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18321 31ST AVE NE STE A_BLD1820_2026
CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 18321 31st Avenue NE, Bldg A Permit #: 1820 Parcel #: 00472500000804 Valuation: 842580.00 OWNER APPLICANT CONTRACTOR MTT HOLDINGS MTT HOLDINGS Lawson and Sons, LLC 16000 CHRISTENSEN ROAD, SUITE 150 16000 CHRISTENSEN ROAD, SUITE 150 PMB 519, 26910 92nd Avenue NE, Suite 5C SEATTLE, WA 98188 SEATTLE, WA 98188 Stanwood, WA 98292 360-551-2282 360-551-2282 425-877-4125 LIC: LAWSOSL855MZ EXP: 07/09/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City, State, Zip: City, State, Zip: Phone: Phone: LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: Multi-Family CODE YEAR: 2015 STORIES: 3 CONST. TYPE: VA DWELLING UNITS: 12 OCC GROUP: R-2 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. Signature Print Name Date Released By Date CONDITIONS Adhere to approved building plans, Special Use Permit PLN#318, approved civil plans PWD#1083. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/20/2019 Building Plan Review Fee $15,558.68 11/20/2019 Processing/Technology Fee $25.00 11/20/2019 Traffic Mitigation - City $14,862.70 11/20/2019 Tree Mitigation $2,112.50 11/20/2019 Park - Community MF $17,964.00 11/20/2019 State Surcharge per Dwelling $22.00 11/20/2019 State Building Code Surcharge Fee $6.50 11/20/2019 Building Permit Fee $7,186.61 Total Due: $57,737.99 Total Payment: $15,558.68 Balance Due: $42,179.31 CALL FOR INSPECTIONS BUILDING INSPECTIONS (360) 403-3417 CALL BY 3:30 PM FOR NEXT DAY INSPECTION When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: CONTRACTOR: JOB ADDRESS: LOT NUMBER TYPE GROUP NATURE of WORK: USE of BUILDING: PERMIT No: DATE ISSUED: INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING BUILDING FOUNDATION (360) 403-3417 UNDERFLOOR SHEARWALL PLUMBING (groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING & VENTILATION FRAMING INSULATION WALLBOARD (SHEAR/RATED WALLS) CEILING GRID STRUCTURAL SLAB CROSS CONNECTION CONTROL IN PREMISE (360) 403-3417 GRADING TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING, SIGNAGE & MARKINGS LANDSCAPING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360) 403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360) 403-3526 SIDE SEWER/ CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL UNDERGROUND HYDRO/FLUSH/COVER (360) 403-3417 ABOVEGROUND HYDRO/COVER FDC FLUSH FIRE ALARM /AUTOMATIC SPRINKLER FINAL HOOD SUPPRESSION SYSTEM FINAL FIRE WALK-THROUGH (360) 403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE CITY OF ARLINGTON TEMPORARY CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 111 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 18321 31st Ave NE #A Building Permit Number BLD-1820 Name & Address of Owner Occupant Load Number of Stories MTT Holdings A101: 3, A102: 2, A103: 2, A104: 3 3 16000 Christensen Road, Suite #150 A201: 3, A202: 2, A203: 2, A204: 3 Seattle, WA 98188 A301: 3, A302: 2, A303: 3, A304: 3 Type of Construction/Sprinkler system required Use V-A/YES Residential THE Structure HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP R-2 OCCUPANCY ISSUED: April 12, 2022 EXPIRES: May 12, 2022 BY ________________________________________________________ Building Official CITY OF ARLINGTON CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SECTION 111 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 18321 31ST AVE NE #A Building Permit Number BLD-1820 Name & Address of Owner Occupant Load Number of Stories MTT HOLDINGS A101: 3, A102: 2, A103: 2, A104: 3 3 16000 CHRISTENSEN ROAD, SUITE #150 A201: 3, A202: 2, A203: 2, A204: 3 SEATTLE, WA 98188 A301: 3, A302: 2, A303: 2, A304: 3 Type of Construction / Sprinkler System Required Use V-A/YES RESIDENTIAL THE STRUCTURE HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP R-2 OCCUPANCY ISSUED: June 14, 2022 BY BUILDING OFFICIAL !"# " $$%" & ' " $' +, ()(! *$(" -()" !."/( . 0." + "'1 234 55 ,35637 8 8 ,356373 9:;<=>?@ ABCC=>?DBE FB?D>= GH 9?C:>?:CIJ 9KLMAKMLNO PFQRFPPLRFQ ANOAMONKRSF TNAUPK VWX Y=CDZ[ ?\I? ?\= >D?[ \I] IJJB^=_ ZBC ]EB^ JBI_ C=_:>?DBE `=C N9AP 9?IE_IC_ abHcX defgh ifjj klg mnopfmn q rkli jlqs mnsptgflk rfktn uvwrx iqr prns gymlpzylpg gyn tqjtpjqgflkr{ |jnqrn tqjj fx hlp yq}n ~lmn opnrgflkr mnzqmsfkz gyfr tl~~nkg{ VX K\= €CIÂD?[ JBI_ ]\==?] `CBÂD_=_ IC= BEJ[ ZBC ;:DJ_DE€ ‚ƒ„X Â…= IC= †D]]DE€ ]=`ICI?= >IJ>:JI?DBE] ZBC ?\= B?\=C ?^B ]?IE_bIJBE= ƒ:DJ_DE€] ‚N„ IE_ ‚A„X K\B:€\ ?\=]= ;:DJ_DE€] ]==† ?B ;= †DCCBC D†I€= BZ =I>\ B?\=C ?=>\ED>IJJ[ ‡ƒ:DJ_DE€ ‚N„ D] ˆ‰Š ]‹X Z?X JIC€=C ?\IE ƒ:DJ_DE€ ‚ƒ„Œ I ]?I?=†=E? 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<:;Y 99 <;;9Z >:; @A 9 [\99] e-(+*"hF.$$& ^*"0*& *%,+!$3S.0(TK_GM`JIBHLMJSJ6KGITa%((*'SKLbT CCB6HWcB6HdSQ..e/%3(T ^*"0*&g-/*hF.)(5#*%" e5*%&S.0(T BMGG`BfGNPMIMG_Ha%((*'SKKbT B6HHB6HWcB6HdSQ..e/%3(T #)!.'!34i(*h *(!'*3+!%. ^$"*3+SF+C.0(TJOLJ`NfMBPKIBG_GNa%((*'SK_bT B6HHB6HWcB6HdSQ..e/%3(T #)!.'!34D$'*hj#DKHBG d!1*d$%'W*R.6S!3TH6HNL`NfMBPKIH6KKGa%((*'SdP___cTCCB6HWcB6HdSQ..e/%3(T W*(!43^*+5$'$.$4-hQeW g$+%.d$%'W*R.6S!3T H6HOL`NfMBPKIH6NNMa%((*'SdP___cTCCB6HWcB6HdSQ..e/%3(T kW*R.*,+!$3,&!+*&!%hddSdPNOHT%3'gdSdPKJHT6 kg$/l'4*#&%,!34Sd)Thg$/,$"/&*((!$3*'4*")(+0*0&%,*'%+LfNI$P,)3.*(('*+%!.*'$+5*&X!(*6 k#$++$"l'4*#&%,!34Sd)Th#$++$",$"/&*((!$3*'4*")(+0*0&%,*'%+LfNI$P,)3.*(('*+%!.*'$+5*&X!(*6 78 9 9:9; :9 9; <=;; >?: @ A;99 9; <9 = BCD$.)"3CEFG6GHIJ6KGIB6GHIKLHMNNLJOHMKBBPJI !"#$%&' KCD$.)"3CEFG6GHIJ6KGIB6GHIKLHMNNLJOHMKBBPJI !"#$%&' !"#$%&'!(%(()"*'+$,%&&-%...$%'(%//.!*''!&*,+.-%0$1*!+20-/%((!34+5*"*"0*&0*!34'*(!43*'6 :Š @ A;99 = 9 99 ‰ ‹ ÂŽ  \9 ‘’“”•’–—˜™š›œÂž BBPJI+$LfNNPJIŸPQBN6H ¡¢–”£¤¥š›‘ž H+$LfGISg$/TGfLBPKINB6HJH6H ¦Â¡¢–”£¤¥š›‘ž H+$LfGISg$/TGf_INB6HJH6H d!3†*'R&$"hF.$$&h §Â›£–¢™š“¨ž HSF&$3+TŸPQBNGJBOML F.)(5#*%"KKJ2 e)//$&+B d!3†*'R&$"hF.$$&h ©Â›£–¢™š“¨ž LfGISF&$3+TŸPQBNGJBOML F.)(5#*%"KKJ2 e)//$&+K ‰Š‹:ÂŒ9 ƒ*-*&5%*)(*&X%&&%3+(+5%++5*(!U!34$R!+(/&$'),+(X!..0*!3%,,$&'%3,*X!+5ƒ*-*&5%*)(*&/&$'),+'*(!43,&!+*&!%%3'/)0.!(5*''*(!431%.)*(6 ƒ*-*&5%*)(*&*„/&*((.-'!(,.%!"(%3-$+5*&X%&&%3+!*(&*.%+*'+$+5*($R+X%&*6i(*$R+5!(($R+X%&*!(3$+!3+*3'*'+$,!&,)"1*3++5*3**'R$&%'*(!43 /&$R*((!$3%.%('*+*&"!3*'0-+5*%)+5$&!+-5%1!34 )&!('!,+!$36g5*'*(!43*&$R&*,$&'20)!.'*&$&R&%"*&!(&*(/$3(!0.*+$%(()&*+5%++5!(,%.,).%+!$3!( ,$"/%+!0.*X!+5+5*$1*&%../&$ *,+6Q,,*(($&!*(S !"#$%&'2#.$,†!34a%3*.(%3'e‡)%(5#.$,†(T%&*3$+'*(!43*'0-+5!(($R+X%&*6a&$'),+("%3)R%,+)&*'%+ ƒ*-*&5%*)(*&R%,!.!+!*(%&*+5!&'C/%&+-,*&+!R!*'+$()(+%!3%0.*R$&*(+&-(+%3'%&'(6ƒ*-*&5%*)(*&l34!3**&*'d)"0*&a&$'),+(5%1*0**3*1%.)%+*'0-jDDle )3'*&+*,53!,%.&*/$&+(le CBBGN%3'le CBNML%3'P$&+*(+*'!3%,,$&'%3,*X!+5%//.!,%0.*Qeg^(+%3'%&'(6F$&,)&&*3+,$'**1%.)%+!$3&*/$&+(2ƒ*-*&5%*)(*& /&$'),+.!+*&%+)&*%3'!3(+%..%+!$3'*+%!.(&*R*&+$XXX6X*-*&5%*)(*&6,$"PX$$'/&$'),+(P'$,)"*3+C.!0&%&-6 g5*/&$'),+%//.!,%+!$32!3/)+'*(!43.$%'(2'!"*3(!$3(%3'()//$&+!3R$&"%+!$35%1*0**3/&$1!'*'0-F$&+*e$R+X%&*ˆ/*&%+$& ¾¿ÀÃÂÿÄÃÅÆÀÂÇÈÂÀÆÿÀ ÿÑÒ¿ÃÂÓ ´§´¦ ³ ±¦µ±©µ¶· £¤™’ª«¬§Â®’¯–—¢Ô°Õ¢Ö—×–¢Ø’ٱڲ۳ܬÃÂެ¬« ɸ™˜¸¢Ê£¢ËÌ Â£¯¯¸™™–›¸Ã“¸Ì‘™¤Î˙Τ¸“°¢—–¢’’¤¯ ºz»¼€½q š¦Âµž©«µÂ§Â³ ÉÊ£¢ËÌ㯯¸™™–¬Ë£¥ ›¸—’¹«£”¹« ! "#$$ % &$ '$ $$ &$ '$ $$ ()* +, -./'* ,./'* 0 ,,./$* (1./$* 0 -2* +, (-/'* 0 2)/'* ,-1/$* 0 ,3)/ $* -2* +, (-/'* 0 2)/'* ,-1/$* 0 ,3)/ $* "# $$ ,33/$* 421/$* (1./$* .5)/ $* &6 (+27$$6'$89-524/$*: ,2; " * <: -.))/'* % # =<: ,2; +-,* >-.))/'*9()))/$*: *&= !?#@ %@ ='/ A ! = ††1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com ††††††S T R R E U E C N T I U G R N AL E PROJECT ††“ †††††††††††††††††††“ †18321 31st AVE NE “ †PERMIT # BLD1820-A “ †ARLINGTON, WA 98223 †31st AVENUE APARTMENTS “ †††††REVISIONS NO. DATE 11/06/2017 COORDINATION †01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED 2 LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE GENERAL NOTES SHEET NO. S1.1 ABBREVIATIONS & SYMBOLS 4 A B C D A B C D 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 7 Fax:206.456.3076 www.fossatti.com 3 6 S T R R E U E C N T I U G R N AL E PROJECT 2 5 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 1 31st AVENUE APARTMENTS 4 4 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 3 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP 2 SHEET TITLE 2 FOUNDATION 1 PLAN 1 SHEET NO. A B C D A B C D N S2.1 FOUNDATION PLAN 1 "=1'-0" 4 4 A B C D A B C D 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com 7 3 6 S T R R E U E C N T I U G R N AL E PROJECT 2 5 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS 1 4 4 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 3 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP 2 SHEET TITLE 2 2ND FLOOR FRAMING PLAN 1 SHEET NO. 1 N S2.2 A B C D A B C D 2ND FLOOR FRAMING PLAN 1 "=1'-0" 4 4 A B C D A B C D 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 7 www.fossatti.com 3 6 S T R R E U E C N T I U G R N AL E PROJECT 2 5 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 1 31st AVENUE APARTMENTS 4 4 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 3 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP 2 SHEET TITLE 2 3RD FLOOR FRAMING PLAN 1 1 SHEET NO. N A B C D A B C D S2.3 3RD FLOOR FRAMING PLAN 1 "=1'-0" 4 4 A B C D A B C D 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com 7 3 6 S T R R E U E C N T I U G R N AL E PROJECT 2 5 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS 1 4 4 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 3 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE 2 2 ROOF FRAMING PLAN 1 SHEET NO. 1 N A B C D A B C D S2.4 ROOF FRAMING PLAN 1 "=1'-0" 4 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com S T R R E U E C N T I U G R N AL E PROJECT TYPICAL HOLDOWN EXT WALL AT FURRING 17 TYPICAL HOLDOWN TO FOOTING 13 INTERIOR DEMISING WALL TO FOOTING 9 TYPICAL SLAB JOINTS 5 TYPICAL STEPPED FOOTING 1 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS 18 TYPICAL FOOTING AT COLUMN 14 STAIR STRINGER TO CONCRETE 10 TYPICAL CONCRETE STAIRS 6 TYPICAL SLAB EDGE 2 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 19 FOOTING AT ENTRY 15 PIPE AND TRENCH LOCATIONS 7 TYPICAL INTERIOR FTG 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE CONCRETE DETAILS SHEET NO. S3.1 20 TYPICAL SPREAD FOOTING SCHEDULE 16 TYPICAL HORIZONTAL REINFORCING PLACING DETAIL FOR CONCRETE 8 TYPICAL EXTERIOR FOOTING 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com S T R R E U E C N T I U G R N AL E PROJECT STUD WALL TOP PLATE SPLICE 17 DETAIL 13 CANTILVER JOIST TO WALL ABV 9 TYPICAL STUD FRAMING DETAIL 1 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS 18 INTERIOR DEMISING WALL 14 TYPICAL BEAM TO WOOD POST 10 FLOOR FRAMING 6 TYP NON-STRUCT STUD WALL ATTACHMENT 2 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 19 TYPICAL FRAMING AT GUARDRAIL 15 TYPICAL BEAM TO BEAM CONNECTION 11 TYPICAL BM TO WALL CONNECTION 7 EXTERIOR WALL FRAMING AT FURRING 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE WOOD FRAMING DETAILS SHEET NO. S4.1 20 STAIR ATTACHMENT AT FLOOR CONNECTION 16 INTERIOR BEARING WALL 12 TYP BEAM/TJI CONNECTION 8 EXTERIOR WALL FRAMING AT FURRING 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com S T R R E U E C N T I U G R N AL E PROJECT ROOF OVERFRAMING EDGE CONNECTION 17 UPTURNED FRAMING BEAM 13 TYPICAL FLOOR SHEATHING 9 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS TYP OUTRIGGERS 18 UPTURNED FRAMING BEAM 14 TYP FLR-TO-FLR HOLDOWN STRAP 10 SHEARWALL & HOLDOWN SCHEDULE 2 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION PLAN @ DIAGONAL BEARING WALL 19 SHED ROOF TO STUD WALL CONN 15 TYPICAL ROOF SHEATHING 11 TYPICAL SHEAR WALL SHEATHING 7 STRAP AT SHEAR WALL OPENING 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE WOOD FRAMING DETAILS SHEET NO. S4.2 TYPICAL EAVE 20 SHED ROOF TO STUD WALL 16 TYP FLR-TO-BM HOLDOWN STRAP 12 8 TYPICAL SHEAR WALL INTERSECTION 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com S T R R E U E C N T I U G R N AL E PROJECT 17 13 9 INTERIOR DIMISING SW AT ROOF 1"=1'-0" 5 DETAIL AT ROOF FRAMING 1"=1'-0" 1 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS 18 14 TYP INTERMEDIATE STAIR LANDING FRAMING 10 TYP TRUSS AT ROOF 6 DETAIL AT ROOF FRAMING 1"=1'-0" 2 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 19 15 INTERMEDIATE LANDING CONNECTION 1 "=1'-0" 11 TYPICAL CHANNEL TO CHANNEL CONN. 7 DETAIL AT ROOF FRAMING 1"=1'-0" 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE WOOD FRAMING DETAILS SHEET NO. S4.3 20 16 DETAIL 12 TYP CHANNEL TO GL POST 8 DETAIL AT ROOF FRAMING 4 ††1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com ††††††S T R R E U E C N T I U G R N AL E PROJECT ††“ †††††††††††††††††††“ †18321 31st AVE NE “ †PERMIT # BLD1820-A “ †ARLINGTON, WA 98223 †31st AVENUE APARTMENTS “ †††††REVISIONS NO. DATE 11/06/2017 COORDINATION †01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED 2 LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE GENERAL NOTES SHEET NO. S1.1 ABBREVIATIONS & SYMBOLS 4 A B C D A B C D 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 7 Fax:206.456.3076 www.fossatti.com 3 6 S T R R E U E C N T I U G R N AL E PROJECT 2 5 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 1 31st AVENUE APARTMENTS 4 4 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 3 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP 2 SHEET TITLE 2 FOUNDATION 1 PLAN 1 SHEET NO. A B C D A B C D N S2.1 FOUNDATION PLAN 1 "=1'-0" 4 4 A B C D A B C D 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com 7 3 6 S T R R E U E C N T I U G R N AL E PROJECT 2 5 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS 1 4 4 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 3 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP 2 SHEET TITLE 2 2ND FLOOR FRAMING PLAN 1 SHEET NO. 1 N S2.2 A B C D A B C D 2ND FLOOR FRAMING PLAN 1 "=1'-0" 4 4 A B C D A B C D 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 7 www.fossatti.com 3 6 S T R R E U E C N T I U G R N AL E PROJECT 2 5 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 1 31st AVENUE APARTMENTS 4 4 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 3 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP 2 SHEET TITLE 2 3RD FLOOR FRAMING PLAN 1 1 SHEET NO. N A B C D A B C D S2.3 3RD FLOOR FRAMING PLAN 1 "=1'-0" 4 4 A B C D A B C D 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com 7 3 6 S T R R E U E C N T I U G R N AL E PROJECT 2 5 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS 1 4 4 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 3 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE 2 2 ROOF FRAMING PLAN 1 SHEET NO. 1 N A B C D A B C D S2.4 ROOF FRAMING PLAN 1 "=1'-0" 4 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com S T R R E U E C N T I U G R N AL E PROJECT TYPICAL HOLDOWN EXT WALL AT FURRING 17 TYPICAL HOLDOWN TO FOOTING 13 INTERIOR DEMISING WALL TO FOOTING 9 TYPICAL SLAB JOINTS 5 TYPICAL STEPPED FOOTING 1 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS 18 TYPICAL FOOTING AT COLUMN 14 STAIR STRINGER TO CONCRETE 10 TYPICAL CONCRETE STAIRS 6 TYPICAL SLAB EDGE 2 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 19 FOOTING AT ENTRY 15 PIPE AND TRENCH LOCATIONS 7 TYPICAL INTERIOR FTG 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE CONCRETE DETAILS SHEET NO. S3.1 20 TYPICAL SPREAD FOOTING SCHEDULE 16 TYPICAL HORIZONTAL REINFORCING PLACING DETAIL FOR CONCRETE 8 TYPICAL EXTERIOR FOOTING 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com S T R R E U E C N T I U G R N AL E PROJECT STUD WALL TOP PLATE SPLICE 17 DETAIL 13 CANTILVER JOIST TO WALL ABV 9 TYPICAL STUD FRAMING DETAIL 1 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS 18 INTERIOR DEMISING WALL 14 TYPICAL BEAM TO WOOD POST 10 FLOOR FRAMING 6 TYP NON-STRUCT STUD WALL ATTACHMENT 2 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 19 TYPICAL FRAMING AT GUARDRAIL 15 TYPICAL BEAM TO BEAM CONNECTION 11 TYPICAL BM TO WALL CONNECTION 7 EXTERIOR WALL FRAMING AT FURRING 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE WOOD FRAMING DETAILS SHEET NO. S4.1 20 STAIR ATTACHMENT AT FLOOR CONNECTION 16 INTERIOR BEARING WALL 12 TYP BEAM/TJI CONNECTION 8 EXTERIOR WALL FRAMING AT FURRING 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com S T R R E U E C N T I U G R N AL E PROJECT ROOF OVERFRAMING EDGE CONNECTION 17 UPTURNED FRAMING BEAM 13 TYPICAL FLOOR SHEATHING 9 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS TYP OUTRIGGERS 18 UPTURNED FRAMING BEAM 14 TYP FLR-TO-FLR HOLDOWN STRAP 10 SHEARWALL & HOLDOWN SCHEDULE 2 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION PLAN @ DIAGONAL BEARING WALL 19 SHED ROOF TO STUD WALL CONN 15 TYPICAL ROOF SHEATHING 11 TYPICAL SHEAR WALL SHEATHING 7 STRAP AT SHEAR WALL OPENING 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE WOOD FRAMING DETAILS SHEET NO. S4.2 TYPICAL EAVE 20 SHED ROOF TO STUD WALL 16 TYP FLR-TO-BM HOLDOWN STRAP 12 8 TYPICAL SHEAR WALL INTERSECTION 4 1735 Westlake Ave N, Ste 205 Seattle, WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com S T R R E U E C N T I U G R N AL E PROJECT 17 13 9 INTERIOR DIMISING SW AT ROOF 1"=1'-0" 5 DETAIL AT ROOF FRAMING 1"=1'-0" 1 18321 31st AVE NE PERMIT # BLD1820-A ARLINGTON, WA 98223 31st AVENUE APARTMENTS 18 14 TYP INTERMEDIATE STAIR LANDING FRAMING 10 TYP TRUSS AT ROOF 6 DETAIL AT ROOF FRAMING 1"=1'-0" 2 REVISIONS NO. DATE 11/06/2017 COORDINATION 01/10/2018 PERMIT 04/23/2018 PERMIT REVISION 19 15 INTERMEDIATE LANDING CONNECTION 1 "=1'-0" 11 TYPICAL CHANNEL TO CHANNEL CONN. 7 DETAIL AT ROOF FRAMING 1"=1'-0" 3 11/06/17 17-118 DATE JOB # NAB FPP DESIGN CHECKED LMS AS NOTED DRAWN SCALE DPD STAMP SHEET TITLE WOOD FRAMING DETAILS SHEET NO. S4.3 20 16 DETAIL 12 TYP CHANNEL TO GL POST 8 DETAIL AT ROOF FRAMING 4 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 31st Avenue Apartments -- BUILDING # A Eric Denny, AIA 18321 31st Avenue NE 206-679-8025 Arlington, WA. 98223 eric@ericdennyarchitecture.com This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative ___________________________________________Date ___________________________ All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceilingk 49j 0.026 Wood Frame Wallg,m,n 21 int 0.056 Mass Wall R-Valuei 21/21h 0.056 Floor 30g 0.029 Below Grade Wallc,m 10/15/21 int + TB 0.042 Slabd R-Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 0.5 1b Efficient Building Envelope 1b 1.0 1c Efficient Building Envelope 1c 2.0 1d Efficient Building Envelope 1d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a Râ€values are minimums. Uâ€factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed Râ€value of the insulation from Appendix Table A101.4 shall not be less than the Râ€value specified in the table. b The fenestration Uâ€factor column excludes skylights. The SHGC column applies to all glazed fenestration. c "10/15/21.+TB" means Râ€10 continuous insulation on the exterior of the wall, or Râ€15 on the continuous insulation on the interior of the wall, or Râ€21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with Râ€13 cavity insulation on the interior of the basement wall plus Râ€5 continuous insulation on the interior or exterior of the wall. "10/13" means Râ€10 continuous insulation on the interior or exterior of the home or Râ€13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d Râ€10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. h Reserved. i The second Râ€value applies when more than half the insulation is on the interior of the mass wall. j Reserved. k For single rafterâ€Â or joistâ€vaulted ceilings, the insulation may be reduced to Râ€38. l Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of Râ€10 insulation. Table R402.1.3 Footnote a Nonfenestration Uâ€factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information Contact Information 31st Avenue Apartments -- BUILDING # A Eric Denny, AIA 18321 31st Avenue NE 206-679-8025 Arlington, WA. 98223 eric@ericdennyarchitecture.com Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door (24 sq. ft. max.) 1 0.16 1 3 0 6 8 20.0 3.20 Exempt Glazed Fenestration (15 sq. ft. max.) A 0.26 2 2 0 3 6 14.0 3.64 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Window A -- Fix A 0.26 4 2 0 3 6 28.0 7.28 Window B -- Csmt/Fix/Awn B 0.27 4 6 0 5 10 140.0 37.80 Window C -- Awn C 0.27 6 2 0 2 6 30.0 8.10 Window D -- Csmt/Fix D 0.27 16 5 0 4 0 320.0 86.40 Window E -- Fix (NA) E 0.00 0.0 0.00 Window F -- Csmt F 0.27 6 2 6 3 6 52.5 14.18 Window G -- Fix/Awn G 0.27 2 3 0 6 10 41.0 11.07 Window H -- Fix/Awn H 0.27 4 3 0 5 10 70.0 18.90 Window I -- Csmt/Awn/Fix I 0.27 2 7 0 6 10 95.7 25.83 Window J -- Csmt/Awn/Fix J 0.27 2 7 0 5 10 81.7 22.05 Window K -- Fix (NA) K 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Door 1 -- single entry 1 0.16 11 3 0 6 8 220.0 35.20 Door 2 -- glass slider 2 0.28 2 6 0 6 8 80.0 22.40 Door 3 -- glass slider 3 0.28 4 5 0 6 8 133.3 37.33 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 1292.2 326.54 Vertical Fenestration Area Weighted U = UA/Area 0.25 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA NA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 0.0 0.00 Overhead Glazing Area Weighted U = UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1326.2 333.38 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please fill out all of the green drop-downs and boxes that are applicable to your project. As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information 31st Avenue Apartments â€â€Â BUILDING # A Eric Denny, AIA 18321 31st Avenue NE 206â€679â€8025 Arlington, WA. 98223 eric@ericdennyarchitecture.com Heating System Type: All Other Systems Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Design Temperature Difference (∆T) 47 ∆T = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 7,116 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 8.0 56,928 Glazing and Doors U-Factor X Area = UA Instructions 0.250 1,326 331.55 Skylights U-Factor X Area = UA Instructions 0.50 0 --- Insulation Attic U-Factor X Area = UA Instructions 0.026 2,420 62.92 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions --- ________ Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0.056 7,378 413.17 Floors U-Factor X Area UA Instructions --- ________ Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0.028 ________ Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions 0.303 --- Slab on Grade (see Figure 1) F-Factor X Length UA Instructions 0.360 2,420 871.20 Location of Ducts Instructions Duct Leakage Coefficient 1.00 Sum of UA 1678.84 Envelope Heat Load 78,905 Btu / Hour Figure 1. Sum of UA X ∆T Air Leakage Heat Load 28,897 Btu / Hour Volume X 0.6 X ∆T X .018 Above Grade Building Design Heat Load 107,802 Btu / Hour Air Leakage + Envelope Heat Loss Below Grade Building and Duct Heat Load 107,802 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 134,753 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 31st Avenue Apartments -- BUILDING # A Eric Denny, AIA 18321 31st Avenue NE 206-679-8025 Arlington, WA. 98223 eric@ericdennyarchitecture.com This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative ___________________________________________Date ___________________________ All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceilingk 49j 0.026 Wood Frame Wallg,m,n 21 int 0.056 Mass Wall R-Valuei 21/21h 0.056 Floor 30g 0.029 Below Grade Wallc,m 10/15/21 int + TB 0.042 Slabd R-Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 0.5 1b Efficient Building Envelope 1b 1.0 1c Efficient Building Envelope 1c 2.0 1d Efficient Building Envelope 1d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a Râ€values are minimums. Uâ€factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed Râ€value of the insulation from Appendix Table A101.4 shall not be less than the Râ€value specified in the table. b The fenestration Uâ€factor column excludes skylights. The SHGC column applies to all glazed fenestration. c "10/15/21.+TB" means Râ€10 continuous insulation on the exterior of the wall, or Râ€15 on the continuous insulation on the interior of the wall, or Râ€21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with Râ€13 cavity insulation on the interior of the basement wall plus Râ€5 continuous insulation on the interior or exterior of the wall. "10/13" means Râ€10 continuous insulation on the interior or exterior of the home or Râ€13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d Râ€10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. h Reserved. i The second Râ€value applies when more than half the insulation is on the interior of the mass wall. j Reserved. k For single rafterâ€Â or joistâ€vaulted ceilings, the insulation may be reduced to Râ€38. l Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of Râ€10 insulation. Table R402.1.3 Footnote a Nonfenestration Uâ€factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information Contact Information 31st Avenue Apartments -- BUILDING # A Eric Denny, AIA 18321 31st Avenue NE 206-679-8025 Arlington, WA. 98223 eric@ericdennyarchitecture.com Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door (24 sq. ft. max.) 1 0.16 1 3 0 6 8 20.0 3.20 Exempt Glazed Fenestration (15 sq. ft. max.) A 0.26 2 2 0 3 6 14.0 3.64 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Window A -- Fix A 0.26 4 2 0 3 6 28.0 7.28 Window B -- Csmt/Fix/Awn B 0.27 4 6 0 5 10 140.0 37.80 Window C -- Awn C 0.27 6 2 0 2 6 30.0 8.10 Window D -- Csmt/Fix D 0.27 16 5 0 4 0 320.0 86.40 Window E -- Fix (NA) E 0.00 0.0 0.00 Window F -- Csmt F 0.27 6 2 6 3 6 52.5 14.18 Window G -- Fix/Awn G 0.27 2 3 0 6 10 41.0 11.07 Window H -- Fix/Awn H 0.27 4 3 0 5 10 70.0 18.90 Window I -- Csmt/Awn/Fix I 0.27 2 7 0 6 10 95.7 25.83 Window J -- Csmt/Awn/Fix J 0.27 2 7 0 5 10 81.7 22.05 Window K -- Fix (NA) K 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Door 1 -- single entry 1 0.16 11 3 0 6 8 220.0 35.20 Door 2 -- glass slider 2 0.28 2 6 0 6 8 80.0 22.40 Door 3 -- glass slider 3 0.28 4 5 0 6 8 133.3 37.33 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 1292.2 326.54 Vertical Fenestration Area Weighted U = UA/Area 0.25 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA NA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 0.0 0.00 Overhead Glazing Area Weighted U = UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1326.2 333.38 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please fill out all of the green drop-downs and boxes that are applicable to your project. As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information 31st Avenue Apartments â€â€Â BUILDING # A Eric Denny, AIA 18321 31st Avenue NE 206â€679â€8025 Arlington, WA. 98223 eric@ericdennyarchitecture.com Heating System Type: All Other Systems Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Design Temperature Difference (∆T) 47 ∆T = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 7,116 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 8.0 56,928 Glazing and Doors U-Factor X Area = UA Instructions 0.250 1,326 331.55 Skylights U-Factor X Area = UA Instructions 0.50 0 --- Insulation Attic U-Factor X Area = UA Instructions 0.026 2,420 62.92 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions --- ________ Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0.056 7,378 413.17 Floors U-Factor X Area UA Instructions --- ________ Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0.028 ________ Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions 0.303 --- Slab on Grade (see Figure 1) F-Factor X Length UA Instructions 0.360 2,420 871.20 Location of Ducts Instructions Duct Leakage Coefficient 1.00 Sum of UA 1678.84 Envelope Heat Load 78,905 Btu / Hour Figure 1. Sum of UA X ∆T Air Leakage Heat Load 28,897 Btu / Hour Volume X 0.6 X ∆T X .018 Above Grade Building Design Heat Load 107,802 Btu / Hour Air Leakage + Envelope Heat Loss Below Grade Building and Duct Heat Load 107,802 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 134,753 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) eric denny ARCHITECTURE 3726 meridian ave.n. seattle, wa 98103 p. (206) 679-8025 eric@ericdennyarchitecture.com June 4, 2018 Kevin Olander, Combination Inspector City of Arlington, Office of Community and Economic Development 18204 59th Avenue NE Arlington, WA. 98223 RE: Project # BLD1820-A (Building “Aâ€) (Note: See additional correction letter for buildings “B†& “Câ€) (BUILDING -- Correction Notice #1) Dear Kevin, This letter addresses BUILDING corrections for the proposed project 31st Avenue Apartment project at 18321 31st Avenue NE. I have described below how each of the corrections in your letter has been addressed in the project drawings. Thank you for your review of this project. Eric Denny, AIA _____________________________________________________________________________ PERMIT SUBMITTALS: 1. There are three stand-alone structures that are being built on one lot. All stand-alone independent structures should be treated separately with each building having its own permit number, plans, and calculations. It is bad practice to combine all buildings into one set of plans especially when they’re this size. It is requested that these projects be broken into individual stand-alone permits and plans in order for construction and inspections to go smoothly and the plans on site are specified to Building “Aâ€, “Bâ€, and “Câ€. APPLICANT RESPONSE: The project has been divided into three separate stand-alone submittals specified as Building “A†(BLD1820-A); Building “B†(BLD1825-B); and Building “C†(BLD1826-C) per your request. 2. Written positive verification and approval from the City of Arlington is needed to allow for the snow load reduction below the minimum 25 # snow load. APPLICANT RESPONSE: See project Structural Engineer’s response letter to this item. 3. Per RCW 62.44.020, the building department shall not issue a building permit for construction of the building enclosure of a multiunit residential building unless the building enclosure design documents (regarding weather- proofing/water-intrusion) contain a stamped statement by the person stamping the building enclosure design documents in substantially the following form: “The undersigned has provided building enclosure documents Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 1 that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090â€. APPLICANT RESPONSE: The building enclosure design is included in the architectural plan set on Sheets A.2 through A.21. The Architect has approved and stamp/signed the project drawings which include the building enclosure design. See note on Sheet A.2 under “Weatherization†which reads: “The undersigned has provided building enclosure documents that in my professional judgement are appropriate to satisfy the requirements of RCW 64.55.005.†FIRE CODE REQUIRES THE FOLLOWING: 4. Automatic fire sprinkler shall be installed in each building designed per NFPA 13R. (2015 International Fire Code (IFC) Washington State Amended 903.2.8 and IFC 903.3.1.2). APPLICANT RESPONSE: An automatic fire sprinkler system has been designed by Other for the building. Fire sprinkler design to be submitted by Other. See also fire sprinkler design & code notes on Sheet A.9. 5. Water supplies for the fire sprinkler systems shall meet the requirements of IFC 507, 903.3.5. APPLICANT RESPONSE: See Civil Engineering drawings and Automatic Fire Sprinkler drawings for water supply system proposed for sprinkler system. See also Sheet A.9 for fire sprinkler system water supply requirements. 6. Provide Fire Department Connection for each building sprinkler system meeting the requirements of IFC 903.3.7 & 912. APPLICANT RESPONSE: Building sprinkler system to be connected per IFC 9803.3.7 & 912 requirements. See fire sprinkler design drawings for Fire Department connection location, specifications and details. Fire sprinkler design drawings to be submitted by Other. 7. Provide fire sprinkler system supervision, alarms and monitoring per IFC 903.4. APPLICANT RESPONSE: Fire sprinkler system supervision, alarms and monitoring per IFC 903.4. See fire sprinkler design drawings as well as Sheet A.9 for these notes. 8. Provide a fire alarm system and smoke alarm system per IFC 907.2.9. APPLICANT RESPONSE: Building fire alarm and smoke alarm systems (per IFC 907.2.9) to be designed by fire sprinkler contractor. See fire sprinkler design drawings as well as Sheet A.9-1 for related notes. 9. Provide smoke alarms as required by IFC 907.2.11. APPLICANT RESPONSE: Smoke alarms as required by IFC 907.2.11 are indicated on project floor plan drawings in each apartment unit. See Sheets A.3, A.6 & A.7. IFC requirements for smoke alarms are indicated on Sheet A.9-1. 10. Provide audible and visible notification as required by IFC 904. APPLICANT RESPONSE: Audible and visible notification as required by IFC 904 is proposed for the project and indicated on Sheet A.9-1. 11. Provide carbon monoxide detection and alarms as required by Washington Amended 915.1. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 2 APPLICANT RESPONSE: Carbon monoxide detection alarms have been provided for in each apartment unit per Washington Amended 915.1. See project floor plan drawings Sheets A.3, A.6 & A.7. TITLE SHEET (A.1): 1. Site plan to be approved by the City. Verify: a. Flood plain location? In or out? b. Fire hydrant and apparatus clearances and location approved from the Fire Department c. Road access from Public Works. d. Stormwater drainage. e. Utilities for water and electrical APPLICANT RESPONSE: 1. Note that the site plan and landscape plan for the project was approved by the City Planning Division on 5/15/17. See Sheet A.1 for site project site plan. a. Please refer to project Civil Engineering drawings & submittal for flood plain information. b. Please refer to project Civil Engineering drawings and submittal for fire hydrant clearances and location. c. Road access per Civil Engineer. Note that it is our assumption that road access was approved as a part of the site design approval on 5/15/17. d. Stormwater drainage per project Civil Engineer. e. Project utilities per project Civil Engineer. 2. Provide a parking plan based upon occupant load of each unit. APPLICANT RESPONSE: The project parking plan was approved by the City Planning Division as a part of the site design submittal. Approval date was 5/15/17. Note that I have updated Sheet A.1 to include the parking layout that was a part of the site submittal so that this information is also a part of the Building submittal. 3. Show required ADA parking with specific details and signage. This includes cross section and elevations of ADA ramp at exterior not on plans. Please provide a scaled detail including slope percentages. APPLICANT RESPONSE: Please see Sheet A.1, site plan which indicates parking (including ADA stalls) as well as required ramping. ADA ramp details and signage details have been provided also on Sheet A.1 per your request. Details are scaled and indicate rise and run percentages. Note that the parking layout was approved on 5/15/17 as a part of the site plan submittal and review process. NOTES AND CODES (A.2): 4. Make note of all Special Inspections required for this project. APPLICANT RESPONSE: A note on Sheet A.2 has been added which indicates special inspections proposed for the project. Special Inspections paperwork to be turned in by owner. 5. There are no references to IBC 602.4.8 regarding partitions and walls. APPLICANT RESPONSE: Notes per IBC 602.4.8 (for partitions and walls) have been added to Sheet A.9-1. 6. There are no references to IBC 714 and compliance with plumbing, electrical, fire sprinklers, or dryer duct penetrations in the vertical fire partitions or horizontal membrane Fire and Smoke Protection. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 3 APPLICANT RESPONSE: Notes have been added to Sheet A.9-2 which reference IBC 714 – for penetrations into and through vertical fire partitions as well as horizontal membranes. Typical building assembly penetration details have been provided also on Sheet A.9-2. 7. Please address IBC 717 for ducts in the floor/ceiling assemblies. How will this be accommodated? APPLICANT RESPONSE: See Sheet A.9-2 for notes on ducts in floor/ceiling assemblies. Fire and smoke dampers are required where ducts penetrate 1 hour horizontal assemblies as indicated on Sheet A.9-2. 8. Approval of the fire alarm and sprinkler plan is to be in conjunction with this structural review. Provide letter of fire review approval prior to issuance. APPLICANT RESPONSE: Fire alarm and sprinkler plan to be provided by Other. GROUND FLOOR PLAN (A.3): 9. Show proper stairs/landings at all sliding glass doors. APPLICANT RESPONSE: Stair/landings at all building sliding glass doors have been indicated on the project site plan as well as the ground level floor plan – Sheets A.1 & A.3. 10. Provide typical detail for all sinks located in island for proper venting. APPLICANT RESPONSE: A detail illustrating a typical detail for all island sinks has been provided. See Sheet A.9-2. 11. Show compliance to IBC 714 where back to back washer boxes and dryer vents breach the fire partition wall between the two center units. What are the ratings of all washer boxes in the fire partition wall? APPLICANT RESPONSE: The back to back laundry room condition has been modified so that washer units are no longer back to back. I’ve swapped the locations of washer and dryer in one of the units so that in the current scenario washer AND dryer would now back up to each other. I’ve provided IBC notes (Sheet A.9-2) which describe allowed locations of washer boxes and dryer vents as well as required offsets. 12. Locate smoke detectors and carbon monoxide detectors outside each sleeping room while maintaining the 3 foot clearance from bathroom openings per IBC 907.2.11.4. APPLICANT RESPONSE: Smoke detectors and carbon monoxide detectors have been located in the plans per code as requested. The 3 foot required clearance from bathroom openings has been indicated in the plan drawings. See Sheets A.3, A.6 and A.7. See also Sheet A.9-1 for smoke detector and carbon monoxide detector requirements. 13. All laundry closets are missing 50 cfm exhaust fans throughout. APPLICANT RESPONSE: 50 cfm fans have been indicated in all laundry closets. See floor plan Sheets A.3, A.6 and A.7. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 4 ADA DETAILS (A.5): 14. Missing toilet height dimensions in details. APPLICANT RESPONSE: Required ADA toilet height dimensions have been indicated in the ADA details on Sheet A.5. 15. Verify stove/oven purchased have front faced controllers vs. controllers at the rear. Provide detail for Type A units. APPLICANT RESPONSE: A note has been added to the ADA Sheet A.5 kitchen elevation drawings indicating that stove/ovens for Type A units in the project need to have front faced controllers. See also Sheet A.16 Finish Schedules where the “front controller note†for ADA unit stove/ovens has been added to the schedule. SECOND FLOOR PLAN & THIRD FLOOR PLAN (A.6 and A.7): 16. Provide a typical detail showing containment pans and seismic strapping for all water heaters. APPLICANT RESPONSE: A typical detail illustrating a hot water heater with containment pan and seismic strapping has been added to the plan set – Sheet A.9-2. 17. Provide typical details for all island venting. APPLICANT RESPONSE: See correction item #10. Detail provided on Sheet A.9-2. 18. Show compliance to IBC 714 where back to back washer boxes and dryer vents breach the fire partition wall between the two center units. APPLICANT RESPONSE: See correction item #11. Washers are NO longer located back to back which allows boxes to be separated. 19. Locate smoke detectors and carbon monoxide detectors outside each sleeping room while maintaining the 3 foot clearance from bathroom openings. APPLICANT RESPONSE: See correction item #12. Carbon monoxide detectors have been located per code. See floor plan Sheets A.3, A.6 & A.7 as well as notes on Sheet A.9. 20. All laundry closets are missing 50 cfm fans throughtout. APPLICANT RESPONSE: See correction item #13. Floor plan drawings (A.3, A.6 & A.7) now indicate fans in laundry rooms. ROOF PLAN (A.8): 21. The note provided for the draft stop location is not the same as the engineers. Please verify that the location is correct along with cross reference details. APPLICANT RESPONSE: The Architectural plans have been modified so that they are consistent with the attic draft stop locations proposed in the project engineering drawings. See roof plan Sheet A.8. BLDG ASSEMBLIES (A.9): 22. In addition to the fire partition GA details, provide additional details for all vertical and horizontal penetrations and reference where and when they’re allowed per IBC 714 such as exhaust vents and plumbing. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 5 APPLICANT RESPONSE: Details for penetrations in vertical and horizontal fire assemblies have been provided. See Sheet A.9-2. See Sheet A.9-2 for notes related to IBC 714 Penetrations. BLDG SECTIONS (A.10): 23. Reference detail missing is the floor/ceiling detail between units and the fire, mechanical exhaust, and floor insulation. Please add a cross reference to this page as it is the primary typical cross section for the plans. APPLICANT RESPONSE: A cross reference marker has been added to the building section drawings on Sheet A.10 for the floor/ceiling system between units. WINDOW SCHEDULE (A.22): 24. (Repeat note should be expanded with the weatherization note). … Per RCW 62.44.020, the building department shall not issue a building permit for construction of the building enclosure of a multiunit residential building unless the building enclosure design documents (regarding weather- proofing/water-intrusion) contain a stamped statement by the person stamping the building enclosure design documents in substantially the following form: “The undersigned has provided building enclosure documents that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090â€. APPLICANT RESPONSE: See correction note #3. ENERGY/MECHANICAL (A.23): 25. As these units are individual heated spaces and the “small dwelling†unit was selected, then the use of R-38 between each apartment unit must be in place. Provide a cross section detail showing compliance with the floor/ceiling insulation. APPLICANT RESPONSE: Cross sections “A†& “B†on Sheet A.10 have been updated to show R-38 in the floor system between apartment units. In addition reference marks have been added to these drawing for the floor system detail “GA-4†on sheet A.9-1. STAIR SECTION & DETAIL (A.24): 26. Note is missing for the underfloor protection of the “exit landing†at both floor levels. Is detail GA-4 applicable here? APPLICANT RESPONSE: A new floor assembly detail (GA-5) has been added to Sheet A.9-1 for the “exit landings†at both floor levels. See Sheet A.10 building sections for detail marks which reference GA- 5 on Sheet A.9-1. 27. Provide a full complete typical stair detail showing rise/run, 42†guardrails, 34†– 38†handrail and grip-able size, handrail extension beyond the top and bottom stair, and headroom clearances. APPLICANT RESPONSE: A typical stair detail has been added to the plan set – Sheet A.10. STRUCTURAL ENGINEERING CALCULATION PACKET For Correction #s 28 through 53 see Structural Engineer’s correction letter. For “structural corrections†that are applicable to Architect’s work I have addressed them below. 32. State clearly all Special Inspections needed for this project (to include RCW 64.55.020 for enclosure inspections) and provide the list of names for those who will be responsible for those Special Inspections. If not known at this time, then please submit a letter of deferral recognizing that the Special Inspections are required and will be accomplished in conjunction with the City inspections. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 6 APPLICANT RESPONSE: A list of proposed Special Inspections is provided on Sheet A.2. Special Inspections paperwork to be turned in by owner. 37. The Architects drawings on Sheet A.28 shows foundation drainage but there are no notes addressing backfill of gravel or use of native dirt. Show the use of drain pipes on the cross section on Sheet A.10. APPLICANT RESPONSE: Foundation drains as well as downspout drains are indicated on building cross section drawings on Sheet A.10. Detail markers reference one to Sheet A.21 for additional detail. Note that backfill of gravel or use of native dirt to be determined by the geotechnical engineer of record. Detail #s 6, 7, and 8 reference the GeoTest Services, Inc. report for the project, dated May 25, 2017. 38. Please ensure that a note is added for full slab insulation throughout in order to meet the Energy Credit 1a chosen for this project. Verify through the details given by the Architect that they accommodate the engineers design. APPLICANT RESPONSE: There are notes on the Architectural drawings (Sheets A.16 & A.21 Detail #s 6,7, & 8) indicating that FULL slab insulation throughout is required per WA. State Energy code Credit 1a. Please see Structural drawings and correction letter for ways in which rigid insulation below the slab has been accounted for in engineering drawings and calculations. 40. It looks as though the fire partition walls do not meet Section 714.3.1 through 714.3.3 regarding what can be placed in a partition wall. Will the plumbing and fire sprinklers go through these wall cavities? Will the washer boxes and dryer vents penetrate this wall? Will this affect the design of the walls? APPLICANT RESPONSE: See Sheet A.9-2 for IBC penetration notes as well as details. 43. Provide individual truss sheets and truss plan layout packets for this project. APPLICANT RESPONSE: Project roof truss design to be by Pro Build. See truss design sheets and packet provided by Pro Build. A note has been added to architectural Sheets A.8 and A.21 indicating that roof truss design is by other. 44. Truss packet will show hardware connectors for truss ends. APPLICANT RESPONSE: See truss sheets and packet provided by Pro Build. A note pertaining to truss hardware connectors has been added to architectural Sheets A.8 and A.21. 45. Verify that the truss for the attic draft stop is designed to meet the nailing pattern as stated by the engineer. APPLICANT RESPONSE: See truss sheets and packed provided by Pro Build for nailing pattern design. A note has been added to the architectural Sheets A.8 and A.21 indicating that the roof truss design for attic draft stopping is to meet the nailing pattern as stated by the engineer. 46. Positively identify all attic access locations throughout. APPLICANT RESPONSE: Attic access has been indicated on Sheets A.7 and A.8. See also Sheet A.10. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 7 47. Is the attic equipped with a fire sprinkler? APPLICANT RESPONSE: The attic is NOT equipped with a fire sprinkler system per IBC section 718.4.2 Exception #4. See IBC notes under “Draftstopping Code Requirements†on Sheet A.9-2. 48. It looks as though the Architect identified a different location for the attic draft stop than the Engineer. Verify that location is the same for each roof plan. APPLICANT RESPONSE: See correction item #21. As noted draft stopping on the Architectural plans has been updated to reflect proposed locations for attic draftstopping in the structural set. END OF CORRECTION LETTER Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 8 eric denny ARCHITECTURE 3726 meridian ave.n. seattle, wa 98103 p. (206) 679-8025 eric@ericdennyarchitecture.com June 4, 2018 Kevin Olander, Combination Inspector City of Arlington, Office of Community and Economic Development 18204 59th Avenue NE Arlington, WA. 98223 RE: Project # BLD1820-A (Building “Aâ€) (Note: See additional correction letter for buildings “B†& “Câ€) (BUILDING -- Correction Notice #1) Dear Kevin, This letter addresses BUILDING corrections for the proposed project 31st Avenue Apartment project at 18321 31st Avenue NE. I have described below how each of the corrections in your letter has been addressed in the project drawings. Thank you for your review of this project. Eric Denny, AIA _____________________________________________________________________________ PERMIT SUBMITTALS: 1. There are three stand-alone structures that are being built on one lot. All stand-alone independent structures should be treated separately with each building having its own permit number, plans, and calculations. It is bad practice to combine all buildings into one set of plans especially when they’re this size. It is requested that these projects be broken into individual stand-alone permits and plans in order for construction and inspections to go smoothly and the plans on site are specified to Building “Aâ€, “Bâ€, and “Câ€. APPLICANT RESPONSE: The project has been divided into three separate stand-alone submittals specified as Building “A†(BLD1820-A); Building “B†(BLD1825-B); and Building “C†(BLD1826-C) per your request. 2. Written positive verification and approval from the City of Arlington is needed to allow for the snow load reduction below the minimum 25 # snow load. APPLICANT RESPONSE: See project Structural Engineer’s response letter to this item. 3. Per RCW 62.44.020, the building department shall not issue a building permit for construction of the building enclosure of a multiunit residential building unless the building enclosure design documents (regarding weather- proofing/water-intrusion) contain a stamped statement by the person stamping the building enclosure design documents in substantially the following form: “The undersigned has provided building enclosure documents Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 1 that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090â€. APPLICANT RESPONSE: The building enclosure design is included in the architectural plan set on Sheets A.2 through A.21. The Architect has approved and stamp/signed the project drawings which include the building enclosure design. See note on Sheet A.2 under “Weatherization†which reads: “The undersigned has provided building enclosure documents that in my professional judgement are appropriate to satisfy the requirements of RCW 64.55.005.†FIRE CODE REQUIRES THE FOLLOWING: 4. Automatic fire sprinkler shall be installed in each building designed per NFPA 13R. (2015 International Fire Code (IFC) Washington State Amended 903.2.8 and IFC 903.3.1.2). APPLICANT RESPONSE: An automatic fire sprinkler system has been designed by Other for the building. Fire sprinkler design to be submitted by Other. See also fire sprinkler design & code notes on Sheet A.9. 5. Water supplies for the fire sprinkler systems shall meet the requirements of IFC 507, 903.3.5. APPLICANT RESPONSE: See Civil Engineering drawings and Automatic Fire Sprinkler drawings for water supply system proposed for sprinkler system. See also Sheet A.9 for fire sprinkler system water supply requirements. 6. Provide Fire Department Connection for each building sprinkler system meeting the requirements of IFC 903.3.7 & 912. APPLICANT RESPONSE: Building sprinkler system to be connected per IFC 9803.3.7 & 912 requirements. See fire sprinkler design drawings for Fire Department connection location, specifications and details. Fire sprinkler design drawings to be submitted by Other. 7. Provide fire sprinkler system supervision, alarms and monitoring per IFC 903.4. APPLICANT RESPONSE: Fire sprinkler system supervision, alarms and monitoring per IFC 903.4. See fire sprinkler design drawings as well as Sheet A.9 for these notes. 8. Provide a fire alarm system and smoke alarm system per IFC 907.2.9. APPLICANT RESPONSE: Building fire alarm and smoke alarm systems (per IFC 907.2.9) to be designed by fire sprinkler contractor. See fire sprinkler design drawings as well as Sheet A.9-1 for related notes. 9. Provide smoke alarms as required by IFC 907.2.11. APPLICANT RESPONSE: Smoke alarms as required by IFC 907.2.11 are indicated on project floor plan drawings in each apartment unit. See Sheets A.3, A.6 & A.7. IFC requirements for smoke alarms are indicated on Sheet A.9-1. 10. Provide audible and visible notification as required by IFC 904. APPLICANT RESPONSE: Audible and visible notification as required by IFC 904 is proposed for the project and indicated on Sheet A.9-1. 11. Provide carbon monoxide detection and alarms as required by Washington Amended 915.1. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 2 APPLICANT RESPONSE: Carbon monoxide detection alarms have been provided for in each apartment unit per Washington Amended 915.1. See project floor plan drawings Sheets A.3, A.6 & A.7. TITLE SHEET (A.1): 1. Site plan to be approved by the City. Verify: a. Flood plain location? In or out? b. Fire hydrant and apparatus clearances and location approved from the Fire Department c. Road access from Public Works. d. Stormwater drainage. e. Utilities for water and electrical APPLICANT RESPONSE: 1. Note that the site plan and landscape plan for the project was approved by the City Planning Division on 5/15/17. See Sheet A.1 for site project site plan. a. Please refer to project Civil Engineering drawings & submittal for flood plain information. b. Please refer to project Civil Engineering drawings and submittal for fire hydrant clearances and location. c. Road access per Civil Engineer. Note that it is our assumption that road access was approved as a part of the site design approval on 5/15/17. d. Stormwater drainage per project Civil Engineer. e. Project utilities per project Civil Engineer. 2. Provide a parking plan based upon occupant load of each unit. APPLICANT RESPONSE: The project parking plan was approved by the City Planning Division as a part of the site design submittal. Approval date was 5/15/17. Note that I have updated Sheet A.1 to include the parking layout that was a part of the site submittal so that this information is also a part of the Building submittal. 3. Show required ADA parking with specific details and signage. This includes cross section and elevations of ADA ramp at exterior not on plans. Please provide a scaled detail including slope percentages. APPLICANT RESPONSE: Please see Sheet A.1, site plan which indicates parking (including ADA stalls) as well as required ramping. ADA ramp details and signage details have been provided also on Sheet A.1 per your request. Details are scaled and indicate rise and run percentages. Note that the parking layout was approved on 5/15/17 as a part of the site plan submittal and review process. NOTES AND CODES (A.2): 4. Make note of all Special Inspections required for this project. APPLICANT RESPONSE: A note on Sheet A.2 has been added which indicates special inspections proposed for the project. Special Inspections paperwork to be turned in by owner. 5. There are no references to IBC 602.4.8 regarding partitions and walls. APPLICANT RESPONSE: Notes per IBC 602.4.8 (for partitions and walls) have been added to Sheet A.9-1. 6. There are no references to IBC 714 and compliance with plumbing, electrical, fire sprinklers, or dryer duct penetrations in the vertical fire partitions or horizontal membrane Fire and Smoke Protection. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 3 APPLICANT RESPONSE: Notes have been added to Sheet A.9-2 which reference IBC 714 – for penetrations into and through vertical fire partitions as well as horizontal membranes. Typical building assembly penetration details have been provided also on Sheet A.9-2. 7. Please address IBC 717 for ducts in the floor/ceiling assemblies. How will this be accommodated? APPLICANT RESPONSE: See Sheet A.9-2 for notes on ducts in floor/ceiling assemblies. Fire and smoke dampers are required where ducts penetrate 1 hour horizontal assemblies as indicated on Sheet A.9-2. 8. Approval of the fire alarm and sprinkler plan is to be in conjunction with this structural review. Provide letter of fire review approval prior to issuance. APPLICANT RESPONSE: Fire alarm and sprinkler plan to be provided by Other. GROUND FLOOR PLAN (A.3): 9. Show proper stairs/landings at all sliding glass doors. APPLICANT RESPONSE: Stair/landings at all building sliding glass doors have been indicated on the project site plan as well as the ground level floor plan – Sheets A.1 & A.3. 10. Provide typical detail for all sinks located in island for proper venting. APPLICANT RESPONSE: A detail illustrating a typical detail for all island sinks has been provided. See Sheet A.9-2. 11. Show compliance to IBC 714 where back to back washer boxes and dryer vents breach the fire partition wall between the two center units. What are the ratings of all washer boxes in the fire partition wall? APPLICANT RESPONSE: The back to back laundry room condition has been modified so that washer units are no longer back to back. I’ve swapped the locations of washer and dryer in one of the units so that in the current scenario washer AND dryer would now back up to each other. I’ve provided IBC notes (Sheet A.9-2) which describe allowed locations of washer boxes and dryer vents as well as required offsets. 12. Locate smoke detectors and carbon monoxide detectors outside each sleeping room while maintaining the 3 foot clearance from bathroom openings per IBC 907.2.11.4. APPLICANT RESPONSE: Smoke detectors and carbon monoxide detectors have been located in the plans per code as requested. The 3 foot required clearance from bathroom openings has been indicated in the plan drawings. See Sheets A.3, A.6 and A.7. See also Sheet A.9-1 for smoke detector and carbon monoxide detector requirements. 13. All laundry closets are missing 50 cfm exhaust fans throughout. APPLICANT RESPONSE: 50 cfm fans have been indicated in all laundry closets. See floor plan Sheets A.3, A.6 and A.7. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 4 ADA DETAILS (A.5): 14. Missing toilet height dimensions in details. APPLICANT RESPONSE: Required ADA toilet height dimensions have been indicated in the ADA details on Sheet A.5. 15. Verify stove/oven purchased have front faced controllers vs. controllers at the rear. Provide detail for Type A units. APPLICANT RESPONSE: A note has been added to the ADA Sheet A.5 kitchen elevation drawings indicating that stove/ovens for Type A units in the project need to have front faced controllers. See also Sheet A.16 Finish Schedules where the “front controller note†for ADA unit stove/ovens has been added to the schedule. SECOND FLOOR PLAN & THIRD FLOOR PLAN (A.6 and A.7): 16. Provide a typical detail showing containment pans and seismic strapping for all water heaters. APPLICANT RESPONSE: A typical detail illustrating a hot water heater with containment pan and seismic strapping has been added to the plan set – Sheet A.9-2. 17. Provide typical details for all island venting. APPLICANT RESPONSE: See correction item #10. Detail provided on Sheet A.9-2. 18. Show compliance to IBC 714 where back to back washer boxes and dryer vents breach the fire partition wall between the two center units. APPLICANT RESPONSE: See correction item #11. Washers are NO longer located back to back which allows boxes to be separated. 19. Locate smoke detectors and carbon monoxide detectors outside each sleeping room while maintaining the 3 foot clearance from bathroom openings. APPLICANT RESPONSE: See correction item #12. Carbon monoxide detectors have been located per code. See floor plan Sheets A.3, A.6 & A.7 as well as notes on Sheet A.9. 20. All laundry closets are missing 50 cfm fans throughtout. APPLICANT RESPONSE: See correction item #13. Floor plan drawings (A.3, A.6 & A.7) now indicate fans in laundry rooms. ROOF PLAN (A.8): 21. The note provided for the draft stop location is not the same as the engineers. Please verify that the location is correct along with cross reference details. APPLICANT RESPONSE: The Architectural plans have been modified so that they are consistent with the attic draft stop locations proposed in the project engineering drawings. See roof plan Sheet A.8. BLDG ASSEMBLIES (A.9): 22. In addition to the fire partition GA details, provide additional details for all vertical and horizontal penetrations and reference where and when they’re allowed per IBC 714 such as exhaust vents and plumbing. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 5 APPLICANT RESPONSE: Details for penetrations in vertical and horizontal fire assemblies have been provided. See Sheet A.9-2. See Sheet A.9-2 for notes related to IBC 714 Penetrations. BLDG SECTIONS (A.10): 23. Reference detail missing is the floor/ceiling detail between units and the fire, mechanical exhaust, and floor insulation. Please add a cross reference to this page as it is the primary typical cross section for the plans. APPLICANT RESPONSE: A cross reference marker has been added to the building section drawings on Sheet A.10 for the floor/ceiling system between units. WINDOW SCHEDULE (A.22): 24. (Repeat note should be expanded with the weatherization note). … Per RCW 62.44.020, the building department shall not issue a building permit for construction of the building enclosure of a multiunit residential building unless the building enclosure design documents (regarding weather- proofing/water-intrusion) contain a stamped statement by the person stamping the building enclosure design documents in substantially the following form: “The undersigned has provided building enclosure documents that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090â€. APPLICANT RESPONSE: See correction note #3. ENERGY/MECHANICAL (A.23): 25. As these units are individual heated spaces and the “small dwelling†unit was selected, then the use of R-38 between each apartment unit must be in place. Provide a cross section detail showing compliance with the floor/ceiling insulation. APPLICANT RESPONSE: Cross sections “A†& “B†on Sheet A.10 have been updated to show R-38 in the floor system between apartment units. In addition reference marks have been added to these drawing for the floor system detail “GA-4†on sheet A.9-1. STAIR SECTION & DETAIL (A.24): 26. Note is missing for the underfloor protection of the “exit landing†at both floor levels. Is detail GA-4 applicable here? APPLICANT RESPONSE: A new floor assembly detail (GA-5) has been added to Sheet A.9-1 for the “exit landings†at both floor levels. See Sheet A.10 building sections for detail marks which reference GA- 5 on Sheet A.9-1. 27. Provide a full complete typical stair detail showing rise/run, 42†guardrails, 34†– 38†handrail and grip-able size, handrail extension beyond the top and bottom stair, and headroom clearances. APPLICANT RESPONSE: A typical stair detail has been added to the plan set – Sheet A.10. STRUCTURAL ENGINEERING CALCULATION PACKET For Correction #s 28 through 53 see Structural Engineer’s correction letter. For “structural corrections†that are applicable to Architect’s work I have addressed them below. 32. State clearly all Special Inspections needed for this project (to include RCW 64.55.020 for enclosure inspections) and provide the list of names for those who will be responsible for those Special Inspections. If not known at this time, then please submit a letter of deferral recognizing that the Special Inspections are required and will be accomplished in conjunction with the City inspections. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 6 APPLICANT RESPONSE: A list of proposed Special Inspections is provided on Sheet A.2. Special Inspections paperwork to be turned in by owner. 37. The Architects drawings on Sheet A.28 shows foundation drainage but there are no notes addressing backfill of gravel or use of native dirt. Show the use of drain pipes on the cross section on Sheet A.10. APPLICANT RESPONSE: Foundation drains as well as downspout drains are indicated on building cross section drawings on Sheet A.10. Detail markers reference one to Sheet A.21 for additional detail. Note that backfill of gravel or use of native dirt to be determined by the geotechnical engineer of record. Detail #s 6, 7, and 8 reference the GeoTest Services, Inc. report for the project, dated May 25, 2017. 38. Please ensure that a note is added for full slab insulation throughout in order to meet the Energy Credit 1a chosen for this project. Verify through the details given by the Architect that they accommodate the engineers design. APPLICANT RESPONSE: There are notes on the Architectural drawings (Sheets A.16 & A.21 Detail #s 6,7, & 8) indicating that FULL slab insulation throughout is required per WA. State Energy code Credit 1a. Please see Structural drawings and correction letter for ways in which rigid insulation below the slab has been accounted for in engineering drawings and calculations. 40. It looks as though the fire partition walls do not meet Section 714.3.1 through 714.3.3 regarding what can be placed in a partition wall. Will the plumbing and fire sprinklers go through these wall cavities? Will the washer boxes and dryer vents penetrate this wall? Will this affect the design of the walls? APPLICANT RESPONSE: See Sheet A.9-2 for IBC penetration notes as well as details. 43. Provide individual truss sheets and truss plan layout packets for this project. APPLICANT RESPONSE: Project roof truss design to be by Pro Build. See truss design sheets and packet provided by Pro Build. A note has been added to architectural Sheets A.8 and A.21 indicating that roof truss design is by other. 44. Truss packet will show hardware connectors for truss ends. APPLICANT RESPONSE: See truss sheets and packet provided by Pro Build. A note pertaining to truss hardware connectors has been added to architectural Sheets A.8 and A.21. 45. Verify that the truss for the attic draft stop is designed to meet the nailing pattern as stated by the engineer. APPLICANT RESPONSE: See truss sheets and packed provided by Pro Build for nailing pattern design. A note has been added to the architectural Sheets A.8 and A.21 indicating that the roof truss design for attic draft stopping is to meet the nailing pattern as stated by the engineer. 46. Positively identify all attic access locations throughout. APPLICANT RESPONSE: Attic access has been indicated on Sheets A.7 and A.8. See also Sheet A.10. Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 7 47. Is the attic equipped with a fire sprinkler? APPLICANT RESPONSE: The attic is NOT equipped with a fire sprinkler system per IBC section 718.4.2 Exception #4. See IBC notes under “Draftstopping Code Requirements†on Sheet A.9-2. 48. It looks as though the Architect identified a different location for the attic draft stop than the Engineer. Verify that location is the same for each roof plan. APPLICANT RESPONSE: See correction item #21. As noted draft stopping on the Architectural plans has been updated to reflect proposed locations for attic draftstopping in the structural set. END OF CORRECTION LETTER Cor-Ltr(BUILDING-A)_3-28-18 6/5/2018 8 BUILDING -- "A" EXTRA DUMPSTER EXERCISE 19' Permit #: BLD1820-A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 HYDRANT PLANTING STRIPSIDEWALK STANDARD REFUSE TABLE OF CONTENTS (w/ 6 yard dump) PROJECT DESCRIPTION: 6'-0" HIGH C.M.U. SCREEN WALL PROJECT: New 12 unit multifamily apartment building (Bldg "A" only) A.1 Building Site Plan LOCATION: City of Arlington A.2 Notes & Code Sheet PROJECT NAME: 31st Avenue Apartments A.3 First Level Floor Plan PROPOSED SITE REGRADING: SITE PLAN APPROVAL PER CITY OF ARLINGTON: NOTE: Contractor to confirm FILE NO.: PLN#318 A.4 First Level Floor Plan -- Accessibilty (ADA) SEE CASCADE ENGINEERING SITE PLAN FOR PROPOSED SITE 24' requirements for dumpster size, SURVEY: T 31,R 05, S 20, Q NE A.5 ADA Details CONTOURS AS WELL AS PROPOSED SITE DRAINAGE PLAN For additional site related information see project site plan & Special Use Permit approved screened enclosure, truck A.6 Second Level Floor Plan by the City of Arlington Building Department, Planning Division on May 15, 2017. access, etc. w/ Waste A.7 Third Level Floor Plan Management NW prior to PARCEL INFORMATION: A.8 Roof Plan construction. 19 A.9-1 & 9-2 Building Assemblies 5' OWNER: GR & R HOLDINGS, LLC eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net A.10 Building Sections PROJECT ADDRESS: 18321 31st Avenue Ne A.11 Building "A" -- Elevations COMPACT ARLINGTON, WA. 98223 A.12 Building "A" -- Elevations COMPACT 20 A.13 Building "A" -- Elevations PROJECT SITE AREA: 62,114 Square Feet 15' BENCHES A.14 Door Schedules 108 107 106 105 104 103 102 HC 101 HC 100 99 98 97 96 95 94 93 A.15 Window Schedules SNOHOMISH COUNTY ASSESSOR A.16 Energy/Mechanical Sheet 21 PARCEL NUMBERS & LEGAL DESCRIPTIONS: A.17 Stair Section & Details A.18 Stair Section & Details 00960014000300 A.19 Stair Section & Elevation T 31, R 05, S 20, Q NE A.20 Stair Landing Details ADA PARKING SIDEWALK 1:12 slope 92 22 MOBILE HOME/PARK GUINN'S MOBILE A.21 Building Details SIGN, TYP. PER PLAN 1:12 slope HOME PARK PRK 140 D-00 SPACE 3 00472500000804 S1.1 General Structural Notes S2.1 Foundation Plan HIGHWAY HOME SITES BLK 000 D-04 - S 270 FT 91 S2.2 Second Floor Framing Plan 23 OF W 230 FT OF TH PTN LOT 8 LY NLY OF LN RUN S2.3 Third Floor Framing Plan WLY FR SW COR LOT 6 & BEING PLW N LN SD LOT 8 S2.4 Roof Floor Framing Plan AKA PAR "A,B, & C" OF UNREC SP 68-68 2 BEDROOM S3.1 Concrete Details 1:12 slope 15'-6" 1 BEDROOM 90 00960014000100 S4.1 Framing Details PROPOSED 42" 24 S4.2 Lateral Details MOBILE HOME/PARK GUINN'S MOBILE HIGH PICKET BIKE RACKS STANDARD S4.3 Details HOME PARK PRK 140 D-00 SPACE 1 FENCE 5 bikes min. PER PLAN SIDEWALK 89 1 BEDROOM 00960014000201 SITE PLAN REQUIREMENTS: 25 MOBILE HOME/PARK GUINN'S MOBILE 1. The project architectural site plan & landscape plan was approved by the COMPACT HOME PARK - PARK 140 D-00 SPACE 2 City of Arlington Land Use Division on 5-15-17 per City of Arlington 88 BENCHES Municipal Code, Chapter 20, Land Use WALKWAY BLDG. - "A" 26 PER PLAN ZONING CODE 2. Per Civil Engineering submittal the project property is NOT in a 2822 S.F. COVERAGE 87 designated flood plain. BLDG. - "C" ZONING: RHD (Residential High Density) 19' SETBACKS: FRONT YARD -- 10 FT. PER AGREEMENT W/CITY OF ARLINGTON 3. Fire hydrant and apparatus clearances and location to be approved by 15' 27 Fire Department. See City approved project site plan for proposed hydrant REAR YARD -- 20 FT. location. 86 SIDE YARDS -- 20 FT. 1:12 slope up per ADA WALKWAY 2 BEDROOM 24' OCCUPANCY: R-2 (RESIDENTIAL) 4. Road access as indicated in City approved project site plan. WALKWAY 1:12 slope 28 DECK 1:12 slope up per ADA PER PLAN 85 HEIGHT RESTRICTIONS: 45 FT. MAX. ALLOWED 5. Stormwater drainage per Civil Engineering plan submittal. MAXIMUM LOT COVERAGE ALLOWED: 75% 6. Utilities for water and electrical per Civil Engineering plan submittal. 29 84 HC 31st AVENUE N.E. GARDEN PATH ROCK WALL PROJECT TEAM: 1:12 slope ENTRY 5' MINI PARK ARBOR 11'-9" TRELLIS Project Address: 18321 31st Avenue NE Structural Engineer: Fossatti Pawlak, Structural Engineers Arlington, WA. 98223 1735 Westlake Ave. N, Suite 205 Seattle, WA. 98109 83 Owner: GR & R Holdings LLC 1:12 slope up per ADAWALKWAY Brent Rasmussen & Earl Groendyk, Civil Engineer Cascade Surveying & Engineering, Inc. 30 Managing Members & Surveyor: P.O. Box 326 WALKWAY 12520 6th Avenue NE 105 E. Division Street 1:12 slope up per ADA 1:12 slope 82 BBQ AREA Mill Creek, WA. 98271 Arlington, WA. 98223 Architect: Eric Denny Architecture Geotechincal GEOTEST, Inc. 31 3726 Meridian Ave. N. Engineer: 26011 67th Avenue NE 81 Seattle, WA. 98103 Arlington, WA. 98223 BLDG. - "B" Contact: Eric Denny, AIA 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 206.679.8025 Traffic Gibson Traffic Consultants, Inc. 80 32 eadenny@comcast.net Engineer: James Professional Building 2813 Rockefeller Ave., Suite B 1 Everett, WA. 98201 WALKWAY COMPACT PLANTING STRIPSIDEWALK 79 33 BIKE RACKS BUILDING SUMMARY: 6 bikes min. 78 1:12 slope 34 (Building "A") 19'-6" BUILDING NUMBER: # STORIES: BUILDING HEIGHT: # OF 1-BEDROOM UNITS: # OF 2-BEDROOM UNITS: SQUARE FOOTAGE: * 77 STANDARD 35 A 3 41'-6" 6 6 7177 S.F. B SEE BUILDING "B' PROJECT SHEETS 76 FRONT SETBACK 1:12 slope ADA PARKING SIDEWALK C SEE BUILDING "C" PROJECT SHEETS 1:12 slope 13' 5' SIGN, TYP. 36 BBQ AREA SIDEWALK FOR UNIT TOTALS FOR BUILDINGS "B" & "C" SEE PROJECT TOTAL UNITS BUILDING "A" =12 DRAWING SHEETS FOR THOSE BUILDINGS INDIVIDUALLY. * Unit square footage numbers are NET square footage numbers (i.e. measured from interior of walls). 37 DATE: 1/10/18 15' JOB #: 1344 60 61 62 63 64 65 66 HC 67 HC 68 69 70 71 72 73 74 75 PARKING SUMMARY: LOT COVERAGE CALCS: TITLE: SITE PLAN COMPACT 38 PROJECT SITE COMPACT Per AMC Chapter 20.72 Parking: SEE SITE PLAN PERMIT APPROVED BY CITY OF ARLINGTON, DRAWINGS 2 stalls x 48 units + 1 stall x (48 / 4) = 108 stalls DATED 12-19-16. 5' proposed: 39 59 Standard stalls 44 Compact stalls OPEN SPACE SUMMARY: 24' UTILITY LOCATE: 5 ADA stalls = MINI PARK REQUIRED: EXIST SITE CONTOURS The applicant shall call for utility line locates to ensure that the utility lines will 1 bicycle stall per 10 vehicle stalls required 1 bed x 1.4 x 27 units x 65 = 2457 s.f. PER SURVEY, TYP. be placed in the correct locations per the Civil drawings. proposed: 2 bed x 2.2 x 21 units x 65 = 3003 s.f. 11 bicycle stalls bike racks provided at north & south TOTAL: 5460 S.F. REQUIRED PLAY AREA entry points to buildings. See 6268 s.f. PROPOSED site plan this sheet. 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 = OPEN SPACE: 19' 5% x 62,114 s.f. (property size) = 3106 s.f. REQUIRED STANDARD 3305 s.f. PROPOSED VICINITY MAPN.T.S. PLANTING STRIPSIDEWALK TYPE "B" LANDSCAPE SCREEN (see landscape plan L.1) TYPE "B" LANDSCAPE SCREEN (see landscape plan L.1) NORTH 31st Avenue northeast SITE PLAN 12" PARKING ACCESSIBILITY (ADA) NOTES: RESERVED BUILDING -- "A"Permit #: BLD1820-A SCALE: 1" = 10' SECTION 502 Parking Spaces (from American National Standard Accessible and Usable Building and Facilities Manual, 2009) SECTION 406 CURB RAMPS (from American National Standard Accessible and Usable Building and Facilities Manual, 2009) 0 10 20 30 50 PARKING 18" BLDG. - "A" 406.2 Counter Slope. Counter slopes of adjoining gutters and road surfaces immeditely adjacent to the curb ramp shall not be steeper than 1:20. The 502.1 General. Accessible car and van parking spaces shall comply with Section 502. adjacent surfaces at transitions at curb ramps to walks, gutters and streets shall be at the same level. NO. REVISION DATE 502.2 Vehicle Space Size. Car parking spaces shall be 96 inches minimum in width. 406.3 Sides of Curb Ramps. Where provided, curb ramp flares shall not be steeper than 1:10. ADJOINING SURFACE SIDEWALK CURB RAMP 1:12 1 6/5/18 1:20 MAX. SLOPE 502.3 Vehicle Space Marking. Car and van parking spaces shall be marked to define the width. Where parking spaces are marked with lines, MAX. SLOPE 406.4 Width. Curb ramps shall be 36 inches minimum in width, exclusive of flared sides. 3' MIN. 2O 12 the width measurements of parking spaces and adjacent access aisles shall be made from the centerline of the markings. LANDING 1 1 60" MIN. 406.5 Floor Surface. Floor surfaces of curb ramps shall comply with Section 302. (& 303). (= 8% MAX.)1:12 MAX. SLOPE 502.4 Access Aisle. Car and van parking spaces shall have an adjacent access aisle complying with Section 502.4. 302.1 General. Floor surfaces shall be stable, firm, and slip resistant. 502.4.1 Location. Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle CURB 303.2 Vertical. Changes in level of 1 Access aisles shall not overlap with the vehicular way. Parking spaces shall be permitted to have access aisles placed on either side of the car 4" maximum in height shall be permitted to be vertical. TYPICAL CURB RAMP SECTION DETAIL STREET NORTH or van parking space. (Per ADA Manual: Fig. 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps) PROPOSED PROJECT PERSPECTIVE 406.6 Location. Curb ramps and the flared sides of curb ramps shall be located so they do not project into vehicular traffic lanes, parking spaces, or 502.4.2 Width. Access aisles serving car and van parking spaces shall be 60 inches minimum in width. SCALE: 3/8" = 1'-0" parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared sides. N.T.S. A.1 502.4.3 Length. Access aisles shall extend the full length of the parking spaces they serve. 3' MIN. CURB 502.4.4 Marking. Access aisles shall be marked so as to discourage parking in them. FLARED SIDES OF RAMP 406.7 Landings. Landings shall be provided at the tops of curb ramps. The clear length of the landing shall be 36 inches minimum. The clear width RAMP COPYRIGHT ERIC DENNY ARCHITECTURE1 OF 22 1:10 MAX. SLOPE (10%), TYP. SECTION 703.6 SYMBOLS OF ACCESSIBILITY (from American National Standard Accessible and Usable Building and Facilities Manual, of the landing shall be at least as wide as the curb ramp, excluding flared sides, leading to the landing. 502.5 Floor Surfaces. Parking space and access aisles shall... have surface slopes not steeper than 1:48. STREET 2003) 406.8 Obstructions. Curb ramps shall be located or protected to prevent their obstruction by parked vehicles. 502.7 Identification. Where accessible parking spaces are required to be identified by signs, the signs shall include the International Symbol of TYPICAL CURB RAMP PLAN DETAIL 7063.6.2 Finish and Contrast. Symbols of accessibility and their backgrounds shall have a nonglare finish. Symbols of accessibility Accessibility. Such signs shall be 50 inches minimum above the floor of the parking space measured to the bottom of the sign. shall contrast with their backgrounds, with either a light symbol on a dark background or a dark symbol on a light background. 406.9 Handrails. Handrails are not required on curb ramps. (Per ADA Manual Fig. 406.3 Sides of Curb Ramps) PERMIT DRAWING SCALE: 3/8" = 1'-0" Image from: Fig. 703.6.3.1 International Symbol of Accessibility. GENERAL NOTES: GENERAL FIRE NOTES: GEOTECHNICAL LIST of SPECIAL INSPECTIONS: DEFERRED SUBMITTALS: Refer to geotechnical engineering report and structural engineering notes for soil bearing 1. Structural Engineering: Wind Table 1705.11 IBC IBC 107.3.4.1 Deferred submittals. Deferral of any submittal items shall have the prior approval of the 1. All work under this contract shall comply with the current editions of the International 1. Hydrants shall be in service prior to start of work. capacity, temporary shoring requirements, grading requirements and new foundation 2. Structural Engineering: Seismic Table 1705.12 IBC building official. The registered design professional in responsible charge shall list the deferred submittals Building Code, National Electric Code and Washington State Department of Labor and requirements. Refer to geotechnical report and City of Arlington BMP's for Stormwater 3. Structural Engineering: AISC 360 Table Ch. N. on the construction documents for review by the building official. Documents for deferred submittal items Industries regulations, Washington State Energy Code as well as City of Arlington 2. Fire extinguishers: Verify requirements and locations for fire extinguishers during Pollution Prevention and Erosion Control. All work is to be done in accordance with shall be submitted to the registered design professional... who shall review them and forward them to the Municipal Code. construction with fire marshal. Contractor is to supply fire extinguishers as required by recommendations and approval by the project geotechnical engineer and project building official... indicating they... have been reviewed and found to be in general conformance to the code and/or indicated on drawings. structural engineer. Follow approved schedule of Special Inspections at all times. Project design of the building. The deferred submittal items shall not be installed until the deferred submittal 2. General Contractor shall verify and coordinate all existing and new utilities and site geotechnical engineer is to be present on-site during installation of temporary shoring documents have been approved by the building official. conditions before and during construction. Inform Architect of variations between contract 3. Portable fire extinguishers shall be provided throughout construction area with a piles and walls (if necessary), during excavation and during placement of all concrete documents and existing conditions. maximum travel distance that meets jurisdictional requirements and standards specified forms. Geotechnical engineer to verify required bearing for all new work and to make Project Deferred Submittals: for new extinguishers. on-site recommendations for the placing of concrete forms. Do no site work without -- Pre-manufactured roof truss system 3. Do not scale drawings; dimensions govern. Verify all dimensions on the job. approval of project geotechnical engineer. -- Manufactured stair, landing and railing systems Contractor shall notify Architect immediately of any and all discrepancies. Drawing scales 4. Flammable liquids at job site shall not be stored in the building and shall be stored, are indicated to provide proportion and should be verified with similar drawings and listed dispensed and used in accordance with requirements of local fire official and IBC. Project geotechnical engineer of record = GeoTest Services, Inc. dimensions. Date of project geotechnical report = 5.25.2017 5. All penetrations of fire resistive floors and walls shall be protected by materials and 4. For new construction dimensions are to face of foundation walls and face of rough installation of details that conform to underwriters laboratories' listings and IBC for BUILDING CODE (IBC 2015) framing, unless noted otherwise. For remodel work dimensions from existing building through penetration fire stop system. elements are taken from finished face of walls, floors, ceilings, etc. 6. Openings for electrical devices in fire resistive wall construction shall conform to CONSTRUCTION TYPE (FIRE CODE): VA eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 5. Provide blocking behind all wall mounted accessories and ledgers and as required by requirements of IBC. WEATHERIZATION applicable manufacturer recommendations, and as approved by Architect. OCCUPANCY: R-2 (RESIDENTIAL) 7. Provide fire blocking, draftstops and firestops per the IBC. Flash and seal all exterior openings watertight per plans and the latest accepted industry 6. Drawings and specifications: details cover furnishing and installation of all materials practices and standards. Wrap, flash and seal the building envelop watertight per plans and work as called for on drawings and/or specifications are part of this contract. It shall 8. Building smoke detector system to be installed per code. and the latest accepted industry practices and standards. Roofing to be installed per be the responsibility of each Contractor to check with architectural and all other contract latest accepted industry practices and standards. Wherever possible industry certified drawings before installation of work. Any discrepancy between drawings shall be brought 9. Building carbon monoxide detector system to be installed per code. installers should employed. BUILDING CODE ANALYSIS: to Architect's attention by notification for clarification. Any work installed in conflict with PROPOSED CONDITION: ALLOWED per CODE: CODE SECTION: REMARKS: architectural drawings shall be corrected by Contractor at his own expense and at no 10. Building to meet all egress requirements as dictated by code. The Architect recommends that a Waterproofing Consultant be employed to help ensure expense to Owner, Engineer or Architect. that waterproofing of the building is done to the latest industry standards. Waterproofing Bldg A Bldg B Bldg C Bldg A Bldg B Bldg C 11. Building to meet all of 2015 IBC fire resistive construction. Contact Architect with consultant to inspect and certify building envelop and all penetrations, typ. 7. Each installer shall be responsible for verification and coordination with other installers related questions. Occupancy Classification: R-2 R-2 R-2 R-2 R-2 R-2 310.4 Residential Group to secure compliance of drawings and specifications concerning accurate location of The undersigned has provided building enclosure documents (exterior building envelop) structural members and openings for mechanical, electrical and miscellaneous BUILDING DEPARTMENT NOTES: that in my professional judgement are appropriate to satisfy the requirements of RCW equipment. 64.55.005. See Architect's stamp/signature this sheet. Fire Protection (Active): S13R S13R S13R S13R S13R S13R Chapter 9 1. Openings shall be caulked, sealed, or weatherstripped. 8. Prior approval is required on all changes or alterations to approved plans. 2. Seal tears and joints in insulation with tape. 3. Moisture control to be provided per Washington State Energy Code. Building Height (Stories/Feet): 3 story / 41'-10" 3 story / 41'-10" 3 story / 41'-10" 60 ft. 60 ft. 60 ft. Table 504.3 & 504.4 9. Contractor shall become familiar with existing site condition, soils information and 4. Service water pipes in unheated spaces shall be insulated per Washington State required grading to include costs associated with unfavorable weather conditions typical Energy Code. during winter and spring construction. 5. Provide fire blocking, draftstops and firestops per the IBC. 2420 s.f. 2nd & 3rd ea. 2268 s.f. 2nd & 3rd ea. 4858 s.f. 2nd & 3rd ea. Total floor areas of all three buildings is < 12,000 6. All nailing per IBC and per structural. Building Area: 2337 s.f. main flr. 2176 s.f. main flr. 4694 s.f. main flr. 12,000 s.f./floor 12,000 s.f./floor 12,000 s.f./floor Table 506.2 s.f./floor. Buildings considered as one building. 10. Contractor shall review documents and bid projects as a completed project free of 7. Provide smoke and carbon monoxide detectors per the IBC. obvious omissions. Where materials and methods are not specifically called out, but are 8. Provide approvde security and locking devices at new doors and windows per IBC. foreseeable, they shall be included in the bid. 9. Electrical outlets and switches to be located per code. PRE-CONSTRUCTION MEETING: Type of Construction: VA VA VA VA VA VA Chapters 5,6, & 7 11. All debris shall be removed from premises and areas shall be left in broom clean Prior to the start of construction the contractor to schedule a pre-construction meeting Single exit/unit to open Single exit/unit to open Single exit/unit to open Single exit/unit to Single exit/unit to Single exit/unit to condition at all times. CODES Means of Egress: stairs stairs stairs open stairs open stairs open stairs Chapter 10 with the Architect, geotechnical engineer, civil engineer as well as any necessary City of Arlington building officials. 12. Contractor shall be responsible for complete security of building while job is in USE CURRENT VERSIONS OF CODES ENFORCED PER CITY OF ARLINGTON: progress and until job is completed. Contractor shall be responsible for prevention of INTERNATIONAL BUILDING CODE, 2015 -- WAC 51-51 theft & vandalism within the construction area. INTERNATIONAL MECHANICAL CODE -- WAC 51-52 NFPA 54, NATIONAL FUEL GAS CODE -- WAC 51-52 WOOD & EARTH SEPARATION: FIRE RESISTANCE RATING REQUIREMENTS FOR 13. Contractor shall be responsible for all safety precautions and the methods, EDITION OF NFPA 58, LIQUIFIED PETROLEUM GAS CODE -- WAC 51-52 1. WOOD LOCATED NEARER THAN 6 INCHES TO BUILDING ELEMENTS (hours) per IBC Table 601 techniques, sequences or procedures required to perform the Contractors work. The INTERNATIONAL FUEL GAS CODE -- WAC 51-52 EARTH SHALL BE TREATED WOOD OR WOOD OF Architect has no overall supervisory authority or actual and/or direct responsibility for the INTERNATIONAL FIRE CODE -- WAC 51-54 TYPE "VA" CONSTRUCTION: NATURAL RESISTANCE TO DECAY PER CODE. specific working conditions at the site and/or for any hazards resulting from the actions of UNIFORM PLUMBING CODE & STANDARDS -- WAC 51-56 AND WAC 51-57 ALL WOOD IN CONTACT WITH CONCRETE SUCH HOUR SEPARATION HOUR SEPARATION any trade Contractor. The Architect has no duty to inspect, supervise, note, correct, or 2015 WASHINGTON STATE ENERGY CODE - WAC 51-11 BUILDING ELEMENT: PROPOSED: per CODE: AS PLATES, SILLS AND LEDGERS SHALL BE report any health or safety deficiencies to the Owner, Contractors, or other entities or WASINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE -- WAC 51-13 TREATED WOOD OR WOOD OF NATURAL persons at the project site. NDS: NATIONAL DESIGN SPECIFICATIONS RESISTANCE TO DECAY PER CODE. TREAT ALL Primary structural frame 1 1 CUT ENDS WITH 14. All operations conducted on the premises shall not be objectionable beyond property END-CUT SOLUTION. USE GROUND CONTACT boundary lines by reason of noise, steam, odor, gases, smoke, vibration, hazard, or other UTILITIES Bearing walls -- Exterior 1 1 TREATED WOOD. causes. 1. CONTRACTOR TO CALL LOCAL SERVICE PROVIDER FOR UTILITY LOCATE PRIOR TO 3. RECENT TESTS OF NEW ARSENIC FREE P.T. THE START OF ANY EXCAVATION WORK. CALL BEFORE YOU DIG. WOOD HAVE BEEN SHOWN TO HAVE CORROSION Bearing walls -- Interior 1 1 15. Contractor shall keep all adjacent City streets and site property clean at all times. 2. NEW UTILITIES PER CIVIL ENGINEERING DRAWINGS. POPBLEMS W/ METALS. FASTENERS, HANGERS, Nonbearing walls and partitions -- NAILS, ETC., MUST BE STAINLESS STEEL, HOT- 16. All items marked "N.I.C." are not part of this Contract. Interior 0 0 DIPPED GALVANIZED, OR AS SPECIFICALLY 17. All work shall be applied in accordance with manufacturer's latest recommendations DRAWING NOTES: REQUIRED FOR THE SPECIFIED WOOD Floor construction and associated PRESERVATIVE USED. THE COATING WEIGHTS secondary members 1 1 or written directions. 1. Do not scale drawings. 2. Local and jurisdictional codes govern. FOR Roof construction and associated 1 18. Plans are minimums and where details are not specifically shown, consistent 3. Where discrepancies exist between architectural drawings ZINC-COATED FASTENERS TO BE IN secondary members 1 1 practices shall be used. Codes and ordinances take precedence over plans and project survey, civil engineering, and structural engineering ACCORDANCE SEE FIRE ASSEMBLY DETAILS -- SHEET A.9 FOR ADDITIONAL INFORMATION specifications and wherever inconsistencies exist, it will be the Contractor's responsibility drawings, survey, civil, and structural work to govern. WITH ASTM 1 153. PROVIDE DOCUMENTATION to immediately notify the Owner and Architect and provide acceptable corrections at no 4. Consult architect prior to work. IN additional charge. 5. Prior to work general contractor to schedule a pre-construction meeting THE FIELD SHOWING THE REQUIRED FASTENER with architect and owner. PROTECTION CONSIDERING THE WOOD CHOSEN. IBC SECTION 402 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 19. Flammable liquids at job site shall not be stored in the building and shall be stored, 420.2 Separation wall. Walls separating dwelling units in the same building, walls separating sleeping units in the IBC Table 1004.1.2 Maximum Floor Area Allowances per Occupant -- dispensed and used in accordance with requirements of local fire official and IBC. Supporting project documentation includes the following: same building and walls separating dwelling or sleeping units from other occupancies contiguous to them in the Function of Space = Residential A. Civil engineering site drawings by Cascade Surveying & BUILDING & SITE DRAINAGE: same building shall be constructed as fire partitions in accordance with Section 708. Per 708.3 Fire resistance Occupant Load Factor = 200 gross 20. Portable fire extinguishers shall be provided throughout construction area with a max. Engineering Inc. rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour. * See unit occupant load calculations on Apartment Unit Summary table this sheet travel distance as prescribed in the code and shall meet standards specified for new B. Information provided by 4B Partners, Inc. (now GR & R Holdings, LLC) PER CASCADE SURVEYING AND ENGINEERING, INC. extinguishers. C. Project geotechnical engineering report by Geotest, Inc. 420.3 Horizontal separation. Floor assemblies separating dwelling units in the same buildings, floor assemblies IBC Section 1005.3.1 Stairways D. Structural engineering design by Fossatti Pawlak Structural Engineers separating sleeping units in the same building and floor assemblies separating dwelling or sleeping units from Occupant load of unit x 0.3 inches = Minimum stairway width. (36 inches minimum) 21. Contractor shall provide electrical permit for the project. other occupancies contiguous to them in the same building shall be constructed as horizontal assemblies in * See unit occupant load calculations on Apartment Unit Summary table this sheet BUILDING VENTING (PASSIVE) REQUIREMENTS accordance with Section 711. Per 711.2.4.3 Dwelling units and sleeping units. Horizontal assemblies serving as Maximum stair tread depth = 11 inches per IBC 1011.5.2 22. Openings for electrical devices in fire resistive wall construction shall confirm to PROJECT REQUIREMENTS: dwelling or sleeping unit separations in accordance with Section 420.3 shall not less than 1-hour Maximum stair riser height = 7 inches requirements of IBC. WINDOW & GLASS DOOR GUARDS are required on operable windows when the exterior ROOF VENTING: fire-resitance-rated construction. Maximum opening size between treads = 4 inches sill height exceeds 72 inches above grade and the interior sill height is less than 24 VENTING CALCULATIONS ARE BASED ON THE LARGEST RAFTER BAYS PROPOSED FOR THE 23. Sealing, caulking and weather-stripping shall be installed to provide a complete inches above finished floor. BUILDING AS FOLLOWS: 420.5 Automatic sprinkler system. Group R occupancies shall be equipped throughout with an automatic sprinkler SEE SHEETS A.10 THRU A.17 thru A.20 FOR ADDITIONAL STAIR NOTES AND DETAILS. building envelope. system in accordance with Section 903.2.8. GLAZING IDENTIFICATION labels are to remain on all glazing until the insulation -- LARGEST RAFTER BAY = 20'-6" x 1'-4" = 27 s.f. ea. rafter bay x 1 = 0.2 s.f. minimum IBC Table 1006.2.1 Spaces with One Exit or Exit Access Doorway 24. All penetrations of fire resistive floors or walls shall be protected by materials and 150 420.6 Fire alarm systems and smoke alarms. Fire alarm systems and smoke alarms shall be provided in Group R-2 Maximum common path of egress travel distance (with sprinklers) = 125 feet (for R-2 buildings) inspection is complete. venting required installation details that conform to underwriters laboratories' listings and IBC for through occupancies in accordance with Section 907.2.9. Single or multiple-station smoke alarms shall be provided in penetration of fire stop system. NOTE: Under floor framing inspection is required prior to floor sheathing installation. -- VENTING PROPOSED THROUGHOUT EACH BUILDING = CONTINUOUS RIDGE VENTING Group R-2 in accordance with Section 907.2.11. IBC Table 1006.3.2(1) Stories with one exit of access to one exit for R-2 occupancies PLUS BIRD BLOCKING EACH RAFTER BAY. Story = first, second or third story above grade plane 25. Provide fire blocking, draftstops and firestops per the IBC. IBC SECTION 708 Occupancy = R-2 NOTE: Exterior & interior shear-wall nailing inspection is required prior to cover. 708.1 General The following shall comply with this section. 26. All exterior wall openings, flashings, counter-flashings, and expansions joints shall -- GABLE END VENTS PROPOSED FOR EACH BUILDING. SEE ELEVATION SHEETS A.11 THRU Max. number of dwelling units = 4 dwelling units/story be constucted as to make them weatherproof and watertight. 1. Separation walls as required by Section 420.2 for Groups ... R-2. Max. common path of egress travel distance = 125 ft. NOTE: Roof-sheathing nailing inspection is required prior to cover. A.20. 708.3 Fire-resistance rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour. DATE: 1/10/18 27. Provide galvanic insulation between disumilar metals. 708.4 Continuity. Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below to the IBC SECTION 1008 -- Means of Egress Illumination: NOTE: For additional inspection requirements contact City of Arlington building dept. BUILDING INSULATOIN: underside of the floor or roof sheathing, slab or deck above or to the fire-reistance-rated floor/ceiling or roof/ceiling Contractor to consult building official to determine exact location and type of fixtures necessary for egress JOB #: 1344 BUILDING INSULATION TO BE BATT INSULATION AS LOCATED PER PLAN. ALL WORK DONE 28. Moisture control to be provided per Washington State Energy Code. assembly above, and shall be securely attached thereto. In combustible construction where the fire partitions are illumination. RAIN DRAING LEADERS AND FOOTING DRAINS shall be tight lined to an approved point PER MANUFACTURER'S SPECIFICATIONS. TITLE: NOTES & CODE not required to be continuous to the sheathing, deck or slab, the space between the ceiling the the sheathing, deck of disposal and inspection prior to cover. 29. Ventilate all roof cavities (rafter spaces) per code. or slab above shall be fireblocked or draftstopped in accordance with Secitons 718.2 and 718.3 at the partition line. IBC Section 1011.2 Stairway width and capacity. Exception #1 applies -- Stairways serving an occupant load of less than 50 shall have a width of APPROVED ADDRESSES shall be provided for all new and existing buildings in such a Exceptions: 30. All nailing per the IBC. not less than 36 inches. position as to be plainly visible and legible from the street or road fronting the property. 5. Attic fireblocking or drafstopping is not required at the partition line in Group R-2 buildings that do not exceed 31. Provide approved security and locking devices at new exterior doors per IBC. four stories above grade plane, provided the attic space is subdivided by draftstopping into areas not exceeding IBC Section 1011.7.3. Note that per this section enclosures under stairs are required to have 1 hour fire protection. THE CONTRACTOR SHALL VERIFY THE PROPERTY LINES AND SETBACKS for the 3000 square feet or above every two dwelling units, whichever is smaller. The stairs are proposed to be OPEN (unenclosed). SEE SHEET A.3 FOR NOTE INDICATING THAT NO placement of the structure authorized by the permit. All property lines shall be identified 32. Electrical outlets and switches per code. Locations to be verified with owner. and string lines provided at time of inspection. STORAGE/ENCLOSURE IS PERMISSIBLE BENEATH STAIRS. FOR THIS PROJECT: ATTIC FIRE FIREBLOCKING/DRAFTSTOPPING IS PROPOSED AT THE PARTITION LINE BETWEEN EVERY TWO UNITS. SEE SHEET A.8 ROOF PLAN. 33. All concrete foundations to bear on native soil. The Architect recommends that a ALL NEW GAS SERVICES AND GAS SERVICES which are expanded shall have an IBC Section 1014 Handrails Geotechnical Engineer be employed to determine proper soil bearing capacity for the new approved earthquake shut off valve installed in the building supply line immediately after Handrail height, measured above stair tread nosings shall be uniform, not less than 34 inches construction as well as recommend soil amendments as necessary to achieve proper 708.5 Exterior walls. and not more than 38 inches. the gas meter. The valve shall be located outside the structure and be accessible. bearing capacity. Where exterior walls serve as a part of a required fire-resistance-rated separation, such walls shall comply with the requirements of Section 705 for exterior walls, and the fire-resistance-rated separation requirements shall not apply. Handrail extensions. Handrails shall return to a wall, guard or the walking surface or shall be continuous 34. Slope all finished grade away from building. to the handrail of an adjacent flight of stairs. Where handrails are not continuous between flights, the handrails Exception: Exterior walls required to be fire-resistance rated in accordance with... Section 1027.6 for exterior exit shall extend horizontally not less than 12 inches beyond the top riser and continue to slope for the depth of 35. Patch and repair all areas affected by construction including G.W.B., lath & plaster, stairways and ramps. one tread beyond the bottom riser. The extensions of handrails shall be in the same direction of the flights of trim, etc. and leave in "as new" condition. stairs at stairways. 708.6 Openings. Openings in a fire partition shall be protected in accordance with Section 716. 36. Where possible recycle or reuse waste material. Clearance. Clear space between a handrail and a wall or other surface shall be not less than 1-1/2" inches. IBC Table 716.6 Fire Window Assembly Fire Protection Ratings: Windows in exterior walls with 1 hour fire rating = 3 IBC Section 1015 Guards: 4 HOUR MINIMUM FIRE WINDOW ASSEMBLY REQUIRED. CONFIRM RATING REQUIREMENT WITH WINDOW 37. Provide adequate and functioning drainage away from new and existing construction. Section 1015.1 Operable windows with sills located more than 72 inches above finished grade or other surface MANUFACTURER PRIOR TO ORDERING WINDOWS AND SLIDING DOORS. below shall comply with section 1015.8 (see below). 38. Provide necessary shoring and bracing to secure site and building area during 708.7 Penetrations. construction. 1015.2 Guards shall be located along open sided walking surfaces, including mezzanines, stairs, ramps and Penetrations of fire partitions shall comply with Section 714. See Sheet A.9-2 for additional project notes and landings that APARTMENT UNIT SUMMARY TABLE details on penetrations. 39. Install gypsum wall board per standard practice and manufacturer's are located more than 30 inches measured vertically to the floor or grade below at any point within 36 inches recommendations. All exposed gypsum board to have metal edges at all corners and wall horizontally to Unit square footage # Units Square footage Occupancy calculation/unit # occupants 708.9 Ducts and air transfer openings. intersections. Penetrations in a fire partition by ducts and air transfer openings shall comply with Section 717. See Sheet A.???? the edge of the open side. BUILDING -- "A"Permit #: BLD1820-A Building A Two bedroom units x 673 s.f. = 6 4038 s.f. 673 s.f. / 200 s.f. gross = 3 for additional project notes and details on ducts. 1015.3 Height. Required guards shall be not less than 42 inches high, measured vertically as follows: One bedroom units x 471 s.f. = 6 2826 s.f. 471 s.f. / 200 s.f. gross = 2 IBC CHAPTER 9 -- FIRE PROTECTION SYSTEMS: 1. From the adjacent walking surfaces. 2. On stairways from the line connecting the leading edges of the tread 907.3 Fire Safety Function. nosings. NO. REVISION DATE Building B Two bedroom units x 673 s.f. = 3 2019 s.f. 673 s.f. / 200 s.f. gross = 3 In buildings not equipped with a fire alarm system, the automatic fire detector shall be powered by normal electrical service and, upon actuation, perform the intended function. The detectors shall be located in accordance with 1015.4 Opening limitations. Required guards shall not have openings that allow passage of a sphere 4 inches in 1 6/5/18 One bedroom units x 522 s.f. = 3 1566 s.f. 522 s.f. / 200 s.f. gross = 3 NFPA 72. diameter from the walking surface to the required guard height. One bedroom units x 471 s.f. = 6 2826 s.f. 471 s.f. / 200 s.f. gross = 2 SMOKE ALARMS are to be installed in each sleeping room and outside each separate sleeping area in the 1015.8 Window openings. Windows in Group R-2 buildings where the top of the sill of an operable window immediate vicinity of the bedrooms. Alarms shall receive their primary power from the building wiring with battery opening is located less than 36 inches above the finished floor and more than 72 inches above the finished grade Building C Two bedroom units x 673 s.f. = 12 8076 s.f. 673 s.f. / 200 s.f. gross = 3 back-up. Wiring shall be permanent and without a disconnected switch other than those required for overcurrent or other surface below on the exterior of the building, shall comply with the following (AS SELECTED FOR THIS protection. Smoke alarms shall be interconnnected and comply with building fire warning equipment provisions of One bedroom units x 471 s.f. = 12 5652 s.f. 471 s.f. / 200 s.f. gross = 2 PROJECT): NFPA 72. #2. Operable windows where the openings will not allow a 4-inch-diameter sphere to pass through the opening Total two bedroom units = 21 48 UNITS TOTAL 27,003 TOTAL SQ. FT. 915.1 General (Carbon Monoxide Detection): when the window is in its largest opened position. (SEE WINDOW SCHEDULE SHEET A.22 -- CERTAIN AWNING A.2 Total one bedroom units = 27 Carbon monoxide detection shall be installed in existing buildings in accordance with Chapter 11 of the WINDOWS) International Fire Code. Carbon monoxide detectors to be installed outside each bedroom per plan. #3. Operable windows where the openings are provided with window fall prevention devices that comply with Unit square footage numbers are "NET" -- measured from interior face of walls COPYRIGHT ERIC DENNY ARCHITECTURE2 OF 22 SEE SHEETS A.3, A.6, & A.7 FOR PROPOSED SMOKE DETECTORS & CARBON MONOXIDE DETECTOR ASTM F2090. (SEE WINDOW SHEDULE SHEET A.22 -- CERTAIN CASEMENT WINDOWS). LOCATIONS. IBC Section 1017 EXIT ACCESS TRAVEL DISTANCE Per Table 1017.2: PERMIT DRAWING See Section 1006.3.2 this sheet See also floor plan Sheets A.3, A.6, and A.7 for exit access travel routes & distances. A B C D B 51'-2" 6'-6" 25' down 1 START OF MAX. TRAVEL 4'-1 " 9'-11" 2 down DISTANCE ROUTE 2' 3' MIN. (POINT "A") 4 3 2' 1"2 3 2' PROPOSED FIRE EQ 5 LIVING/DINING 6'-4" SPRINKLER ROOM. 3'-6 START OF MAX. TRAVEL LOCATION TO BE DISTANCE ROUTE DUCT SOFFIT EQ 6'-6" CONFIRMED. " (POINT "A") 6 5' 1 2 6 CLOSET CLOSET BEDROOM 2 x 8 wall9'-11 BEDROOM KITCHEN 2' 11'-1" 5'-4" 3 BEDROOM SD SD SD 8' LIVING/DINING CM SD fan 14'-5" " 1 2 6 4 4 eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 4'-0 4 3'-6" 2'-7" EXIT ACCESS TRAVEL ROUTE 7 7 " LAUNDRY FAN & 3' MIN. 2 CLOSET CM SD EXIT ACCESS TRAVEL ROUTE 1 UNIT #2 DRYER VENT TO fan 1"2CLOSET 2'-4 (1 bedroom) DUCT THRU SOFFIT 3 fan " dryer 2'-4 1 TO EXTERIOR, TYP. 1 2 3'-8 " 18° 10 2 2'-2" 5'-5 5'-4" 15'-6" " 9'-9" washer 5'-7" down 1 2 " KITCHEN 2 32'-4" 11 1 10 washer 32'-4 8'-4 5 3'-1" fan 2'-7" BATH 2 x 8 wall UNIT #3 4' 3'-31" 8'-10" 2' 2 8'-4" dryer fan (1 bedroom) KITCHEN 5 dryer 1 3'-6" 3'-6 " 8' 2 "2 h.w. 1 washer 2'-4 CLOSET CLOSET 10 UNIT #1 ENTRY h.w. 2'-2" fan 5 (2 bedroom) EXIT ACCESS TRAVEL ROUTE8 ENTRY 12 6'-8" MAINTAIN 24" MIN. " SD SEPARATION BTWN 1 2 CM 43 FT. TO POINT "B" 1 3'-8 4 MAINTAIN 36" MIN. 41 FT. TO POINT "B" WASHER BOXES, TYP. SD 13'-6" -- 15 ADDITIONAL FT. SEPARATION BTWN. LIVING/DINING 1 -- 12 ADDITIONAL FT. BOXES TO BE 1 HR. RATED, TYP. TO EXIT DISCHARGE SMOKE DET. & BATH DOOR < 125 FT. ALLOWED TO EXIT DISCHARGE ENTRY 5 PER CODE, TYP. < 125 FT. ALLOWED CLOSET BATH 1' 1 6 BEDROOM 12 5'-7" 1 2 CLOSET 8'-41 " 2'-41 " 9'-112" 2'-5" 2 2 7' 51'-2" 2 2 x 8 wall 14' 2'-3" 3' MIN. 10'-6" 7 down UP BATH 16'-10" CLOSET CONC. LANDING 8'-4" 1 AT SLIDING DOOR, 2'-4 " BEDROOM 8'-10" 2 TYP. 1'-6" 7 ENTRY 1'-6" 1 11 h.w. 5 SD AREA BENEATH STAIRS IS TO REMAIN OPEN " -- NO STORAGE OR ENCLOSURE PERMITTED 4'-6" 8 CLOSET 1 2 6 washer dryer 4 BENEATH STAIRS, TYP. 3'-3 fan 2'-3" 2'-5" CLOSET CM 10 " SD 1 2 25' 1 1 2'-41 " 4' 5'-52" 4'-02" 5' 2' 4'-1 2 CLOSET B 4 UNIT #4 6 STAIR NOTES: (2 bedroom) KITCHEN down A TYPE "A" UNIT SD A 1) Prior to setting footings for stair towers, determine stair layout. 14' 2) Consult architect on design of stairs prior to layout. 2 BEDROOM 3 9'-9" 9'-11" LIVING/DINING FOUNDATION INSULATION NOTES: down fan R-10 rigid polyiso insulation to be placed BENEATH ENTIRE concrete slab on grade in order for project to meet WA State BLDG - A Energy Code (See Sheets A.23 & A.28 for additional detail) 1 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 11'-1" HVAC NOTES: 1 32'-4 " NORTH 2 HRV can be substituted for ERV. Consult Architect regarding BLDG - C any substitution. GROUND LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0" 11'-9" BLDG - B DATE: 1/10/18 JOB #: 1344 TITLE: GROUND FLR PLAN 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.3 COPYRIGHT ERIC DENNY ARCHITECTURE3 OF 22 PERMIT DRAWING B A B C D 4 30" x 48" (door) 30" x 48" (door) LIVING/DINING BEDROOM BEDROOM BEDROOM CLOSET CLOSET 30" x 48" (closet) 2 x 8 wall KITCHEN UNIT #2 30" x 48" (closet) (1 bedroom) 3 SD SD 30" x 48" (door) 30" x 48" (door) 30" x 48" (closet) 30" x 48" (closet) CM SD SD 40" min clear (kitchen) LIVING/DINING 60" x 52" (door) 60" x 52" (door) 60" x 52" (door) CLOSET CM SD CLOSET UNIT #3 dryer (1 bedroom) eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 48" x 56" (W.C.) 30" x 48" (door) 30" x 48" (lav) KITCHEN washer 30" x 48" (door) 30" x 48" (laundry) 40" min clear (kitchen) BATH washer 30" x 48" (door) 30" x 48" (laundry) 2 x 8 wall 30" x 60" (bathtub) 30" x 60" (bathtub) dryer KITCHEN dryer 30" x 48" (lav) 48" x 56" (W.C.) h.w. 40" min clear (kitchen) washer CLOSET CLOSET ENTRY UNIT #1 h.w. 30" x 48" (laundry) 30" x 48" (door) (2 bedroom) 30" x 48" (closet) 30" x 48" (closet) ENTRY 30" x 48" (door) SD CM 60" x 54" (door) ENTRY 30" x 48" (door) SD 60" x 52" (door) 30" x 48" (door) LIVING/DINING 48" x 60" (door) BATH 30" x 48" (door) 30" x 48" (door) 60" x 54" (door) CLOSET 30" x 48" (lav) BEDROOM 30" x 48" (closet)CLOSET 30" x 48" (door) 30" x 60" (bathtub) 30" x 48" (closet) 2 x 8 wall48" x 56" (W.C.) 2 UP 60" dia. turning CLOSET 60" x 66" (W.C.) BEDROOM 30" x 48" (closet) 30" x 48" (door) 30" x 60" (bathtub) ENTRY SD h.w. BATH 30" x 48" (closet) 30" x 48" (lav) 30" x 48" (closet) 48" x 60" (door) CLOSET dryer washer 60" x 52" (door) CLOSET 30" x 48" (closet) 30" x 48" (door) CM SD 30" x 48" (door) A 30" x 48" (laundry) A CLOSET B 60" x 52" (door) 30" x 48" (closet) UNIT #4 40" min clear (kitchen) (2 bedroom) KITCHEN BLDG - A TYPE "A" UNIT SD BEDROOM LIVING/DINING NORTH GROUND LEVEL FLOOR PLANS W/ ADA SCALE: 1/4" = 1'-0" 60" min drop countertop 1 NOTE: THIS IS NOT A SEPARATE FLOOR. THIS PAGE IS INTENDED TO ILLUSTRATE 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 BLDG - C A.D.A. COMPLIANCE ONLY. BLDG - B DATE: 1/10/18 JOB #: 1344 TITLE: ADA PLAN 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.4 COPYRIGHT ERIC DENNY ARCHITECTURE4 OF 22 PERMIT DRAWING 1 TYPE ""A" UNIT BATHROOM NOTES (from American National Standard Accessible and Usable Building and Facilities Manual, 2009) 24" 12" 24" MAX. MIN. MAX. 36"min. 12"min. 404.2.2 Clear Width: Doorways shall have a clear opening width of 32 inches minimum. Clear opening width of doorways with 18" MIN. swinging doors shall be measured between the face of door and stop, with the door open 90 degrees. eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 24"min. 12" MIN. 1003.3 Accessible Route -- Location: At least one accessible route shall connect all spaces and elements that are a part of the unit. 12" MIN. TYPE ""B" UNIT BATHROOM NOTES (from American National Standard Accessible and Usable Building and Facilities Manual, 2009) 1003.3.2 Turning Space: All rooms served by an accessible route shall provide a turning space per code. For this project I've provided 9" 9" 9" 17-19" circular turning space 60 inches in diameter. 1004.5.1 Primary Entrance Door: Maneuvering clearances required shall not be required on the unit side of the primary entrance door. 33-36" 33-36" 30-36" 39-41" 33-36" 33-36" 33-34" 3 1003.11.2 Doors: Doors shall not swing into the clear floor space or clearance for any fixture. Exception: Where a clear floor space 30" 1004.5.2 User Passage Doorways -- Clear Width: Doorways shall have a clear opening of 31 4" minimum. clear opening of swinging doors shall be measured between the face of the door and stop, with the door open 90 degrees. BATHROOM EAST NORTH 15" MIN. 18" MIN. x 48" is provided within the room beyond the arc of the door swing. BATHROOM EAST NORTH BATHROOM EAST ELEVATION 17-19" 17-19" SCALE: 1/4" = 1'-0", TYP. BATHROOM EAST ELEVATION SCALE: 1/4" = 1'-0", TYP. 1003.11.3 Overlap: Clear floor spaces, clearances at fixtures and turning spaces are permitted to overlap. 29"min. clr. 1004.11.1 Toilet and Bathing Facilities -- Clear Floor Space: Doors shall not swing into the clear floor space for any fixture -- excluding 1 knee and toe clearances under elements is provided with the room beyond the arc of the door swing. 1003.11.4 Reinforcement: Reinforcement shall be provided for the future installation of grab bars and shower seats at water closets, bathtubs, and shower compartments. 104.11.1.3 Overlap: Clear floor spaces shall be permitted to overlap. 54"min. 54" MIN. 12" 24" 36"min. 1004.11.2 Reinforcement: Reinforcement shall be provided for the future installation of grab bars and shower seats at water closets, 39-41" MAX. MIN. 24" MAX. 1003.11.5 Lavatory: Cabinetry shall be permitted under the lavatory, provided: 39-41" 12"min. 18" MIN. 18" MIN. (a) the cabinetry can be removed without removal or replacement of the lavatory; bathtubs, and shower compartments. 18" MIN. 42" MIN. 12" MIN. 18" MIN. 24"min. (b) the floor finish extends under such cabinetry; and 1004.11.3.1 Lavatory: A clear floor space (as illustrated above) positioned for parallel approach, shall be provided. Cabinetry shall be 42" min. 12" max. permitted under the lavatory provided such cabinetry can be removed without removal or replacement of the lavatory, and the floor finish extends under such cabinetry. 9" 9" (c) the walls behind and surrounding cabinetry are finished. 9" 3"- 6" 1 33-36" 39-41" 33-36"33-34" 33-36" 33-36" 33-36" 30-36" 1003.11.6 Mirrors: Mirrors above lavatories shall have the bottom edge of the reflecting surface 40 inches maximum above the floor. 1004.11.3.1.2 Water Closet: The lateral distance from the centerline of the water closet to a lavatory shall be as illustrated. 16-18" min. 1003.11.7.1 Water Closet: The water closet shall be positioned with a wall to the rear and to one side. The centerline of the water 1004.11.3.1.3.1 Parallel Approach Bathtubs: A clearance 60 inches minimum in length and 30 inches minimum in width shall be BATHROOM SOUTH ELEVATION BATHROOM WEST ELEVATION BATHROOM SOUTH ELEVATION 17-19" BATHROOM WEST ELEVATION closet shall be 16 inches minimum and 18 inches maximum from the sidewall. provided in front of bathtubs with a parallel approach. Lavatories shall be be permitted in the clearance. 29" MIN. CLR. 1003.11.7.2 Clearance: A clearance around the water closet of 60 inches minimum, measured perpendicular from the side wall, and 56 inches minimum, measured perpendicular from the rear wall, shall be provided. TYPE "A" UNIT BATHROOM -- ONE BEDROOM UNIT TYPE "B" UNIT BATHROOMS 1003.11.7.3 Overlap: The required clearance around the water closet shall be permitted to overlap the water closet, associated grab (UNIT #5 IS THE ONE BEDROOM TYPE "A" UNIT) (UNIT #1 ILLUSTRATED -- OTHER UNITS SIMILAR) bars, paper dispensers, coat hooks, shelves, accessible routes, clear floor space required at other fixtures, and the wheelchair turnign space. 1003.11.7.4 Height: The top of the water closet seat shall be 15 inches minimum and 19 inches maximum above the floor, measured to NOTE: For Type "B" units only blocking for future grab bar the top of the seat. installation is required. 607.4.2 Bathtubs without Permanent Seats: For bathtubs without permanent seats, grab bars shall be provided. 607.4.2.1 Back Wall: Tow horizontal grab bars shall be provided on the back wall, one 9" above the rim of the bathtub and the other above that (per the drawing). Each grab bar shall be 24 inches minimum in length, located 24 inches maximum from the head end wall and extend to 12 inches maximum from the control end wall. 607.4.2.2 Control End Wall: A horizontal grab bar 24 inches minimum in length shall be provided on the control end wall beginning 54"min. 12" 24" 24" near the front edge of the bathtub and extend toward the inside corner of the bathtub. A vertical grab bar 18 inches minimum in length MAX. MIN. MAX. shall be provided on the control end wall 3 inches minimum to 6 inches maximum above the horizontal grab bar, and 4 inches 39-41" 18" MIN. maximum inward from the front edge of the bathtub. 18" MIN. 607.4.2.3 Head End Wall: A horizontal grab bar 12 inches minimum in length shall be provided on the head end wall at the front edge 12" max. 42" min. of the bathtub. INTERIORS NOTES: 9" 9" 3" - 6" 1. Confirm cabinet layout meets ADA requirements with Architect prior to ordering. 33-36" 33-36" 1 33-36" 2. Confirm kitchen appliances and fixtures meet ADA requirements prior to ordering. BATHROOM EAST NORTH BATHROOM EAST ELEVATION 17-19" SCALE: 1/4" = 1'-0", TYP. 3. Confirm bathroom layouts and fixtures with Architect prior to ordering. Confirm ADA clearances with Architect prior to ordering 4. Confirm ADA requirements for each room prior to start of framing. 36"min. 18" MIN. 12"min. 18" MIN. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 24"min. 1 1 9" 3"- 6" 17-19" 33-36" 39-41" 33-34" 30-36" NUMBER OF ACCESSIBLE UNITS ON SITE: 16-18" min. Per IBC 1107.6.2.2 Apartment Houses Type A units and Type B units shall be provided in apartment houses. BATHROOM SOUTH ELEVATION 29"min. clr. BATHROOM WEST ELEVATION TYPE A UNITS: In Group R-2 occupancies containing more than 20 dwelling units or sleeping units, at least 2 percent but not less than one of the units shall be a Type A unit. All Group R-2 units on a site shall be considered to determine the total number of units and the required number of Type A units. Type TYPE "A" UNIT BATHROOM -- TWO BEDROOM UNIT A units shall be dispersed among the various classes of units. (UNIT #4 IS THE TWO BEDROOM TYPE "A" UNIT) 48 UNITS X 2% - 0.96 (or one unit). TWO TYPE A UNITS PROVIDED TYPE B UNITS: Where there are four or more dwelling units or sleeping units intended to be occupied as a residence in a single structure, every dwelling unit intended to be occupied as a residence shall be a Type B unit. DATE: 1/10/18 48 TOTAL UNITS - 2 TYPE A UNITS = 46 TYPE B UNITS PROPOSED. JOB #: 1344 TITLE: ADA DETAILS ADA ICC A117.1-2009 CODE REQUIREMENTS: TYPE ""A" UNIT KITCHEN NOTES (from American National Standard Accessible and Usable Building and Facilities Manual, 2009) 1 306.2 Toe Clearance. Space beneath an element between the floor and 9 inches above the floor shall be considered toe clearance and shall comply with Section 306.2 1003.12.1 Minimum Clearance: Clearance between all opposing base cabinets, counter tops, appliances, or walls within kitchen work areas shall be 40 inches minimum. 306.2.2 Maximum depth. Toe clearance shall be permitted to extend 25 inches maximum under an element. 305.3 Clear Floor Space: The clear floor space shall be 48 inches minimum in length and 30 inches minimum in width. 30" MIN. 30" MIN. 306.2.3 Minimum depth. Where toe clearance is required at an element as part of a 1003.12.3 Work Surface: At least one section of counter shall provide a work surface 30 inches minimum in length. Exception: clear floor space , the toe clearance shall extend 17 inches minimum beneath the (a) the cabinetry can be removed without removal or replacement of the work surface; element. (b) the floor finish extends under such cabinetry; and OPEN OPEN (c) the walls behind and surrounding cabinetry are finished. 34" MAX. " MAX. 34" MAX. 306.2.4 Width. Toe clearance shall be 30 inches minimum in width. 2 1 6 1003.12.3.2 Height: The work surface shall be 34 inches maximum above the floor. RANGE TO HAVE FRONT 306.3 Knee Clearance. Space beneath an element between 9 inches and 27 inches FACED CONTROLS ONLY above the floor shall be considered knee clearance. 1003.12.4.1 Clear Floor Space at Sinks: A clear floor space, positioned for a forward approach to the sink, shall be provided. Knee and KITCHEN SOUTH ADA PER CODE toe clearance shall be provided. Exceptions: 306.3.2 Maximum depth. Knee clearance shall be permitted to extend 25 inches (a) the cabinetry can be removed without removal or replacement of the sink; KITCHEN NORTH ELEV. maximum under an element at 9 inches above the floor. (b) the floor finish extends under such cabinetry; and SCALE: 1/4" = 1'-0", TYP. (c) the walls behind and surrounding cabinetry are finished. 306.3.3 Minimum depth. Where knee clearance is required beneath an element as part TYPE "A" UNIT KITCHEN of a clear floor space, the knee clearance shall be 11 inches minimum in depth at 9 1003.12.4.2 Height: The front of the sink shall be 34 inches maximum above the floor, measured to the height of the rim or counter (UNIT #5 ILLUSTRATED -- UNIT #4 SIMILAR) inches above the floor, and 8 inches minimum in depth at 27 inches above the floor. surface. 306.3.5 Width. Knee clearance shall be 30 inches minimum in width. 1003.12.5 Kitchen Storage: A clear floor space, positioned for a parallel or forward approach to the kitchen cabinets, shall be provided. BUILDING -- "A"Permit #: BLD1820-A ADA ICC A117.1-2009 CODE REQUIREMENTS: 1003.12.6.2 Clear Floor Space at Appliances: A clear floor space, positioned for a parallel or forward approach, shall be provided at 404.2.6 Door hardware. handles, pulls, latches, locks and other operable parts on each kitchen appliance. Clear floor space shall be permitted to overlap. accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting of the wrist to operate. Operable 1003.12.6.6 Refrigerator/Freezer: Combination refrigerators and freezers shall have at least 50 percent of the freezer compartment NO. REVISION DATE parts of such hardware shall be 34 inches minimum and 48 inches maximum shelves, including the bottom of the freezer 54 inches maximum above the floor when the shelves are installed at the maximum heights above the floor. pssible in the compartment. A clear floor space, positioned for a parallel approach to the space dedicated to the refrigerator/freezer, EXCEPTION: Locks used only for security purposes and not used for normal 1 6/5/18 shall be provided. The centerline of the clear floor space shall be offset 24 inches maximum from the centerline fo the dedicated space. operation shall not be required to comply with Section 404.2.6. A.5 COPYRIGHT ERIC DENNY ARCHITECTURE5 OF 22 PERMIT DRAWING B C B A 12' 10'-6" D START OF MAX. TRAVEL DISTANCE ROUTE 2' (POINT "A") LINE OF WALL BELOW LINE OF WALL BELOW 4 " 1 2 LIVING/DINING 9 3'-6 START OF MAX. TRAVEL DISTANCE ROUTE " (POINT "A") 6 5' 1 2 6 BEDROOM CLOSET CLOSET BEDROOM 2 x 8 wall BEDROOM UNIT #18 9'-11 KITCHEN (1 bedroom) 5'-4" 3 SD SD SD 8' CM SD fan 1"2 6 8 8 14'-5" 4'-0 7 8 3'-6" 2'-7" LIVING/DINING EXIT ACCESS TRAVEL ROUTE 7 " 2 CLOSET CM SD EXIT ACCESS TRAVEL ROUTE 1 fan 1"2CLOSET 2'-4 UNIT #19 eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net fan (1 bedroom) 10'-6" " dryer 2'-4 1 1 2 3'-8 " 10 2 2'-2" 5'-5 5'-4" LINE OF WALL BELOW 9'-9" washer 5'-7" " KITCHEN 2 11 1 10 3'-1" 8'-4 9 fan 2'-7" BATH washer 2 x 8 wall 1 2' 4' 3'-3 " 8'-10" fan 2 8'-4" dryer KITCHEN 9 dryer 3'-6" 3'-61" 8' 2 h.w. washer CLOSET CLOSET 10 UNIT #17 h.w. 2'-2" fan 9 (2 bedroom) EXIT ACCESS TRAVEL ROUTE8 6 ENTRY MAINTAIN 24" MIN. ENTRY " SD SEPARATION BTWN 1 2 CM 43 FT. TO POINT "B" 6'-8" 3'-8 8 MAINTAIN 36" MIN. 43 FT. TO POINT "B" 1 WASHER BOXES, TYP. SD -- 34 ADDITIONAL FT. SEPARATION BTWN. LIVING/DINING 1 -- 39 ADDITIONAL FT. BOXES TO BE 1 HR. RATED, TYP. TO EXIT DISCHARGE SMOKE DET. & BATH DOOR 12' TO EXIT DISCHARGE ENTRY 9 PER CODE, TYP. < 125 FT. ALLOWED < 125 FT. ALLOWED BATH CLOSET BEDROOM 6 6 1 LINE OF WALL BELOW 5'-7" 1 CLOSET 8'-41 " 2'-41 " 9'-112" 2 2 2 x 8 wall 2 7 UP BATH CLOSET 8'-4" 1 2'-4 " BEDROOM 8'-10" 2 7 ENTRY 1 11 h.w. 9 SD " 8 CLOSET 1 2 6 dryer washer 8 3'-3 fan CLOSET CM 10 SD 1 1 2'-41 " 4' 5'-52" 4'-02" 5' A 2 A UNIT #20 CLOSET B (2 bedroom) 8 6 KITCHEN BLDG - A SD BEDROOM 9'-9" LIVING/DINING fan NORTH STAIR NOTES: SECOND LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0" 1 1) Prior to setting footings for stair towers, determine stair layout. 2) Consult architect on design of stairs prior to layout. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 HVAC NOTES: BLDG - C HRV can be substituted for ERV. Consult Architect regarding any substitution. BLDG - B DATE: 1/10/18 JOB #: 1344 TITLE: SECOND FLR PLAN 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.6 COPYRIGHT ERIC DENNY ARCHITECTURE6 OF 22 PERMIT DRAWING B C B A 12' 10'-6" D START OF MAX. TRAVEL DISTANCE ROUTE 2' (POINT "A") 4 " 1 2 9 3'-6 START OF MAX. TRAVEL LIVING/DINING DISTANCE ROUTE (POINT "A") 6 5' 6 CLOSET CLOSET 2 x 8 wall BEDROOM UNIT #34 KITCHEN BEDROOM BEDROOM (1 bedroom) 5'-4" 3 SD SD SD 8' CM SD fan " 1 2 8 8 6 14'-5" 4'-0 8 3'-6" 2'-7" LIVING/DINING EXIT ACCESS TRAVEL ROUTE 7 7 " 12 CLOSET CM SD EXIT ACCESS TRAVEL ROUTE fan 1"2CLOSET 2'-4 UNIT #35 eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net fan (1 bedroom) 10'-6" " dryer 2'-4 1 1 2 3'-8 " 10 2 2'-2" 5'-5 9'-9" washer 5'-7" " KITCHEN 2 11 1 10 3'-1" BATH 8'-4 9 fan washer 2 x 8 wall 1 2' 4' 3'-3 " 8'-10" fan 2 8'-4" dryer KITCHEN 9 dryer 3'-6" 3'-61" 8' 2 h.w. washer CLOSET CLOSET 10 UNIT #33 h.w. 2'-2" fan 9 (2 bedroom) EXIT ACCESS TRAVEL ROUTE8 6 ENTRY MAINTAIN 24" MIN. ENTRY " SD SEPARATION BTWN 1 2 CM MAINTAIN 36" MIN. 43 FT. TO POINT "B" 6'-8" WASHER BOXES, TYP. 3'-8 8 43 FT. TO POINT "B" 1 SD SEPARATION BTWN. -- 52 ADDITIONAL FT. BOXES TO BE 1 HR. RATED, TYP. LIVING/DINING 1 -- 57 ADDITIONAL FT. SMOKE DET. & BATH DOOR TO EXIT DISCHARGE 12' TO EXIT DISCHARGE ENTRY 9 PER CODE, TYP. < 125 FT. ALLOWED < 125 FT. ALLOWED BATH CLOSET BEDROOM 6 1 5'-7" 8'-41 " 2'-41 " CLOSET 2 2 6 DOWN ATTIC ACCESS 2 2 x 8 wall 22 X 30 INCHES PER CODE -- 1 HR. 7 FIRE RATE, TYP. BATH CLOSET 1 HR. GLAZING 3' X 3' SKYLIGHT 8'-4" 1 8'-10" 2'-4 " BEDROOM 2 7 ENTRY 1 11 h.w. 9 SD " 8 CLOSET 1 2 6 dryer washer 8 3'-3 fan CLOSET CM 10 SD 1 1 1 5'-5 " 4'-0 " A 2'-4 2" 4' 2 2 5' A UNIT #36 CLOSET B (2 bedroom) 8 6 KITCHEN BLDG - A SD BEDROOM 9'-9" STAIR NOTES: LIVING/DINING fan 1) Prior to setting footings for stair towers, determine stair layout. 2) Consult architect on design of stairs prior to layout. NORTH HVAC NOTES: THIRD LEVEL FLOOR PLAN 1 SCALE: 1/4" = 1'-0" HRV can be substituted for ERV. Consult Architect regarding any substitution. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 BLDG - C BLDG - B DATE: 1/10/18 JOB #: 1344 TITLE: THIRD FLR PLAN 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.7 COPYRIGHT ERIC DENNY ARCHITECTURE7 OF 22 PERMIT DRAWING A B C B D 4 RIDGE VALLEY 3 VALLEY HIP eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net RIDGE VALLEY HIP RIDGE VALLEY HIP VALLEY HIP 2 VALLEY CONTINUOUS FIRE PARTITION W/ DRAFTSTOPPING AT ATTIC, TYP. -- SEE FIRE ASSEMBLY DETAIL #1 STAIR AWNING SHEET A.9 BELOW, TYP. LOCATION OF ATTIC ACCESS A HATCH BELOW -- 22 X 30 INCHES A PER CODE -- 1 HR. FIRE RATE, TYP. B RIDGE IBC SECTION 708 BLDG - A 708.3 Fire-resistance rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour. 708.4 Continuity. Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above or to the fire-reistance-rated floor/ceiling or roof/ceiling assembly above, and shall be securely attached thereto. In combustible construction where the fire partitions are not required to be continuous to the sheathing, deck or slab, the space between the ceiling the the sheathing, deck or slab above shall be fireblocked or draftstopped in accordance with Secitons 718.2 and 718.3 at the partition line. Exceptions: 1 5. Attic fireblocking or drafstopping is not required at the partition line in Group R-2 buildings that do not exceed four stories above grade plane, provided the attic space is subdivided by draftstopping into areas not exceeding 3000 square feet or above every two dwelling units, whichever is smaller. NORTH 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 BLDG - C ATTIC FIREBLOCKING/DRAFTSTOPPING PROPOSED AT PARTITION LINE BETWEEN EVERY TWO APARTMENT UNITS, TYP. ROOF PLAN SCALE: 1/4" = 1'-0" PRE-MANUF. ROOF TRUSS NOTES: ROOF FRAMING IS TO BE PRE-MANUFACTURED ROOF TRUSS SYSTEM DESIGNED BY OTHER. SEE PRE-MANUFACTURED ROOF TRUSS DRAWING PACKAGE FOR ROOF TRUSS DESIGN AND HARDWARE CONNECTORS BLDG - B VERIFY THAT THE TRUSSES FOR THE ATTIC DRAFTSTOPS IS DESIGNED TO MEET THE NAILING PATTERN AS STATED BY THE ENGINEER. VERIFY ATTIC ACCESS LOCATIONS ARE PER PLAN AND TO CODE CONFIRM LOCATIONS OF ATTIC DRAFTSTOPS WITH PROJECT STRUCTURAL ENGINEERING DRAWINGS. DATE: 1/10/18 JOB #: 1344 TITLE: ROOF PLAN 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.8 COPYRIGHT ERIC DENNY ARCHITECTURE8 OF 22 PERMIT DRAWING (for Interior Bearing Walls & Partition Walls btwn Apartment Units): GA-1 GA-2 GA-3 WALLS AND INTERIOR PARTITIONS, WOOD FRAMED EXTERIOR WALLS ROOF-CEILING SYSTEMS GA FILE NO. WP 3010 GENERIC 1 HOUR 60 to 64 STC GA FILE NO. WP 8105 GENERIC 1 HOUR GA FILE NO. RC 2604 PROPRIETARY * 1 HOUR FIRE SOUND FIRE FIRE GYPSUM WALLBOARD, RESILIENT CHANNELS, GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS WOOD ROOF TRUSSES, RESILIENT CHANNELS, GLASS FIBER GLASS FIBER INSULATION, WOOD STUDS INSULATION, CEILING DAMPER, GYPSUM WALLBOARD EXTERIOR SIDE: One layer 48" wide 5" Type X gypsum sheathing applied parallel to ARCHITECT'S NOTE: 8 Resilient channels 24" o.c. attached at right angles to ONE SIDE of 2 x 4 (per plan) wood 3 One layer of 5" proprietary Type X gypsum wallboard or gypsum veneer base applied at CONFIRM SLOPE OF ROOF PRIOR FOR FRAMING NOTES 2 x 4 wood studs 24" o.c. with 1-4" galvanized roofing nails 8 studs 16" o.c. with 1" Type S drywall screws. Base layer 5 " Type X gypsum wallboard or right angles to resilient furring channels 16" o.c. (12" when insulation is draped over TO SELECTION OF THIS DETAIL -- 8 STRUCTURAL DWGS 4" o.c. at vertical joints and 7" o.c. at intermediate studs and top and gypsum veneer base applied at right angles to channels with 1" Type S drywall screws 12" GOVERN, TYP. -- SEE bottom plates. Joints of gypsum sheathing may be left untreated. Exterior channels) with 1" Type S drywall screws 12" o.c. Gypsum board end joints attached with CONFIRM ROOF SHEATHING PER o.c. Face layer 5 " Type X gypsum wallboard or bypsum veneer base applied at right screws 8" o.c. to additional pieces of channel 60" long located 3" back on either side of STRUCTURAL PRIOR TO START OF 8 NOTE THIS SHEET BELOW cladding to be attached through sheathing to studs. angles to channels with 3 " daubs of adhesive 12" o.c. vertically and horizontally. end joint. Resilient channels applied at right angles to bottom chord of pitched wood WORK -- 4 Architect's Note: Exterior gypsum sheathing to go over plywood sheathing per structural. trusses 24" o.c. (o.c. per plan) with 1-1" Type S or W screws. Glass fiber insulation (CONSULT ARCHITECT PRIOR TO 4 OPPOSITE SIDE: Base layer 5 " Type X gypsum wallboard or gypsum veneer base applied Increase length of gypsum fasteners by not less than the thickness of the plywood 15 COMMENCING WORK) eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 8 secured to wood structural panels or draped over channels. Trusses supporting " wood 32 parallel to studs with 5d coated nails, 1 5 " long, 0.086" shank, 15 " heads, 32" o.c. sheathing (per Gypsum Assoc. Manual note). 8 64 structural panels applied at right angles to trusses with construction adhesive and 6d ring Second layer 1 " Type X gypsum wallboard or gypsum veneer base applied parallel to 2 G.A. Note: "When not specified as a component of shank nails 12" o.c. Optional ceiling damper (refer to manufacturer for information on the studs with 8d coated nails, 2 3 " long, 0.113" shank, 9 " heads, 12" o.c. Face layer 3 " INTERIOR SIDE: One layer 5" Type X gypsum wallboard, water-resistant gypsum 8 32 8 8 a fire tested wall or partition system, mineral fiber, type of damper). regular gypsum wallboard applied parallel to studs with 3 "daubs of adhesive 12" o.c. backing board, or gypsum veneer base applied parallel or at right angles to 4 glass fiber, or cellulose fiber insulation of a vertically and horizontally. 2" glass fiber insulation, 0.90 pcf, stapled to three layer side in studs with 6d coated nails, 1-7" long, 0.0915" shank, 1" heads, 7" o.c. thickness not exceeding that of the stud depth shall PROPRIETARY GYPSUM BOARD 8 4 stud space. (LOAD BEARING). be permitted to be added within the stud cavity." United States Gypsum Company 5" SHEETROCK Brand FIRECODE C 8 Core Gypsum Panels Joints staggered 16" each layer and side. (LOAD BEARING) (from the Gypsum Association Fire Resistance Design Manual 21st Edition GA-600-15) *Contact the manufacturer for more detailed information on proprietary products. (from the Gypsum Association Fire Resistance Design Manual 21st Edition GA-600-15) (from the Gypsum Association Fire Resistance Design Manual 21st Edition GA-600-15) 1 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ASSEMBLY NOTES: BUILDING ELEMENTS (hours) per IBC Table 601 TYPE "VA" CONSTRUCTION: 1. For framing call-outs in GA Assemblies STRUCTURAL DRAWINGS GOVERN. HOUR SEPARATION HOUR SEPARATION BUILDING ELEMENT: PROPOSED: per CODE: 2. Contractor requests for substitutions for fire rated assemblies must be submitted to the architect in writing for approval. Primary structural frame 1 1 GA-4 GA-5 FLOOR-CEILING SYSTEMS, WOOD FRAMED EXTERIOR FLOOR-CEILING SYSTEMS, WOOD FRAMED (at Stair Landings) Bearing walls -- Exterior 1 1 GA FILE NO. FC 5011 PROPRIETARY* 1 HOUR 60 to 64 STC GA FILE NO. FC 5100 PROPRIETARY* 1 HOUR 55 to 59 STC Bearing walls -- Interior 1 1 FIRE SOUND FIRE SOUND Nonbearing walls and partitions -- WOOD I-JOISTS, WOOD STRUCTURAL PANELS, WOOD JOISTS, WOOD STRUCTURAL PANELS, Interior 0 0 GYPSUM FLOOR TOPPING, RESILIENT CHANNELS, GYPSUM FLOOR TOPPING, GYPSUM WALLBOARD, Floor construction and associated FIRE SEPARATION: GLASS FIBER BATT OR LOOSE FILL INSULATION, RESILIENT CHANNELS, GLASS FIBER INSULATION secondary members 1 1 GYPSUM WALLBOARD PER GYPSUM ASSOC. FIRE RESISTANCE DESIGN MANUAL & IBC 2015: Roof construction and associated Type C exterior soffit board*(substitution) secondary members 1 1 ONE (1) HOUR FIRE SEPARATION TO BE PROVIDED AT EXTERIOR WALLS, PARTITION Base layer 1 One layer 5 " proprietary type X gypsum wallboard applied at right angles to resilient furring WALLS AND FLOOR/CEILING ASSEMBLIES PER 2015 IBC. SEE GYPSUM SYSTEMS 2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles 8 SEE FIRE ASSEMBLY DETAILS -- SHEET A.9 FOR ADDITIONAL INFORMATION to resilient channels 24" o.c. (16" o.c. when insulation is used) with 1" Type S drywall screws 16" channels spaced 24" o.c. with 1" type S drywall screws 8" o.c. Gypsum board end joints located FIRE RESISTANCE DESIGN DETAILS THIS SHEET. o.c. Gypsum board end joints located midway between continuous channels and attached with midway between continuous channels and attached to additional pieces of channel 54" long screws 8" to additional pieces of channel 60" long located 3" back on either side of end joint. located 3" back on either side of end joint. Resilient furring channels applied at right angles to ALL FIRE-RESISTIVE SYSTEMS SHALL BE FIRE BLOCKED IN ACCORDANCE WITH 2015 Resilient channels applied at right angles to minimum 10" deep wood I-joists spaced a maximum nominal 2 x 10 wood joists spaced a maximum of 24" o.c. with proprietary 2" x #8 screw and IBC. of 19" o.c. with 11 " Type X drywall screws. proprietary noise control isolator. Glass fiber batt insulation, 31 " maximum, stapled to subfloor 4 2 with 12" o.c. staple spacing. Wood joists supporting 15 " wood structural panel subfloor ALL PENETRATIONS IN A FIRE RATED SYSTEM SHALL BE FILLED WITH FIRESTOPPING 32 Face layer 1 " proprietary type X gypsum wallboard or gypsum veneer base applied at right angles applied at right angles to joists with construction adhesive and 8d sinker nails 8" o.c.19 " wood MATERIAL AS REQUIRED BY 2015 IBC. 2 32 SOUND CONTROL: to resilient cahnnels 15 " Type S drywall screws 8" o.c. and 11 " Type G screws 8" o.c. at the butt structural panels finished floor. 8 2 joints located mid-span between the resilient channels. Glass fiber insulation secured to PER GYPSUM ASSOC. FIRE RESISTANCE DEISGN MANUAL: FIRE-RESISTIVE SYSTEMS SHALL FUNCTION TO RESIST THE PASSAGE OF SMOKE PER subfloor or loose fill insulation applied directly over gypsum board. Wood I-joists supporting 2015 IBC. 19/32" wood structural panel subfloor applied at right angels to joists with construction adhesive PROPRIETARY GYPSUM COMPONENTS ALL OPENINGS THROUGH THE SYSTEM, AND ITS ENTIRE PREIMETER, SHALL BE 1 and 6d ring shank nails 12" o.c. Minimum 2" proprietary gypsum floor topping applied over SEALED AIRTIGHT. SUBSTITUTING MECHANICAL FASTERNERS FOR ADHESIVES, OR MANY APPROVED RECESSED LIGHTING FIXTURES REQUIRE SPECIAL PROTECTION. subfloor. PABCO Gypsum....................................................5 " FLAME CURB Super 'C' Type C THE USE OF MORE FASTENERS, MAY AFFECT THE RATING. CONSULT THE FIRE TEST REPORT OF LISTING FOR THE SPECIFIC SYSTEM FOR 8 PROTECTION DETAILS AND THE OPENING AREA LIMITATION. STC rated with I-joists spaced 24" o.c., 31 " glass fiber insulation in joists spaces, 3 2 4" proprietary RECESSED WALL FIXTURES, SUCH AS MEDICINE CABINETS OR ELECTRICAL, 1 PER GYPSUM ASSOC. FIRE RESISTANCE DEISGN MANUAL: gypsum floor topping poured over 4" proprietary sound reduction mat, and with finish flooring of ARCHITECT'S NOTE: TELEPHONE, TELEVISION , AND INTERCOM OUTLETS, THAT PENETRATE THE GYPSUM sheet vinyl, engineered wood laminate, and ceramic tile. (STC 64 when sheet vinyl or Per discussion with PABCO Gypsum, the designer of this system the following are permissible BOARD SHALL NOT BE LOCATED BACK-TO-BACK OR IN THE SAME STUD CAVITY. MINERAL FIBER OR GLASS FIBER SHALL NOT BE ARBITRARILY ADDED TO engineered wood laminate is applied to floor; STC 66 when tested with tested with ceramic tile and are proposed for this project: ANY OPENING FOR FIXTURES OR PIPES SHALL BE CUT TO THE PROPER SIZE AND FLOOR-CEILING SYSTEMS TO INCREASE EITHER STCs OR R-VALUES. THIS PRACTICE applied to floor). 1) 5 " Type C Exterior Soffit Board proposed as a substitution for Type X gypsum board. FIRESTOPPED PER CODE HAS BEEN SHOWN TO REDUCE THE FIRE-RESISTANCE RATING. THE ADDITION OF UP 8 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 PROPRIETARY GYPSUM COMPONENTS 2) Ceiling/floor system to include a vapor barrier between concrete floor and wood structural TO 16-3" OF 0.5 PCF GLASS FIBER INSULATION (R-40), EITHER BATT OR LOOSE-FILL, THE ENTIRE PERIMETER OF A SOUND INSULATING SYSTEM SHALL BE MADE 4 panels. TO ANY 1- OR 2- HOUR FIRE RESISTANCE RATED FLOOR-CEILING OR ROOF-CEILING United States Gypsum Company -- 1 " SHEETROCK Brand FIRECODE C AIRTIGHT TO PREVENT SOUND FLANKING. 2 3) Glass fiber insulation is a part of the proposed system and is to be included in the proposed SYSTEM HAVING A CAVITY DEEP ENOUGH TO ACCEPT THE INSULATION IS PERMITTED Core Gypsum Panels ceiling/floor system construction. PROVIDED THAT ONE ADDITIONAL LAYER OF EITHER 1" OR 5" TYPE X GYPSUM BOARD -- LEVELROCK Brand Floor Underlayment FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN 2 8 IS APPLIED TO THE CEILING. THE ADDITIONAL LAYER OF GYPSUM BOARD SHALL BE THE STC RATED SYSTEM AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE SYSTEM AND SIMILAR SURFACES WHERE PERIMETER RELIEF IS REQUIRED. APPLIED AS DESCRIBED FOR THE FACE LAYER OF THE TESTED SYSTEM EXCEPT (from the Gypsum Association Fire Resistance Design Manual 21st Edition (from the Gypsum Association Fire Resistance Design Manual 21st Edition THAT THE FASTENER LENGTH SHALL BE INCREASED BY NOT LESS THAN THE GA-600-15) GA-600-15) THICKNESS OF THE ADDITIONAL LAYER OF GYPSUM BOARD. TAPING GYPSUM BOARD WALL AND WALL-CEILING INTERSECTIONS PROVIDES AN ADEQUATE AIR SEAL AT THESE LOCATION. METALLIC OUTLET BOXES SHALL BE PERMITTED TO BE INSTALLED IN WOOD AND STEEL STUD WALLS OR PARTITIONS PER CODE. SEAL ALL OPENINGS IN FIRE WALLS FOR FIRE AND SOUND. WHEN GYPSUM BOARD IS APPLIED OVER STRUCTURAL PANELS THE LENGTH OF THE FASTENERS SPECIFIED FOR THE ATTACHMENT OF THE GYPSUM BOARD SHALL BE INCREASED BY NOT LESS THAN THE THICKNESS OF THE WOOD STRUCTURAL PANELS. DATE: 1/10/18 JOB #: 1344 TITLE: BLDG ASSEMBLIES SMOKE & CO DETECTORS: GENERAL FIRE NOTES: EMERGENCY ESCAPE AND RESCUE IBC SECTION 1008 IBC SECTION 1013 NOTE: IBC SECTION 1030 EMERGENCY ESCAPE AND RESCUE MEANS OF EGRESS ILLUMINATION EXIT SIGNS INSTALL SMOKE DETECTORS PER CODE. SMOKE 1. Hydrants shall be in service prior to start of work. 1030.1.1 Where required. Basements and sleeping rooms below the fourth story above DETECTORS TO BE HARDWIRED PER CODE. grade plane shall have at least one exterior emergency escape and rescue opening in Per IBC 1008.2 Illumination required: The means of egress serving a 1011.1 Where required. Exits and exit access doors shall be marked 2. Fire extinguishers: Verify requirements and locations for fire extinguishers during accordance with this section. Such openings shall open directly into a public way or to room or space shall be illuminated at all times that the room or space by an approved exit sign readily visible from any direction of egress = SMOKE DETECTOR.SD construction with fire marshal. Contractor is to supply fire extinguishers as required by a yard or court that opens to a public way. is occupied. travel. The path of egress travel to exits and within exits shall be code and/or indicated on drawings. marked by a readily visible exit signs to clearly indicate the direction of INSTALL CARBON MONOXIDE DETECTORS PER CODE. 1030.2 Minimum size. Emergency excape and resuce openings shall have a minimum Exceptions: egress travel in cases where the exit or the path of egress travel is not 3. Portable fire extinguishers shall be provided throughout construction area with a net clear opening of 5.7 square feet. 3. Dwelling units and sleeping units in Groups R-1, R-2 and R-3. immediately visible to the occupants. Intervening means of egress = CARBON MONOXIDE DETECTOR.CM maximum travel distance that meets jurisdictional requirements and standards specified Exception: The minimum net clear opening for grade-floor emergency escape and doors within exits shall be marked by exit signs. Exit sign placement for new extinguishers. rescue openings shall be 5 square feet. Per IBC 1008.3 and 1008.3.1 Emergency power for illumination: The shall be such that no point in an exit access corridor or exit power supply for means of egress illumination shall normally be SMOKE ALARMS: 4. Flammable liquids at job site shall not be stored in the building and shall be stored, passageway is more than 100 feet or the listed viewing distance for the 1030.2.1 Minimum dimensions. The minimum net clear opening height dimension provided by the premises' electrical supply. In the event of a power sign, whichever is less, from the nearest visible exit sign. Exit signs or dispensed and used in accordance with requirements of local fire official and IBC. shall be 24 inches. The minimum net clear opening width dimension shall be 20 supply failure in rooms and spaces that require two or more means of CHAPTER 9 FIRE PROTECTION SYSTEMS: exit placards shall be located at any other location determined by the inches. The net clear opening dimensions shall be the result of normal operation of the egress, an emergency electrical system shall automatically illuminate building official to be necessary to clearly indicate the direction of 5. All penetrations of fire resistive floors and walls shall be protected by materials and opening. necessary areas per code. CONSULT BUILDING OFFICIAL FOR 907.2.11.2 Groups R-2.... egress. installation of details that conform to underwriters laboratories' listings and IBC for PROPER EMERGENCY LIGHTING REQUIREMENTS. Single or multiple station smoke alarms shall be installed and maintained in Groups R-2... through penetration fire stop system. 1030.4 Maximum height from the floor. Emergency escape and rescue openings shall regardless of occupant load at all of the following locations: BUILDING EXIT SIGNAGE PROPOSED: 1. On the ceiling or wall outside of each separate sleeping area in the immediate have the bottom of the clear opening not greater than 44 inches measured from the floor. -- Illumination locations. Illumination shall be provided at every point Contractor to consult building official to determine exact location of 6. Openings for electrical devices in fire resistive wall construction shall conform to in the means of egress. Luminaries shall be installed whenever exit vicinity of bedrooms. exit signs, typ. requirements of IBC. 1030.4 Operational constraints. Emergency escape and rescue openings shall be signs are required as specified per IBC. 2 In each room used for sleeping purposes operational from the inside of the room without the use of keys or tools. Bars, grilles, 7. Provide fire blocking, draftstops and firestops per the IBC. grates or similar devices are permitted to be place over emergency escape and rescue -- Location and fixture placement. Means of egress illumination shall 907.2.11.4 Installation near bathrooms. openings provide the minimum net clear opening size complies with Section 1030.2 and be located in stairways, corridors, halls, passenger elevator cars, Smoke alarms shall be installed not less than 3 feet horizontally from the door or opening of a bathroom 8. Building smoke detector system to be installed per code. such devices shall be releasable or removable from the inside without the use of a key, lobbies, rooms, and other areas required to provide safe egress from that contains a bathtub or shower unless this would prevent palcement of a smoke alarm required by code. tool, or force greater than that which is required for normal operation of the emergency the premises and immediately outside of the building exit when 9072.11.6 Power source. 9. Building carbon monoxide detector system to be installed per code. escape and rescue opening. Where such bars, grilles, grates or similar devices are required by the building official. Fixtures shall be installed per the IBC. BUILDING -- "A"Permit #: BLD1820-A installed in existing buildings, smoke alarms shall be installed in accordance with In new construction, required smoke alarms shall receive their primary power from the building wiring 10. Building to meet all egress requirements as dictated by code. Section 907.2.11 regardless of the valuation of the alteration. BUILDING EGRESS ILLUMINATION PROPOSED: where such wiring is served from a commercial source and shall be equipped with a battery backup. Contractor to consult building official to determine exact location and 11. Building to meet all of 2015 IBC fire resistive construction. Contact Architect with Window and glass door guards are required on operable windows when the exterior sill type of fixtures necessary for building egress illumination. NO. REVISION DATE CARBON MONOXIDE DETECTORS: related questions. height exceeds 72 inches above grade and the interior sill height is less than 24 inches above finished floor. 1 6/5/18 CHAPTER 9 FIRE PROTECTION SYSTEMS (& Washington Amended 915.1): 915.2.1 Dwelling units. Carbon monoxide detection shall be installed in dwelling units outside of each separate sleeping area in the immediate vicinity of the bedrooms. Where a fuel burning appliance is located within a bedroom or its attached bathroom, carbon monoxide detection shall be installed within the bedroom. 915.2.2 Sleeping units. Carbon monoxide detection shall be installed in sleeping units. A.9-1 Exception: Carbon monoxide detection shall be allowed to be installed outside of each separate sleeping COPYRIGHT ERIC DENNY ARCHITECTURE9 OF 22 area in the immediate vicinity of the sleeping unit where the sleeping unit or its attached bathroom does not contain a fuel burning appliance and is not served by a forced air furnace. PERMIT DRAWING PENETRATIONS: FIRESTOP CODE REQUIREMENTS: FIRE SPINKLER SYSTEM NOTES: WALL (ACTUAL SINK ISLAND 718.2 Fireblocking. LOCATION VARIES NOTE: REFER TO AUTOMATIC SPRINKLER SYSTEM DESIGN DRAWINGS BY OTHER. WHERE DISCREPANCIES (PER PLAN) I) All penetrations through fire rated assemblies to be installed and firestopped per Chapter 7 of the 2015 In combustible construction, fireblocking shall be installed to cut off concealed draft openings (both vertical PER FLOOR PLAN) ARE FOUND TO EXIST BETWEEN ARCHITECTURAL DRAWINGS AND AUTOMATIC SPRINKLER DESIGN DRAWINGS, IBC. and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic CONSULT ARCHITECT. VENT space. Fireblocking shall be installed in the locations specified in Sections 718.2.2 through 718.2.7 of the II) Penetrants, or penetrating items, such as pipes, electrical conduits and boxes, ducting, washing machine code. Water supplies for the fire sprinkler systems shall meet requirements of IFC 507 and 903.3.5. See project Civil boxes, electrical cables and cable trays, or steel beams and columns that pass through fire rated building Engineering drawings and Sprinkler System Design drawings (by Other) for water supply information. See fire assemblies such as floors and walls shall be listed for such use and installed and firestopped per code. -- Protection of joints and penetrations in fire-resistance-rated assemblies shall not be concealed from view sprinkler design drawings for proposed Fire Department connection location, specifications and details. FIXTURE OUTLET until inspected and approved. PIPE & TRAP VENT III) The Architect recommends that a specialty sub-contractor trained and certified in passive fire protection 903.3.1.2 NFPA 13R Sprinkler Systems. systems (PFP) be employed to oversee the installation of building fire assemblies including the installation Automatic sprinkler systems in Group R occupancies up to and including four stories in height... shall be and firestopping of all fire assembly penetrations. DRAFTSTOP CODE REQUIREMENTS: permitted to be installed throughout in accordance with NFPA 13R. IBC 718.4.2 Group R-2. 903.3.1.2.1 Balconies and decks. IBC SECTION 714 PENETRATIONS Draftstopping shall be provided in attics, overhangs or other concealed roof spaces of Group R-2 buildings FOOT VENT Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units with three or more dwelling units... and sleeping units where the building is of Type V construction, provided there is a roof or deck above. eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net Exceptions: ONE HOUR HORIZONTAL Code relevance: Sprinklers to be installed in stair landings on all floors. A) FIRE RESISTANCE RATED WALLS: FIRE RESISTANCE ASSEMBLY 2. Draftstopping is not required in buildings equipped throughout with an automatice sprinkler system in accordance with Section 903.3.1.1. 1) Through penetrations: 3. In occupancies in Group R-2 that do not exceed four stories..., the attic space shall be subdivided -- Penetrations shall be installed as tested in an approved fire-resistance-rated assembly FIRE SYSTEMS REQUIREMENTS: by draftstops into areas not exceeding 3,000 square feet or above every two dwelling unit, -- Through penetrations shall be protected by an approved penetration firestop system whichever is smaller. (Project note: attic draftstopping proposed over every TWO units). 1. Automatic fire sprinklers shall be installed in each building designed per NFPA 13R. (2015 International installed as tested... and shall have an F rating of not less than the required A 4. Drafstopping is not required in buildings equipped throughout with an automatic sprinkler ALL PENETRATIONS TO 1-HR. Fire Code (IFC) Washington state Amended 093.2.8 and IFC 903.3.1.2). fire-resistance-rating of the wall penetrated. DRAIN system... provided that automatic sprinklers are installed in the combustible concealed (i.e. attic) ASSEMBLIES TO BE FIRESTOPPED A9-2 space where the draftsopping is being omitted. (Project note: DRAFTSTOPPING IS PROPOSED IN PER CODE, TYP. 2. Water Supplies for the fire sprinkler systems shall meet the requirements of IFC 507 and 903.3.5. Exceptions: THE ATTIC OVER EVERY TWO UNITS. THEREFORE NO ATTIC SPRINKLER SYSTEM IS Where the penetrating items are steel, ferrous or copper pipes, tubes or conduits, the annular space DRAIN between the penetrating item and the fire-resistance-rated wall is permitted to be protected...as REQUIRED). 3. Fire System Sub-contractor to provide Fire Department connection for each building sprinkler system TYPICAL LOOP VENT FOR ISLAND SINK (& D.W.) meeting the requirements of IFC 903.3.7 and 912. follows: -- The material used to fill the annular space shall prevent the passage of flame and hot SCALE: 3/4" = 1'-0" gasses... at the location of the penetration for the time period equivalent to the SHAFT ENCLOSURES (NONE REQUIRED OR PROPOSED): 4. Fire System Sub-contractor to provide fire alarm system and smoke alarm system per IFC 907.2.9. fire-resistance rating of the construction penetrated. All ducting to travel horizontally. None are proposed to travel vertically between floors. Therefore NO shafts 5. General Contractor to install smoke alarms in each apartment unit as required by IFC 907.2.11. are required. 2) Membrane penetrations: -- Where walls or partitions are required to have a fire-resistance rating, recessed fixtures 6. The fire system installation is to provide audible and visible notification as required by IFC 904. shall be installed such that the required fire resistance will not be reduced. 7. General Contractor is to install carbon monoxide detection and alarms in each apartment unit as required -- Membrane penetrations by electrical boxes and other penetrating boxes to be installed by Washington Amended 915.1. per code. The annular space between the wall membrane and the penetrating box shall REQUIREMENTS FOR RECESSED BOXES IN RATED ASSEMBLIES: be protected by an approved membrane penetration firestop system installed as tested and shall have an F and T rating of not less than the required fire-resistance rating of the IBC Requirements for Metallic and Nonmetalic Electrical Boxes in Walls: FIRE ALARM REQUIREMENTS: wall penetrated. -- Metallic boxes to be installed per limits in IBC. VENT -- Nonmetallic boxes to be installed as tested and listed. Per IBC 420.6 Fire alarm systems and smoke alarms. -- The annular space created by the penetration of an automatic sprinkler shall be covered -- Metallic and Non-metallic electrical boxes installed on opposite sides of a rated wall assembly need to be Fire alarm systems and smoke alarms shall be provided in Group... R-2 occupancies in accordance with by a metal escutcheon plate. either separated as specified in their listing or protected by a listed heat barrier approved for their ONE HOUR HORIZONTAL Sections 907.2.9. Single or multiple station smoke alarms shall be provided in Group... R-2 in accordance use. FIRE RESISTANCE ASSEMBLY with Section 907.2.11. -- Noncombustible penetrating items shall not connect to combustible items beyond the IBC Requirements for Metallic and Nonmetalic Electrical Boxes in Ceilings: point of firestopping unless it can be demonstrated that the fire-resistance integrity of the -- Metallic and Non-metallic boxes to be installed per IBC. wall is maintained.(SEE NOTE THIS SHEET *). -- Non-metallic boxes to be installed as tested and listed. PER IBC 714.4.1.2 Through penetration fire-stop system exception #1: Floor penetrations contained within the cavity B) FIRE RESISTANCE RATED HORIZONTAL ASSEMBLIES: IBC Requirements for Non-Electrical Boxes in Walls: of a wall above or below the floor do not require a "T" rating. Penetrations of fire-resistance-rated floor, floor/ceiling assemby or ceiling membrane of a -- Non-electrical boxes are to be protected with a tested (listed) penetration firestop system, and roof/ceiling assembly shall be protected per IBC 2015 code. -- have an F and T rating equal to the required fire-resistance rating of the wall penetrated, and -- are to be installed in accordance with their listing. -- Metallic and Non-metallic utility (i.e. non-electrical) boxes installed on opposite sides of a rated wall DRAIN 1) Through penetrations: -- Through penetrations of horizontal assemblies shall comply with the code. Through penetrations assembly need to be either separated as specified in their listing or protected by a listed heat shall be installed as tested in the approved fire-resistance-rated assembly. barrier approved for their use. -- Through penetrations shall be protected by an approved through-penetration firestop system installed and tested... per code. The system shall have an F rating/T rating of not less than 1 hour but not less than the required rating of the floor penetrated. REQUIREMENTS FOR JOINTS IN RATED ASSEMBLIES: TYPICAL FIRESTOP SYSTEM -- WALL PLATES 2) Membrane penetrations: A Fire Resistive Joint Systems -- IBC 715.1: -- Penetrations of membranes that are part of a horizontal assembly shall comply with the code. SCALE: 3/4" = 1'-0" Joints installed in or between fire-resistance rated walls, floor or floor/ceiling assemblies and roofs or Where floor/ceiling assemblies are required to have a fire-resistance rating, recessed fixtures roof/ceiling assemblies shall be protected by an approved fire-resistant joint system designed to resist the HORIZONTAL MEMBRANE PENETRANT shall be installed such that the required fire resistance will not be reduced. passage of fire for a time period not less than the required fire-resistance rating of the wall, floor or roof in or (PLUMBING OR ELECTRICAL CONDUIT OR FOAM, FIBER OR MINERAL WOOL between which the system is installed. LISTED BOX. SEE ADDITIONAL -- Noncombustible penetrating items shall not connect to combustible materials beyond the point of FIRE STOP. INSTALL PER CODE NOTES THIS SHEET. firestopping unless it can be demonstrated that the fire-resistance integrity of the horizontal REQUIREMENTS. SEE ADDITIONAL Exceptions: Fire-resistant joint systems shall not be required for joints in all of the following assembly is maintained.(SEE NOTE THIS SHEET *). NOTES THIS SHEET locations: 7. Walls that are permitted to have unprotected openings. FOR ADDITIONAL NOTES AND DETAIL REFER TO SECTION 714 OF THE 2015 IBC. EXTERIOR OPENINGS FOR THE PROJECT ARE PROPOSED AS UNPROTECTED 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 C) REQUIREMENTS FOR DUCTS IN FIRE RATED ASSEMBLIES: DUCTS IN FIRE PARTITIONS (1 HOUR FIRE RATED WALLS): MAINTENANCE REQUIREMENTS: Fire/smoke dampers are NOT required in partition walls as long as they are constructed per the IBC exception Maintenance -- IBC 703.1 below: PENETRANT (PLUMBING OR ELECTRICAL The required fire-resistance rating of fire-resistance-rated construction (including walls, firestops, partitions, CONDUIT OR LISTED BOX. SEE ADDITIONAL floors, joints, etc.) shall be maintained. Per IBC 717.5.4 Exception #4: NOTES THIS SHEET. -- 2009: Such elements shall be visually inspected by the owner annually and properly repaired, restored or In occupancies other than Group H, fire dampers are not required where any of the following apply: replaced when damaged, altered, breached or penetrated. Such walls are penetrated by ducted HVAC, have a required fire-resistance rating of 1 hour or less, -- 2015: Records of inspections and repairs shall be maintained. and are in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. For the purposes of this exception, a ducted HVAC system shall be a duct system for conveying supply, return or exhaust air as part of the structure's HVAC system. Such a duct system shall be constructed of sheet steel not less than No. 26 gage thickness and shall be continuous from the air-handling appliance or equipment to the air outlet and inlet terminals. FIRE PARTITION WALL PER THE EXCEPTION NO FIRE/SMOKE DAMPERS ARE PROPOSED IN FIRE PARTITION WALLS. FOAM, FIBER OR MINERAL WOOL SEE GA-1 ON SHEET A.9-1 FIRE STOP. INSTALL PER CODE REQUIREMENTS. SEE ADDITIONAL NOTE: NO THROUGH-PENETRATIONS OF NOTES THIS SHEET FOAM, FIBER OR MINERAL WOOL FIRE RATED HORIZONTAL ASSEMBLY DUCTS IN HORIZONTAL ASSEMBLIES (1 HOUR RATED FLOOR/CEILING & ROOF/CEILING): FIRE RATED HORIZONTAL ASSEMBLIES FIRE STOP. INSTALL PER CODE PROPOSED. MEMBRANE PENETRATIONS (FLOOR/CEILING & ROOF/CEILING BTWN. Fire and smoke dampers are required in ducts penetrating horizontal assemblies as follows: REQUIREMENTS. SEE ADDITIONAL ONLY. UNITS). NOTES THIS SHEET SEE GA-4 ON SHEET A.9-1 THROUGH PENETRATIONS @ FLOOR/CEILING & ROOF/CEILING: DATE: 1/10/18 NO THROUGH PENETRATIONS (BTWN. FLOORS) PROPOSED FOR THIS PROJECT. JOB #: 1344 TITLE: BLDG ASSEMBLIES MEMBRANE PENETRATIONS @ FLOOR/CEILING & ROOF/CEILING: Per IBC 717.6.2 Ducts and air transfer openings construction of approved materials in TYPICAL FIRESTOP SYSTEM -- WALL PENETRATION TYPICAL FIRESTOP SYSTEM -- HORIZONTAL ASSEMBLY PENETRATION accordance with the International Mechanical Code that penetrate the ceiling membrane of a fire-reistance-rated floor/ceiling or roof/ceiling assembly shall be protected with one of the SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" following: 1. A shaft enclosure in accordance with Section 713. 2. A listed ceiling radiation damper installed at the ceiling line where a duct penetrates the ceiling of a fire-resistance-rated floor/ceiling or roof/ceiling assembly. 3. A listed ceiling radiation damper installed at the ceiling line where a diffuser with no duct attached penetrates the ceiling of the fire-resistanc-rated floor/ceiling or roof/ceiling assembly. THERMAL EXPANSION OPTION #2 ABOVE PROPOSED. CONTRACTOR TO CONSULT ARCHITECT IF TANK SUBSTITUTION IS DESIRED. H.W. TANK PER PLAN PROVIDE NECESSARY BLOCKING EA. STRAP LOCATION AT WALL PER PLAN, TYP. TEMP. PRESSURE RELIEF VALVE (TPR) -- DRAIN * NOTE ON USE OF DISSIMILAR MATERIALS (from International Firestop Council -- FAQ website): TO APPROVED LOCATION "The use of dissimilar materials, particularly piping materials, has become a very common practice. IBC 714.3.3 and 714.4.3 are intended to address this condition by effectively expressing the intent of the Code, which is to ensure that the fire-resistance integrity of rated walls and horizontal assemblies is maintained when they are SEISMIC STRAP penetrated. The primary concern with noncombustible penetrating items connecting to combustible materials beyond the point BUILDING -- "A"Permit #: BLD1820-A of firestopping is the risk of the penetrant itself becoming a source of the breach in protection. Consequently, things SEISMIC STRAP like the method of coupling pipes together becomes critically important, as potentially, does the distance above the H.W. TANK PER floor or away from a wall. The test method specified by the IBC to evaluate firestop systems, UL 1479 and ASTM 1 PLAN E814, evaluate the penetrating item up to a length of 3 feet beyond the fire-resistance rated wall or horizontal NEW SHEET NO. REVISION DATE assembly. BLOCKING The 2015 edition of NFPA 101 also addresses this condition. It states: CONTAINMENT PAN 1 6/5/18 8.3.5.5 Transitions. & DRAIN -- DRAIN 8.3.5.5.1. Where piping penetrates a fire resistance-rated wall or floor assembly, combustible piping shall TO APPROVED LOCATION not connect to non-combustible piping within 36 inches of the firestop system or device without ALL PENETRATIONS INTO FIRE-RESISTIVE RATED demonstration that the transition will not reduce the fire resistance rating..." FLOOR/CEILING & WALL ASSEMBLIES PER CODE. SEE SHEET A.9 FOR CODE RELATED DETAIL. PROPOSED FOR THIS PROJECT: Transitions between dissimilar materials (such as non-combustible and combustible piping) shall occur beyond 36 inches from the point of penetration. A.9-2 TYPICAL H.W. HEATER SEISMIC BRACING & CONTAINMENT PAN COPYRIGHT ERIC DENNY ARCHITECTURE10 OF 22 SCALE: 3/4" = 1'-0" PERMIT DRAWING BUILDING "A" HIGHEST RIDGE ENTRY STRUCTURE 34" - 38" 11" 2 BUILDING A.21 42" BEYOND, TYP. STAIRWAYS: LANDING eric dennyARCHITECTURE 3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net STAIR RISE / RUN TO ATTIC (VENTED) MEET 2015 IBC PROVIDE STAIR LIGHTING PER 2015 IBC CODE RAILING SYSTEM TOP ATTIC FRAMING BEYOND, TYP. T.O.P. 3rd LEVEL 4 3 A.21 A.21 INSULATION VALUES & NOTE PER SHEET THIRD LEVEL A.23, TYP. 8' HANDRAIL PER CODE, TYP. 11" GA-4 A.9-1 TOP SUBFLR. 41'-10" 1'-4" VERIFY T.O.P. 2nd LEVEL GUARDRAIL LANDING SECOND LEVEL 8' 4" MAX. 4" MAX. 6'-8" MIN. HEADROOM TOP SUBFLR. 1'-4" VERIFY STEEL STAIR T.O.P. GROUND LEVEL STRINGERS PER 11" PLAN, TYP. VENTED SOFFIT 42" 34" - 38" BEYOND GROUND LEVEL NO STORAGE BELOW 8' STAIRS ALLOWED PER 4" MAX. FIRE MARSHAL, TYP. 7 A.21 8 A.21 TOP OF CONC. SLAB GROUND LEVEL FINISHED GRADE 1' TYPICAL STAIR DETAIL (CONFIRM SPECIFICS W/ ACTUAL DESIGN) SCALE: 3/4" = 1'-0" IBC SECTION 1003 GENERAL MEANS OF EGRESS 1003.3.1 Headroom. SECTION A-A Protruding objects are permitted to extend below the minimum ceiling height... where a minimum headroom of 80 inches (6'-8") is provided over any walking SCALE: 1/4" = 1'-0" surface, including walks, corridors, aisles and passageways. 1003.3.3 Horizontal projections. Objects with leading edges more than 27 inches and not more than 80 inches above the floor shall not project horizontally more than 4 inches into the circulation path. Exception: Handrails are permitted to proturde 41 2" inches from the wall. LIGHT FIXT., 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 TYP, IBC Section 1011.2 Stairway width and capacity. HIGHEST RIDGE Exception #1 applies -- Stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches. IBC Section 1011.7.3. Note that per this section enclosures under stairs are required to have 1 hour fire protection. The stairs are proposed to be OPEN (unenclosed). SEE SHEET A.3 FOR NOTE INDICATING THAT NO STORAGE/ENCLOSURE IS PERMISSIBLE BENEATH STAIRS. 1'-0" IBC Section 1014 Handrails BUILDING "LIGHT-BOX" 31 SLOPE, TYP. 2" Handrail height, measured above stair tread nosings shall be uniform, not less than 34 inches BEYOND, TYP. STRUCTURE U.N.O. PROVIDE VALLEY and not more than 38 inches. FLASHING 1 HR. GLAZING ATTIC ACCESS Handrail extensions. Handrails shall return to a wall, guard or the walking surface or shall be continuous 3' X 3' SKYLIGHT ATTIC (VENTED) "LIGHT-BOX" to the handrail of an adjacent flight of stairs. Where handrails are not continuous between flights, the handrails shall extend horizontally not less than 12 inches beyond the top riser and continue to slope for the depth of STRUCTURE one tread beyond the bottom riser. The extensions of handrails shall be in the same direction of the flights of ATTIC ACCESS stairs at stairways. TOP ATTIC FRAMING 1 HR. ATTIC HATCH T.O.P. 3rd LEVEL Clearance. Clear space between a handrail and a wall or other surface shall be not less than 1-1/2" inches. 22" X 30" MIN. R.O. PER CODE IBC Section 1015 GUARDS 1'-0" 1015.2 Guards shall be located along open sided walking surfaces, including mezzanines, stairs, ramps and landings that SLOPE 4" are located more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to THIRD LEVEL 8' DATE: 1/10/18 the edge of the open side. JOB #: 1344 GA-5 GA-4 1015.3 Height. Required guards shall be not less than 42 inches high, measured vertically as follows: A.9-1 A.9-1 1. From the adjacent walking surfaces. 2. On stairways from the line connecting the leading edges of the tread nosings. TITLE: BLDG SECTIONS TOP SUBFLR. 41'-10" 1'-4" VERIFY 1015.4 Opening limitations. Required guards shall not have openings that allow passage of a sphere 4 inches in diameter from the GLULAM POST T.O.P. 2nd LEVEL walking surface to the required guard height. STRUCTURE BEYOND Exceptions: GA-5 1. From a height of 36 inches to 42 inches, guards shall not have openings that allow passage of a sphere 43 " in diameter. A.9-1 1 HR. FIRE RATING 8 2. The triangular openings at the open sides of a stair, formed by the riser and bottom rail shall not allow passage of a sphere 6 AT ALL ENTRY SECOND LEVEL inches in diameter. AREAS, TYP. 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL STEEL GUARDRAIL VENTED SOFFIT BEYOND GROUND LEVEL 8' STEEL HANDRAIL PER PLAN & CODE 6 A.21 6 A.21 TOP OF CONC. SLAB GROUND LEVEL FINISHED GRADE 1' 112" BUILDING -- "A"Permit #: BLD1820-A min. 1 R-10 RIGID POLYISO INSLULATION 11 " - 11 " 4 2 TO BE PLACED BENEATH ENTIRE S.O.G. NO. REVISION DATE SECTION B-B PER WA. STATE ENERGY CODE (SEE SHEET A.23 & A.28) STEEL RAIL 1 6/5/18 POST RIGID PANEL HANDRAIL FRAMING DETAIL, TYP. SCALE: 3" = 1'-0" A.10 NOTE: TOP OF HANDRAIL TO BE 34 - 38" ABOVE TREAD NOSING, TYP. PER CODE. COPYRIGHT ERIC DENNY ARCHITECTURE11 OF 22 TYPICAL STAIR RAILING DETAIL (CONFIRM W/ ACTUAL DESIGN) PERMIT DRAWING SCALE: 3" = 1'-0" HIGHEST RIDGE BUILDING "A" CONT. RIDGE VENT, TYP. GABLE END VENT, TYP. E 5 A.21 eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net TOP ATTIC FRAMING T.O.P. 3rd LEVEL BIRD BLOCK EA. A A A B C D D D RAFTER BAY PER CALCS SHEET 8' A.2, TYP. TOP SUBFLR. 41'-10" 1'-4" VERIFY T.O.P. 2nd LEVEL A A A B C D D D 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL A A C D D 8' TOP OF CONC. SLAB GROUND LEVEL FINISHED GRADE 1' ELEVATION -- NORTH EXTERIOR FINISH SCHEDULE: HIGHEST RIDGE WINDOW & DOOR TRIM TO BE BORAL BRAND TRUEXTERIOR. CONT. RIDGE CONSULT MANUFACTURER'S RECOMMENDATIONS FOR 2 VENT, TYP. A.21 INSTALLATION PRIOR TO WORK. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 K = HARDI BOARD SHINGLES TOP ATTIC FRAMING T.O.P. 3rd LEVEL 3 A.21 BIRD BLOCK EA. RAFTER BAY PER I F G CALCS SHEET 8' 4 A.2, TYP. A.21 = HARDI PANEL W/ FRYE REGLET -- 2'-0" O.C. EXPOSURE -- (HARDI BOARD & BATTEN ALTERNATE -- SMOOTH FINISH 41'-10" TOP SUBFLR. 1'-4" VERIFY T.O.P. 2nd LEVEL DATE: 1/10/18 JOB #: 1344 TITLE: BLDG ELEVATIONS F H J = HARDI LAPPED SIDING -- 12" EXPOSURE -- SMOOTH FINISH 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL VENT SOFFITTED OVERHANGS, TYP. = HARDI LAPPED SIDING -- 6" EXPOSURE -- SMOOTH FINISH F H 8' 8 A.21 TOP OF CONC. SLAB GROUND LEVEL 7 A.21 1'FINISHED GRADE = BORAL VERSETTA STONE (COLOR TO BE DETERMINED) ELEVATION -- WEST BUILDING -- "A"Permit #: BLD1820-A SCALE: 1/4" = 1'-0" NO. REVISION DATE 1 6/5/18 A.11 COPYRIGHT ERIC DENNY ARCHITECTURE12 OF 22 PERMIT DRAWING HIGHEST RIDGE BIRD BLOCK EA. BUILDING "A" CONT. RIDGE RAFTER BAY PER VENT, TYP. 2 CALCS SHEET A.21 A.2, TYP. K eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net TOP ATTIC FRAMING T.O.P. 3rd LEVEL BIRD BLOCK EA. RAFTER BAY PER F G I I G F CALCS SHEET 8' A.2, TYP. 41'-10" TOP SUBFLR. 1'-4" VERIFY T.O.P. 2nd LEVEL F H J J H F 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL F H H F 8' TOP OF CONC. SLAB GROUND LEVEL 1' FINISHED GRADE ELEVATION -- SOUTHWEST HIGHEST RIDGE CONT. RIDGE VENT, TYP. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 K CONT. RIDGE VENT, TYP. TOP ATTIC FRAMING T.O.P. 3rd LEVEL 3 A.21 BIRD BLOCK EA. I RAFTER BAY PER G F CALCS SHEET 8' A.2, TYP. TOP SUBFLR. 41'-10" 1'-4" VERIFY DATE: 1/10/18 T.O.P. 2nd LEVEL JOB #: 1344 TITLE: BLDG ELEVATIONS J H F 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL VENTED SOFFIT BEYOND, TYP. H F 8' TOP OF CONC. SLAB GROUND LEVEL FINISHED GRADE 1' BUILDING -- "A"Permit #: BLD1820-A ELEVATION -- SOUTH SCALE: 1/4" = 1'-0" NO. REVISION DATE 1 6/5/18 A.12 COPYRIGHT ERIC DENNY ARCHITECTURE13 OF 22 PERMIT DRAWING HIGHEST RIDGE BUILDING "A" CONT. RIDGE VENT, TYP. GABLE END VENT, TYP. E BIRD BLOCK EA. eric dennyARCHITECTURE 3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net RAFTER BAY PER CALCS SHEET A.2, TYP. TOP ATTIC FRAMING T.O.P. 3rd LEVEL BIRD BLOCK EA. RAFTER BAY PER D D D C B A A CALCS SHEET 8' A.2, TYP. 41'-10" TOP SUBFLR. 1'-4" VERIFY T.O.P. 2nd LEVEL D D D C B A A 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL VENTED SOFFIT BEYOND, TYP. D D C A A 8' TOP OF CONC. SLAB GROUND LEVEL 1' FINISHED GRADE ELEVATION -- EAST HIGHEST RIDGE CONT. RIDGE VENT, TYP. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 CONT. RIDGE VENT, TYP. GABLE END VENT, TYP. E TOP ATTIC FRAMING T.O.P. 3rd LEVEL BIRD BLOCK EA. RAFTER BAY PER D D D C B A A B C D D D CALCS SHEET 8' A.2, TYP. 41'-10" TOP SUBFLR. 1'-4" VERIFY DATE: 1/10/18 T.O.P. 2nd LEVEL JOB #: 1344 TITLE: BLDG ELEVATIONS D D D C B A A B C D D D 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL VENT SOFFITTED OVERHANGS, TYP. D D C A A C D D 8' 8 A.21 TOP OF CONC. SLAB GROUND LEVEL 1' FINISHED GRADE BUILDING -- "A"Permit #: BLD1820-A ELEVATION -- NORTHEAST SCALE: 1/4" = 1'-0" NO. REVISION DATE 1 6/5/18 A.13 COPYRIGHT ERIC DENNY ARCHITECTURE14 OF 22 PERMIT DRAWING DOORS DIMENSIONS ARE ROUGH OPENING DIMENSIONS. CONFIRM ACTUAL SIZES WITH MANUFACTURER PRIOR TO ORDERING GENERAL DOOR NOTES DOOR SCHEDULE -- BUILDING #A 1. MAXIMUM CHANGE IN ELEVATION FOR ALL THRESHOLDS IS TO BE 1/2". 4. CONTRACTOR TO VERIFY DOOR SIZES BEFORE ORDERING & BEFORE INSTALLATION 7. CONTRACTOR TO CONFIRM THAT THE CPD NUMBER MARK SIZE (width x height) 1st Flr. 2nd Flr. 3rd Flr. TOTAL TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL FIRE RATING MANUF. Manuf. Product code NFRC-CPD# REMARKS 2. DOOR SIZES ARE DIMENSIONED TO THE DOOR ROUGH OPENING. 5. CONTRACTOR TO PROVIDE ROUGH - OPENING WRAP & SEAL FOR ASSOCIATED WITH EACH DOOR ON THE DOOR SCHEDULE REFLECTS CONTRACTOR SHALL VERIFY SIZES AND COORDINATE WITH MANUFACTURER. ALL WINDOWS & EXTERIOR DOORS FOR SEVERE WEATHER THE CORRECT DOOR PROVIDED BY THE MANUFACTURER PRIOR TO 1 3'-0" x 6'-8" 4 4 4 12 single entry 20 240 NA 0.16 38.4 Steel 20 Min. Codel WR_Flush Door CES-M-1-03560-00001 CONTRACTOR TO DETERMINE NECESSARY R.O. SIZES FOR DOORS & TO CONDITIONS. ROUGH - OPENING WRAP & SEAL MATERIAL & PURCHASE. FRAME APPROPRIATELY SIZED OPENINGS IN THE FIELD. METHOD TO REFLECT GENERALLY ACCEPTED INDUSTRY 2 6'-0" x 6'-8" 2 0 0 2 slider 40 80 dbl low-e argon 0.28 22.4 Vinyl Jeldwen VSDPR2N7280 JEL-A-697-13160-00001 Narrow stile -- Tempered 3. CONFIRM TRIM CONDITIONS WITH ARCHITECT STANDARDS. HDR FLASH ALL WINDOWS AND DOORS. 6. CONTRACTOR TO CONFIRM MATERIAL & STYLE OF DOORS 3 5'-0" x 6'-8" 4 0 0 4 slider 33 132 dbl low-e argon 0.28 36.96 Vinyl Jeldwen VSDPR2N6080 JEL-A-697-13160-00001 Narrow stile -- Tempered W/ OWNER PRIOR TO ORDERING. 4 2'-10" x 6'-8" 6 0 0 6 single NA NA NA Wood 5 2'-10" x 6'-8" 6 0 0 6 pocket NA NA NA Wood EXTERIOR DOORS TO BE NFRC CERTIFIED CONFIRM ALL DOORS W/ OWNER PRIOR TO ORDERING 6 (2) 2'-0" X 6'-8" 6 8 8 22 bi-fold NA NA NA Wood eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 7 (2) 1'-6" X 6'-8" 4 4 4 12 bi-fold NA NA NA Wood NOTE: THIS DOOR SCHEDULE IS NOT MEANT TO BE A SUBSTITUTE 8 2'-6" X 6'-8" 2 8 8 18 single NA NA NA Wood FOR THE MANUFACTURES' DOOR QUOTE SHEETS. WHERE DISCREPANCIES EXIST BETWEEN QUOTE SHEETS AND & THIS DOOR 9 2'-6" x 6'-8" 0 6 6 12 pocket NA NA NA Wood SCHEDULE, CONSULT ARCHITECT PRIOR TO ORDERING. 10 (2) 2'-6" x 6'-8" 4 4 4 12 bi-fold NA NA NA Wood IBC Table 716.6 Fire Window (glass sliding door) Assembly Fire Protection Ratings: Windows in exterior walls with 1 hour fire rating = 3 11 1'-8" x 6'-8" 2 2 2 6 closet NA NA NA Wood 4 HOUR MINIMUM FIRE WINDOW ASSEMBLY REQUIRED CONFIRM RATING REQUIREMENT WITH WINDOW/DOOR MANUFACTURER PRIOR TO ORDERING. 12 (2) 1'-6" X 6'-8" 2 0 0 2 double NA NA NA Wood 13 2'-8" x 6'-8" 0 0 0 0 pocket NA NA NA Wood TOTAL: 42 36 36 114 452 97.76 TOTAL AREA TOTAL UA DOOR SCHEDULE -- BUILDING #B MARK SIZE (width x height) 1st Flr. 2nd Flr. 3rd Flr. TOTAL TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL FIRE RATING MANUF. Manuf. Product code NFRC-CPD# REMARKS 1 3'-0" x 6'-8" 4 4 4 12 single entry 20 240 NA 0.16 38.4 Steel 20 Min. Codel WR_Flush Door CES-M-1-03560-00001 2 6'-0" x 6'-8" 2 0 0 2 slider 40 80 dbl low-e argon 0.28 22.4 Vinyl Jeldwen VSDPR2N7280 JEL-A-697-13160-00001 Narrow stile -- Tempered 3 5'-0" x 6'-8" 4 0 0 4 slider 33 132 dbl low-e argon 0.28 36.96 Vinyl Jeldwen VSDPR2N6080 JEL-A-697-13160-00001 Narrow stile -- Tempered 4 2'-10" x 6'-8" 5 0 0 5 single NA NA NA Wood 5 2'-10" x 6'-8" 6 0 0 6 pocket NA NA NA Wood 6 (2) 2'-0" X 6'-8" 5 7 7 19 bi-fold NA NA NA Wood 7 (2) 1'-6" X 6'-8" 2 2 2 6 bi-fold NA NA NA Wood 8 2'-6" X 6'-8" 1 7 7 15 single NA NA NA Wood 9 2'-6" x 6'-8" 0 6 6 12 pocket NA NA NA Wood 10 (2) 2'-6" x 6'-8" 4 3 3 10 bi-fold NA NA NA Wood 11 1'-8" x 6'-8" 2 2 2 6 closet NA NA NA Wood 12 (2) 1'-6" X 6'-8" 2 0 0 2 double NA NA NA Wood 13 2'-8" x 6'-8" 0 1 1 2 pocket NA NA NA Wood TOTAL: 37 32 32 101 452 97.76 TOTAL AREA TOTAL UA DOOR SCHEDULE -- BUILDING #C MARK SIZE (width x height) 1st Flr. 2nd Flr. 3rd Flr. TOTAL TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL FIRE RATING MANUF. Manuf. Product code NFRC-CPD# REMARKS 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 1 3'-0" x 6'-8" 8 8 8 24 single entry 20 480 NA 0.16 76.8 Steel 20 Min. Codel WR_Flush Door CES-M-1-03560-00001 2 6'-0" x 6'-8" 4 0 0 4 slider 40 160 dbl low-e argon 0.28 44.8 Vinyl Jeldwen VSDPR2N7280 JEL-A-697-13160-00001 Narrow stile -- Tempered 3 5'-0" x 6'-8" 8 0 0 8 slider 33 264 dbl low-e argon 0.28 73.92 Vinyl Jeldwen VSDPR2N6080 JEL-A-697-13160-00001 Narrow stile -- Tempered 4 2'-10" x 6'-8" 12 0 0 12 single NA NA NA Wood 5 2'-10" x 6'-8" 12 0 0 12 pocket NA NA NA Wood 6 (2) 2'-0" X 6'-8" 12 16 16 44 bi-fold NA NA NA Wood 7 (2) 1'-6" X 6'-8" 8 8 8 24 bi-fold NA NA NA Wood 8 2'-6" X 6'-8" 4 16 16 36 single NA NA NA Wood 9 2'-6" x 6'-8" 0 12 12 24 pocket NA NA NA Wood 10 (2) 2'-6" x 6'-8" 8 8 8 24 bi-fold NA NA NA Wood 11 1'-8" x 6'-8" 4 4 4 12 closet NA NA NA Wood 12 (2) 1'-6" X 6'-8" 4 0 0 4 double NA NA NA Wood 1 DATE: 1/10/18 13 2'-8" x 6'-8" 0 0 0 0 pocket NA NA NA Wood JOB #: 1344 TOTAL: 84 72 72 228 904 195.52 TITLE: DOOR SCHEDULE TOTAL AREA TOTAL UA 6' 5' DOOR HDR 6'-8" SLIDER SLIDER Narrow door stile proposed. Wide stile per contractor option. LINE OF FLOOR DOOR 2 DOOR 3 SCALE: 1 " = 1'-0" BUILDING -- "A"Permit #: BLD1820-A 4 NO. REVISION DATE NOTE: DOOR DIMENSIONS ARE TO MANUFACTURER RECOMMENDED ROUGH OPENINGS. CONFIRM ACTUAL DOOR SIZES 1 6/5/18 WITH MANUFACTURE & REVIEW MANUF. RECOMMENDED R.O. SIZES PRIOR TO FRAMING. A.14 COPYRIGHT ERIC DENNY ARCHITECTURE15 OF22 PERMIT DRAWING WINDOW SCHEDULE -- BUILDING #A SIZE (width x height) MARK Actual size of window # of UNITS TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL MANUF. Manuf product code: NFRC-CPD# REMARKS GENERAL WINDOW NOTES: EMERGENCY ESCAPE AND RESCUE 1. CONTRACTOR TO VERIFY ALL WINDOW SIZES BEFORE ORDERING FROM MANUFACTURER. IBC SECTION 1030 EMERGENCY ESCAPE AND RESCUE A 2'-0" x 3'-6" 6 FIX 7 42 DBL. LOW-E ARGON 0.26 10.92 Vinyl Jeld-wen PRVFW2442 JEL-A-757-06686-00001 2. WINDOW SIZES ARE DIMENSIONED TO THE ROUGH OPENING SIZE OF THE WINDOW. 1030.1.1 Where required. Basements and sleeping rooms below the fourth story ao e JEL-A-595-13409-00001 grade plane shall have at least one exterior emergency escape and rescue opening in 3. CONTRACTOR TO DETERMINE ROUGH OPENING REQUIREMENTS FOR WINDOWS PRIOR TO ORDERING. B 6'-0" x 5'-10" 4 CSMT/AWN/FIX 35 140 DBL. LOW-E ARGON 0.27 37.8 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code accordance with this section. Such openings shall open directly into a public way or to 4. CONTRACTOR TO VERIFY W/ MANUFACTURER THAT ALL WINDOWS DESIGNED FOR EGRESS a yard or court that opens to a public way. WILL MEET EGRESS REQUIREMENTS. C 2'-0" x 2'-6" 6 AWN 5 30 DBL. LOW-E ARGON 0.27 8.1 Vinyl Jeld-wen PRVAWN2430 JEL-A-596-11699-00001 5. CONTRACTOR TO PROVIDE ROUGH - OPENING WRAP & SEAL FOR 1030.2 Minimum size. Emergency excape and resuce openings shall have a minimum D 5'-0" x 4'-0" 16 CSMT/FIX 20 320 DBL. LOW-E ARGON 0.27 86.4 Vinyl Jeld-wen JEL-A-595-13409-00001 Egress (confirm dimensions with manuf.) ALL WINDOWS & DOORS FOR SEVERE WEATHER CONDITIONS. ROUGH - OPENING WRAP & SEAL net clear opening of 5.7 square feet. MATERIAL & METHOD TO REFLECT GENERALLY ACCEPTED INDUSTRY STANDARDS. Exception: The minimum net clear opening for grade-floor emergency escape and E 3'-6" x 3'-6" 1 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS4242 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. 6. CONTRACTOR TO CONFIRM MATERIAL, STYLE, OPERATION & MANUF. OF WINDOWS rescue openings shall be 5 square feet. W/ OWNER & ARCHITECT PRIOR TO ORDERING F 2'-6" x 3'-6" 6 CSMT 7 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen PRVCMT3042 JEL-A-595-13409-00001 7. INTALL PER MANUFACTURERS RECOMMENDATIONS. 1030.2.1 Minimum dimensions. The minimum net clear opening height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 JEL-A-757-06686-00001 8. CONFIRM TEMPERED GLAZING FOR ALL WINDOWS & DOORS WITH MANUF. PRIOR TO ORDERING inches. The net clear opening dimensions shall be the result of normal operation of the eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net G 3'-0" x 6'-10" 2 FIX/AWN 21 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing; Provide window guard per code 9. CONTRACTOR TO CONFIRM NUMBER OF WINDOW UNITS PRIOR TO ORDERING. opening. JEL-A-757-06686-00001 H 3'-0" x 5'-10" 4 FIX/AWN 18 72 DBL. LOW-E ARGON 0.27 19.44 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing; Provide window guard per code 10. CONTRACTOR TO CONFIRM THAT THE CPD NUMBER 1030.4 Maximum height from the floor. Emergency escape and rescue openings shall ASSOCIATED WITH EACH WINDOW ON THE WINDOW SCHEDULE have the bottom of the clear opening not greater than 44 inches measured from the floor. JEL-A-595-13409-00001 REFLECTS THE CORRECT WINDOW PROVIDED BY THE I 7'-0" x 6'-10" 2 CSMT/AWN/FIX 48 96 DBL. LOW-E ARGON 0.27 25.92 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code MANUFACTURER PRIOR TO PURCHASE. 1030.4 Operational constraints. Emergency escape and rescue openings shall be JEL-A-595-13409-00001 operational from the inside of the room without the use of keys or tools. Bars, grilles, J 7'-0" x 5'-10" 2 CSMT/AWN/FIX 41 82 DBL. LOW-E ARGON 0.27 22.14 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code WINDOW & GLASS DOOR GUARDS are required on operable windows when the exterior sill height exceeds 72 grates or similar devices are permitted to be place over emergency escape and rescue openings provide the minimum net clear opening size complies with Section 1030.2 and inches above grade and the interior sill height is less than 24 inches above finished floor. K 5'-0" x 5'-0" 1 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS6060 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. such devices shall be releasable or removable from the inside without the use of a key, tool, or force greater than that which is required for normal operation of the emergency GLAZING IDENTIFICATION labels are to remain on all glazing until the insulation inspection is complete. L NA 0 0 0 Building B only escape and rescue opening. Where such bars, grilles, grates or similar devices are installed in existing buildings, smoke alarms shall be installed in accordance with IBC Table 716.6 Fire Window Assembly Fire Protection Ratings: Section 907.2.11 regardless of the valuation of the alteration. TOTAL: 50 866 0.27 Average 233.4 Windows in exterior walls with 1 hour fire rating = 3 HOUR MINIMUM FIRE WINDOW ASSEMBLY REQUIRED 4 TOTAL AREA TOTAL UA CONFIRM RATING REQUIREMENT WITH WINDOW MANUFACTURER PRIOR TO ORDERING. NOTE: THIS WINDOW SCHEDULE IS NOT MEANT TO BE A SUBSTITUTE FOR THE MANUFACTURE'S WINDOW QUOTE SHEET. AIR WINDOW SCHEDULE -- BUILDING #B WHERE DISCREPANCIES EXIST BETWEEN QUOTE SHEETS AND & GYPSUM SHEATHING SIZE (width x height) HARDI SIDING THIS WINDOW SCHEDULE, CONSULT ARCHITECT PRIOR TO (DENSGLASS - 1 HR.) MARK Actual size of window # of UNITS TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL MANUF. Manuf product code: NFRC-CPD# REMARKS ORDERING. PER ELEVATION SHEATHING PER STRUCT. W.R.B. (TYVEK, TYP.) A 2'-0" x 3'-6" 6 FIX 7 42 DBL. LOW-E ARGON 0.26 10.92 Vinyl Jeld-wen PRVFW2442 JEL-A-757-06686-00001 WINDOW DETAIL NOTES: JEL-A-595-13409-00001 CONT. MTL. DRIP 1) FLASH AND SEAL ALL WINDOWS & DOORS B 6'-0" x 5'-10" 5 CSMT/AWN/FIX 35 175 DBL. LOW-E ARGON 0.27 47.25 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code FLASH, TYP. WATERTIGHT PER INDUSTRY ACCEPTED Tempered glazing in bathrooms. Unit #s 5,21, & 37 METHODS AND STANDARDS. SEAL TO MEET C 2'-0" x 2'-6" 6 AWN 5 30 DBL. LOW-E ARGON 0.27 8.1 Vinyl Jeld-wen PRVAWN2430 JEL-A-596-11699-00001 GRACE VYCOR PLUS WA. STATE ENERGY CODE REQUIREMENTS FLASHING AT ALL WINDOW HDR FOR BLOWER DOOR TESTING (ACH 2.0 MAX.) D 5'-0" x 4'-0" 16 CSMT/FIX 20 320 DBL. LOW-E ARGON 0.27 86.4 Vinyl Jeld-wen JEL-A-595-13409-00001 Egress (confirm dimensions with manuf.) PER STRUCT, TYP OPENINGS, TYP. INSTALL SEE PROJECT ENERGY CALCS SHEET A.23. PER MANUF. WDW/DOOR HDR = R-10 MIN., TYP. E 3'-6" x 3'-6" 1 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS4242 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. CONT. HDR. TRIM 2) FOR ADDITIONAL NOTES ON WALL ASSEMBLY TO WRAP BLDG. SEE SHEETS A.9 (FIRE ASSEMBLIES), F 2'-6" x 3'-6" 6 CSMT 7 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen PRVCMT3042 JEL-A-595-13409-00001 PER ELEVATIONS, A.23 (RAIN SCREENS), JEL-A-757-06686-00001 AIR TYP. & A.28 (CONSTRUCTION DETAILS) G 3'-0" x 6'-10" 2 FIX/AWN 21 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing; Provide window guard per code JEL-A-757-06686-00001 H 3'-0" x 5'-10" 4 FIX/AWN 18 72 DBL. LOW-E ARGON 0.27 19.44 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing; Provide window guard per code SV-3 CORA VENT & 7 " THICK FURRING JEL-A-595-13409-00001 16 I 7'-0" x 6'-10" 1 CSMT/AWN/FIX 48 48 DBL. LOW-E ARGON 0.27 12.96 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code STRIPS @ 16" O.C. 1 JEL-A-595-13409-00001 J 7'-0" x 5'-10" 1 CSMT/AWN/FIX 41 41 DBL. LOW-E ARGON 0.27 11.07 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code K 5'-0" x 5'-0" 1 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS6060 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. JEL-A-595-13409-00001 L 6'-0" x 6'-10" 1 CSMT/AWN/FIX 41 41 DBL. LOW-E ARGON 0.27 11.07 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code INTERIOR EXTERIOR TOTAL: 50 853 0.27 Average 229.89 TOTAL AREA TOTAL UA WINDOW PER WINDOW SCHEDULE -- BUILDING #C PLAN, TYP. SIZE (width x height) 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 MARK Actual size of window # of UNITS TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL MANUF. Manuf product code: NFRC-CPD# REMARKS A 2'-0" x 3'-6" 12 FIX 7 84 DBL. LOW-E ARGON 0.26 21.84 Vinyl Jeld-wen PRVFW2442 JEL-A-757-06686-00001 JEL-A-595-13409-00001 B 6'-0" x 5'-10" 8 CSMT/AWN/FIX 35 280 DBL. LOW-E ARGON 0.27 75.6 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing C 2'-0" x 2'-6" 12 AWN 5 60 DBL. LOW-E ARGON 0.27 16.2 Vinyl Jeld-wen PRVAWN2430 JEL-A-596-11699-00001 D 5'-0" x 4'-0" 32 CSMT/FIX 20 640 DBL. LOW-E ARGON 0.27 172.8 Vinyl Jeld-wen JEL-A-595-13409-00001 Egress (confirm dimensions with manuf.) INTERIOR WDW E 3'-6" x 3'-6" 2 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS4242 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. TRIM, TYP. F 2'-6" x 3'-6" 6 CSMT 7 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen PRVCMT3042 JEL-A-595-13409-00001 AIR JEL-A-757-06686-00001 G 3'-0" x 6'-10" 2 FIX/AWN 21 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing WINDOW NAILING 1 FLANGE, TYP. JEL-A-757-06686-00001 H 3'-0" x 5'-10" 4 FIX/AWN 18 72 DBL. LOW-E ARGON 0.27 19.44 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing 7 SV-3 CORA VENT & 16" THICK FURRING JEL-A-595-13409-00001 STRIPS @ 16" O.C. I 7'-0" x 6'-10" 4 CSMT/AWN/FIX 48 192 DBL. LOW-E ARGON 0.27 51.84 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing JEL-A-595-13409-00001 W.R.B. OVER GYPSUM SHEATHING J 7'-0" x 5'-10" 4 CSMT/AWN/FIX 41 164 DBL. LOW-E ARGON 0.27 44.28 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing DATE: 1/10/18 JOB #: 1344 K 5'-0" x 5'-0" 2 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS6060 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. 1 TITLE: WINDOW SCHEDULE L NA 0 0 0 Building B only AIR TOTAL: 88 1576 0.27 Average 424.68 WINDOW INSTALL DETAIL WEATHERIZATION 1 TOTAL AREA TOTAL UA SCALE: 3" = 1'-0" Flash and seal all exterior openings watertight per plans and the latest accepted industry practices and standards. Wrap, flash and seal the building envelop watertight per plans and the latest accepted industry practices and standards. Roofing to be installed per latest accepted industry practices and standards. Wherever possible industry certified 6' 3' installers should employed. 2' 2'-6" 2' 5' 3' 2' WDW HDR The Architect recommends that a Waterproofing Consultant be employed to help ensure WDW HDR 3'-6" WDW HDR WDW HDR that waterproofing of the building is done to the latest industry standards. Waterproofing consultant to inspect and certify building envelop and all penetrations, typ. WDW HDR FIX FIX 2'-6" FIX 4' FIX FIX 3'-6" 3'-6" 5'-10"4'-4" MIN.* trim, typ. FIX 7'-8" 6'-8" 3'-6" 6'-8" 6'-8" 5' EGRESS WINDOW FIX nailing flange, typ. LINE OF FLOOR LINE OF FLOOR LINE OF FLOOR LINE OF FLOOR LINE OF FLOOR WINDOW A WINDOW B WINDOW C WINDOW D WINDOW E WINDOW F WINDOW G WINDOW H SCALE: 1 " = 1'-0" 4 NOTE: WINDOW DIMENSIONS ARE TO MANUFACTURER RECOMMENDED ROUGH OPENINGS. CONFIRM ACTUAL WINDOW SIZES WITH MANUFACTURE & REVIEW MANUF. RECOMMENDED R.O. SIZES PRIOR TO FRAMING. BUILDING -- "A"Permit #: BLD1820-A 7' 6' 5' 7' 2' 2' NO. REVISION DATE 2' WDW HDR WDW HDR WDW HDR WDW HDR 1 6/5/18 FIX FIX 5' FIX FIX 5'-4" 5'-4" 6'-10" 6'-10" 7'-8" 5'-10"4'-4" MIN.* 7'-10" 7'-8" 6'-8" FIX FIX FIX LINE OF FLOOR LINE OF FLOOR LINE OF FLOOR LINE OF FLOOR A.15 WINDOW I WINDOW J WINDOW K WINDOW L COPYRIGHT ERIC DENNY ARCHITECTURE16 OF 22 PERMIT DRAWING BUILDING VENTING (MECHANICAL) REQUIREMENTS: ENERGY REQUIREMENTS (PRESCRIPTIVE APPROACH -- 2015 WA. STATE ENERGY CODE SECTION R402.1.1.): PER IBC CHAPTER 4 & WA. STATE A WHOLE HOUSE ENERGY RECOVERY VENTILATION (ERV) PER M1507.4 LOCAL EXHAUST (local fans FAN IS PROPOSED FOR THIS PROJECT CODE AMENDMENTS -- M1501 - 1507 proposed) THE PROJECT SHALL MEET THE 2015 ENERGY CODE (WA. STATE) PERSCRIPTIVE WHOLE HOUSE MECH. VENTILATION Per Table M1507.3.3(1) Continuous Whole-House REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (TABLE R402.1.1 REQUIRED ENERGY CREDITS (Table 406.2): Mechanical Ventilation System Airflow Rate Requirements M1507.4 Local exhaust: Local exhaust shall be provided in each 5.1 They shall be capable of operating intermittently and REQUIRED). (Continuous Operation proposed): kitchen, bathroom, water closet, laundry room, indoor swimming continuously. Dwelling type: Small Dwelling Unit less than 1500 s.f. conditioned floor area & less than ALL ONE-BEDROOM UNITS: pool, spa, and other rooms where water vapor or cooking odor is PRESCRIPTIVE REQUIREMENTS PER TABLE R402.1.1: 300 s.f. of fenestration area (per each apartment unit). M1501.1 Outdoor discharge. The air removed by every Location: BATHROOM produced. Local exhaust systems shall be designed to have the 5.2 They shall have controls capable of operating the exhaust mechanical exhaust system shall be discharged to the Number of bedrooms: 1 capacity to exhaust the minimum air flow rate determined in fans, forced air systems fans, or supply fans without energizing BUILDING COMPONENT: PROPOSED ENERGY FACTOR: Energy Credits (Debits) Required: 1.5 HEATING & COOLING REQUIREMENTS outdoors in accordance with Section M1506.2. Air shall Proposed floor area: < 1500 s.f. accordance with Table M1507.4. other energy consuming appliances. not be exhausted into an attic, soffit, ridge vent or crawl Proposed air-flow (M1507.3.3(1): 30 cfm 1 FENESTRATION U-FACTOR: 0.28 (U-VALUE) --weighted window + door average Credits proposed: 1a -- EFFICIENT BUILDING ENVELOP = 0.5 CREDITS 1. The building heat system is to be electric baseboard heating in each apartment unit. space. 5.3 The ventilation rate shall be adjusted according to the SKYLIGHT U-FACTOR: NA Fenestration U = 0.28 2. Each apartment is to have an HRV (Heat Recovery Ventilation unit) that meets WA. Proposed run-time percent Proposed as follows: exception in Section M1507.3.3. M1506.2 Exhaust openings. Air exhaust openings shall CEILING (ATTIC) R-VALUE: R-49 Floor = N.A. (NO CRAWL SPACE. PROJECT NOW HAS S.O.G.) State Energy Code (see notes/requirements this sheet). in ea. 4 hour segment: 100% = Factor of 1 KITCHEN: 100 CFM INTERMITTENT terminate not less than 3 feet from property lines; 3 feet Slab on grade = R-10 perimeter & UNDER ENTIRE SLAB ON GRADE 3. See mechanical venting notes and calculations (this sheet) for fan sizes and 5.4 The system shall be designed so that it can operate CEILING (VAULTED) R-VALUE: NA requirements. from operable and non-operable openings into the building LAUNDRY: 50 CFM INTERMITTENT automatically based on the type of control timer installed. Below grade slab = NA (not part of project) and 10 feet from mechanical air intakes except where the eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 3. There is no mechanical cooling system for the building. 1 x 30 cfm = 30 CFM CONTINUOUS WHOLE-HOUSE WOOD FRAME WALL R-VALUE: R-21 int. opening is located 3 feet above the air intake. Openings 2b -- AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION = 1.0 CREDITS E.R.V. (or HRV) FAN PROPOSED FOR EA. ONE- BEDROOM 5.5 The intermittent mechanical ventilation system shall operate shall comply with Sections R303.5.2 and R303.6. BELOW GRADE WALL: NA Reduce the tested air leakage to 2.0 air changes per hour maximum. UNIT. at least one hour out of every four. M1507.4.2.1 Local exhaust controls.: Local exhaust systems FLOOR R-VALUE: N.A. (NO CRAWL SPACE. PROJECT HAS S.O.G.) M1507.3.2 Control and Operation (of continuously operating -- AND -- ALL TWO-BEDROOM UNITS: shall be controlled by manual switches, de-humidistats, timers, 5.6 The system shall have a manual control and automatic AIR LEAKAGE NOTES: WHOLE HOUSE fan). SLAB R-VALUE & DEPTH: R-10 PERIMETER & UNDER ENTIRE S.O.G. 1. Controls for all ventilation systems shall be readily Location: KITCHEN HOOD or other approved means. Source specific ventilation system control, such as a 24-hour clock timer. All whole house ventilation requirements as determined by Section Number of bedrooms: 2 controls shall be readily accessible. WINDOW & DOOR HEADERS: R-10 MINIMUM 1. Weather strip all windows and doors. Caulk to seal joints at penetrations. accessible by the occupant. M1507.3 of the International Residential Code shall be met with a heat Proposed floor area: < 1500 s.f. 2. Caulk to seal wall, ceiling and floor penetrations at electrical outlets, wiring holes 2. Operation instructions for whole-house ventilation AIR LEAKAGE: TESTED TO 2.0 AIR CHANGE/HR. MAXIMUM recovery ventilation system with minimum sensible heat recovery efficiency Proposed air-flow (M1507.3.3(1): 45 cfm VENTILATION DUCTS: Ventilation ducts shall terminate as well as and plumbing and ducting penetrations. systems shall be provided to the occupant by the installer of of 0.70. outside the building. Exhaust ducts shall be equipped with VENTILATION & HEAT RECOVERY: ENERGY RECOVERY UNIT (ERV) W/ 0.70 MIN. EFFICIENCY 3. Seal light fixture penetrations. the system. Proposed run-time percent back-draft dampers. All exhaust ducts in unconditioned OR -- HEAT RECOVERY UNIT (HRV) W/ 0.70 MIN. EFFICIENCY 4. Seal attic hatch penetrations 3. Local exhaust systems (i.e. non-whole house) shall be in ea. 4 hour segment: 100% = Factor of 1 spaces shall be insulated to a minimum of R-4. Terminal controlled by manual switches, dehumidistats, timers, or elements shall have at least the equivalent net free area of other approved means. 1 x 45 cfm = 45 CFM CONTINUOUS WHOLE-HOUSE the duct work. Terminal elements for exhaust fan duct 4. Continuous whole-house ventilation systems shall R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to Per Wash. State Energy code: Required slab perimeter insulation E.R.V. (or HRV) FAN PROPOSED FOR EA. TWO BEDROOM systems shall be screened or otherwise protected from MOISTURE PROTECTION NOTES: operate continuously and be equipped with an override limit air leakage in accordance with the requirements of Sections R402.4.1 through shall be a water resistant material, manufactured for its intended use, UNIT. entry by leaves or other material. Minimum 50% net free control. A "fan on" switch shall be permitted as an override R402.4.4. and installed according to manufacturer's specifications. Monolithic area required. 1. ERV to be installed in each apartment bathroom to help vacate moisture & control. Controls shall be capable of operating the 5. At the time of final inspection, the automatic slabs shall include insulation installed outside the foundation wall as re-circulate air. ventilation system without energizing other control shall be set to operate the whole-house fan R303.1.3 Fenestration product rating. U-factors of fenestration products (windows, well as under the slab. 2. Exterior siding to be rain screen system. energy-consuming appliances. A clearly visible label shall according to the schedule used to calculate the doors and skylights) shall be determined in accordance with NFRC 100 by an be affixed to the controls that reads "Whole House accredited, independent laboratory, and labeled and certified by the manufacturer. Headers to be insulated with a minimum of R-10 insulation. whole-house fan sizing. Ventilation (see operating instrucftions)." Products lacking such a labeled U-factor shall meet the provisions of this paragraph in WSEC. INSULATION CERTIFICATE: Contractor to complete & post an "Insulation Certificate for Residential Construction" within three feet of the electric panel (of each apartment unit) prior to final inspection. 1 FIXTURE/APPLIANCE SCHEDULE -- BUILDING #A Contractor to confirm all quantities & manufactures' requirements prior to ordering. Consult Architect on selections AIR FIXTURE/APPLIANCE DIMENSIONS 1st Flr. 2nd Flr. 3rd Flr. TOTAL MANUF. Manuf. Model & Product code REMARKS Kitchen: Refrigerator 30" WIDE 4 4 4 12 G.E. (recommended) HARDI SIDING PER ELEVATION AIR Range 24" WIDE 4 4 4 12 G.E. (recommended) Front controllers only in Type "A" units 7 " FURRING STRIP 16 Hood 24" WIDE 4 4 4 12 T.B.D. 100 CFM MINIMUM WRB (TYVEC) Kitchen sink 24" WIDE 4 4 4 12 T.B.D. GYPSUM SHEATHING (DENSGLASS -- 1 HR. FIRE PROTECTION) kitchen sink faucets to be rated at 1.75 GPM MAX. AIR Sink faucet 4 4 4 12 T.B.D. (recommended) APA RATED SHEATHING PER STRUCT. Garbage disposal 4 4 4 12 T.B.D. MTL FLASH + TRIM Bathroom: AIR HARDI SIDING PER ELEVATION ROOF PER DETAILS Lavatory 5 6 6 17 T.B.D. lavatory fixtures to be rated at 1.0 GPM MAX. SHEET A.28 Lavatory faucet 5 6 6 17 T.B.D. (recommended) 1 4" GAP 7 " FURRING STRIP Toilet 4 4 4 12 T.B.D. 16 COR-VENT SV-3 INSECT Tub 4 4 4 12 T.B.D. BLOCK BTWN. FURRING WRB (TYVEC) shower fixtures to be rated at 1.75 GPM MAX. Tub/shower fitxures 4 4 4 12 T.B.D. (recommended) GYPSUM SHEATHING 40 CFM 0.8 Sone ceiling Mounted Spot Energy Recovery Ventilator with Balanced Ventilation. Consult AIR FOR ADDITIONAL WALL ASSEMBLY (DENSGLASS -- 1 HR. FIRE PROTECTION) Fan ERV* 4 4 4 12 Panasonic (recommended) Whisper Comfort FV-04VE1 manuf prior to purchase.* BLOCKING SEE DETAILS SHEET A.28 APA RATED SHEATHING PER STRUCT. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 AIR COR-VENT SV-3 INSECT * Note: ERV may be substituted with HRV (heat recovery vent.) per consultation with Architect. BLOCK BTWN. FURRING 1 " GAP 4 FIXTURE/APPLIANCE SCHEDULE -- BUILDING #B COR-VENT SV-3 INSECT BLOCK BTWN. FURRING AIR FIXTURE/APPLIANCE DIMENSIONS 1st Flr. 2nd Flr. 3rd Flr. TOTAL MANUF. Manuf. Model & Product code REMARKS W/ 7 " FURRING STRIPS 16 1 @16" O.C. 4" GAP Kitchen: WINDOW PER PLAN FOR ADDITIONAL WALL ASSEMBLY WRB (TYVEC) Refrigerator 30" WIDE 4 4 4 12 G.E. (recommended) SEE DETAILS SHEET A.28 MTL FLASH + TRIM GYPSUM SHEATHING Range 24" WIDE 4 4 4 12 G.E. (recommended) (DENSGLASS -- 1 HR. FIRE PROTECTION) Hood 24" WIDE 4 4 4 12 T.B.D. 100 CFM MINIMUM APA RATED SHEATHING PER STRUCT. Kitchen sink 24" WIDE 4 4 4 12 T.B.D. kitchen sink faucets to be rated at 1.75 GPM MAX. Sink faucet 4 4 4 12 T.B.D. (recommended) HARDI SIDING PER Garbage disposal 4 4 4 12 T.B.D. ELEVATION Bathroom: AIR Lavatory 5 5 5 15 T.B.D. DATE: 1/10/18 lavatory fixtures to be rated at 1.0 GPM MAX. Lavatory faucet 5 5 5 15 T.B.D. (recommended) AIR JOB #: 1344 1 " GAP Toilet 4 4 4 12 T.B.D. TYPICAL TOP OF WALL RAIN SCREEN DETAIL 4 TITLE: ENERGY/MECH MTL FLASH 0R TRIM SILL Tub 4 4 4 12 T.B.D. SCALE: 3" = 1'-0" shower fixtures to be rated at 1.75 GPM MAX. Tub/shower fitxures 4 4 4 12 T.B.D. (recommended) COR-VENT SV-3 INSECT 40 CFM 0.8 Sone ceiling Mounted Spot Energy BLOCK BTWN. FURRING Recovery Ventilator with Balanced Ventilation. Consult Fan ERV* 4 4 4 12 Panasonic (recommended) Whisper Comfort FV-04VE1 manuf prior to purchase.* * Note: ERV may be substituted with HRV (heat recovery vent.) per consultation with Architect. TYPICAL BOTTOM OF WALL RAIN SCREEN DETAIL FIXTURE/APPLIANCE SCHEDULE -- BUILDING #C AIR FIXTURE/APPLIANCE DIMENSIONS 1st Flr. 2nd Flr. 3rd Flr. TOTAL MANUF. Manuf. Model & Product code REMARKS Kitchen: TYPICAL TOP & BOTTOM OF WINDOW RAIN SCREEN DETAIL Refrigerator 30" WIDE 8 8 8 24 G.E. (recommended) Range 24" WIDE 8 8 8 24 G.E. (recommended) Hood 24" WIDE 8 8 8 24 T.B.D. 100 CFM MINIMUM FINISH SCHEDULE Contractor to confirm all quantities and manufacture requirements prior to ordering. Consult Architect on selections Kitchen sink 24" WIDE 8 8 8 24 T.B.D. MATERIAL PRODUCT PROPOSED MANUF. Manuf. Model & Product code REMARKS kitchen sink faucets to be rated at 1.75 GPM MAX. Sink faucet 8 8 8 24 T.B.D. (recommended) Kitchen & Laundry: Garbage disposal 8 8 8 24 T.B.D. Floor Linoleum Cabinetry TBD INTERIORS NOTES: Bathroom: 1. Confirm cabinet layout with Owner and Architect prior to ordering. BUILDING -- "A"Permit #: BLD1820-A Lavatory 12 12 12 36 T.B.D. lavatory fixtures to be rated at 1.0 GPM MAX. Bathroom: 2. Confirm kitchen appliances and fixtures and hookup requirements with Owner prior to Lavatory faucet 12 12 12 36 T.B.D. (recommended) Floor Linoluem ordering. Toilet 8 8 8 24 T.B.D. Cabinetry TBD NO. REVISION DATE 3. Confirm bathroom layouts and fixtures with Architect prior to ordering. Tub 8 8 8 24 T.B.D. 1 6/5/18 shower fixtures to be rated at 1.75 GPM MAX. Tub/shower fitxures 8 8 8 24 T.B.D. (recommended) 4. Confirm ADA requirements for each room prior to start of framing. Throughout project: 40 CFM 0.8 Sone ceiling Mounted Spot Energy Wall Finishes Fire rating per Sheet Recovery Ventilator with Balanced Ventilation. Consult A.9. Paint selection Fan ERV* 8 8 8 24 Panasonic (recommended) Whisper Comfort FV-04VE1 manuf prior to purchase.* TBD Floor Hardwood L.R. & * Note: ERV may be substituted with HRV (heat recovery vent.) per Hallway; Carpet in consultation with Architect. Bedrooms Millwork MDF A.16 Closet Shelf & Rod TBD COPYRIGHT ERIC DENNY ARCHITECTURE17 OF 22 PERMIT DRAWING STEEL PRE-FAB. RAILING SYSTEM BEYOND, TYP. BUILDING BEYOND, TYP. LIGHT FIXT., 1 HOUR FIRE RATED FLOOR ASSEMBLY 1 TYP, (SEE #GA-5 SHEET A.9-1 SIM.) CONC. SLAB PER STRUCT. MOISTURE BARRIER APA RATED SHEATHING PER STRUCT. 2X FRAMING PER STRUCT. "LIGHT-BOX" 1 HOUR TYPE "C" FIRE RATED EXTERIOR GYP. FLATBAR STRUCTURE eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net PAINT FINISH PRE-CAST CONC. LIP, TYP. STAIR TREAD W/ STEEL ANGLE CONNECTION TO TOP SUBFLR. (FLUSH W/ ENTRY SLAB) FIRE PARTITION WALL PER PLAN STRINGERS PER STRUCT., TYP. ATTIC INTERIOR 1 HOUR ATTIC ACCESS T.O.P. 2nd LEVEL HATCH PER CODE 1 HR. ATTIC HATCH 22" X 30" MIN. R.O. 1 HR. SOFFIT, TYP. PER CODE BM. PER STRUCT. 1 HR. GLAZING 3' X 3' SKYLIGHT STEEL CHANNEL PER STRUCT. STEEL STAIR STRINGER STRINGER DETAIL PER STRUCT. -- POWDER a COAT WHITE FINISH, TYP. SCALE: 1-1/2" = 1'-0", TYP. T.O.P. 3rd FLOOR ENTRY SPACE SHOP DRAWINGS: 1 HOUR FIRE RATED ROOF/CEILIING ASSEMBLY (SEE #5 SHEET A.9) Steel stair detailing as illustrated here is preliminary. Contractor to submit shop 2X FRAMING PER STRUCT. TOP ATTIC FRAMING drawings for stairs for Architect review and approval before start of work. Where RESILIENT CHANNELS differences between architectural and structural drawings exist please call them to the 1 HOUR FIRE RATED EXTERIOR GYP. T.O.P. 3rd LEVEL attention of the Architect. PAINT FINISH ENTRY ROOF FRAMING R-49 BATT INSUL. PER STRUCT, TYP. EXTERIOR GRADE GLULAM COLS & BEAMS: All glulam columns and beams exposed to weather are to be exterior grade. Consult manufactuer for proper glulam selection for exterior grade exposure. Treat & seal all cuts & penetrations to exterior glulams per manuf. recommendations. Use neoprene washers at all bolt to glulam connections. Provide air gap and/or neoprene washer between DOOR PER PLAN & 1 concrete base and underside of glulam column. 2X BORAL TRIM SCHEDULE BEYOND, TYP. FASCIA 10' 1 HOUR FIRE RATED ROOF/CEILIING ASSEMBLY STEEL PRE-FAB. -- BEYOND FASCIA BRD. 3RD LEVEL INTERIOR RAILING SYSTEM CONT. MTL. GUTTER 2X FRAMING PER STRUCT. 8' BEYOND, TYP. BEYOND 1 HOUR FIRE RATED EXTERIOR GYP. OR HARDI BRD. PAINT FINISH 1 HOUR FIRE RATED FLOOR ASSEMBLY (SEE #GA-5 SHEET A.9-1 SIM.) STEEL STAIR STRINGER CONC. SLAB PER STRUCT. PER STRUCT. -- POWSER STRUCT. PANEL (CONFIRM MOISTURE BARRIER) COAT WHITE FINISH, TYP. FRAMING PER STRUCT. 1 HOUR FIRE RATED FLOOR ASSEMBLY 1 HOUR TYPE "C" FIRE RATED EXTERIOR GYP. (SEE DETAIL #GA-5 SHEET A.9-1) a PAINT FINISH CONC. SLAB PER STRUCT. 1 MOISTURE BARRIER GA-5 D.S. BEYOND A.9-1 APA RATED SHEATHING PER STRUCT. 1 2X FRAMING PER STRUCT. TOP SUBFLR. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 1 HOUR FIRE RATED EXTERIOR GYP. PAINT FINISH PRE-CAST CONC. STAIR TREAD W/ STEEL T.O.P. 2nd LEVEL 1'-4" VERIFY ANGLE CONNECTION TO TOP SUBFLR. (FLUSH W/ ENTRY SLAB) STRINGERS PER STRUCT., TYP. R-38 BATT INSUL. 1 HOUR FIRE RATED WALL ASSEMBLY (SEE #GA-2 SHEET A.9) STEEL STAIR STRINGER HARDI PANEL SIDING BEYOND -- PER STRUCT., TYP. 1 HR. GYPSUM SHEATHING APA RATED SHEATHING PER STRUCT. T.O.P. GROUND LEVEL 2X FRAMING PER STRUCT. R-21 BATT INSUL. GYP. BACKING BOARD 1 HR. SOFFIT, TYP. GYP. BRD. PAINT FINISH STRINGER ATTACHMENT TO BM. PER STRUCT. FLOOR FRAMING PER 2ND LEVEL INTERIOR 8' STEEL ANGLE SUPPORT STRUCT, TYP. EA. SIDE EA. TREAD PER IBC SECTION 1011 STAIRWAYS: STEEL LANDING BEYOND STRUCT, TYP. DATE: 1/10/18 STRINGER DETAIL 1011.2 Width and capacity. PER STRUCT. -- POWDER b COAT WHITE, TYP. per Exception #1: Stairways serving and occupant load of less than 50 shall have a JOB #: 1344 width of not less than 36 inches. 36 INCH DIMENSION BTWN STRINGERS PROPOSED. TITLE: STAIR SECTION & DETAIL 1011.5.2 Riser height and tread depth. Stair riser heights shall be 7 inches maximum and 4 inches minimum. Rectangular b treads shall be 11 inches minimum measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's nosing. GLULAM POST 1011.6 Stairway landings. PER STRUCT. TOP SUBFLR. There shall be a floor landing at the top and bottom of each stairway. The width of landings shall be not less than the width of stairways served. 54 INCH LANDINGS PROPOSED. PRE-FAB. STEEL RAILING SYSTEM BEYOND, TYP. T.O.P. GROUND LEVEL 1'-4" VERIFY NOTE: SEE SHEET A.10 FOR TYPICAL STAIR DETAILS PRE-CAST CONC. STAIR TREAD W/ STEEL ANGLE CONNECTION TO R-38 BATT INSUL. STRINGERS PER STRUCT., TYP. 1 STEEL STAIR STRINGER BEYOND -- PER STRUCT., TYP. GROUND LEVEL INTERIOR STEEL PLATE AT SIDE EA. 8' STRINGER FOR STAIR RAIL ATTACHMENT -- PER STRUCT. CONC. S.O.G. PER BUILDING -- "A"Permit #: BLD1820-A TYP. STRUCT. @ ENTRY, TYP. TOP SUBFLR. CONC. S.O.G. (FLUSH W/ ENTYR SLAB) c NO. REVISION DATE 1 6/5/18 CONC. S.O.G. PER CONC. FTG. STRUCT. @ ENTRY, TYP. PER STRUCT. TOP OF CONC. SLAB GROUND LEVEL STRINGER ATTACHMENT TO CONC. PER STRUCT., TYP. 1' A.17 FINISHED GRADE STRINGER DETAIL COPYRIGHT ERIC DENNY ARCHITECTURE18 OF 22 c CONT. R-10 1 RIGID INSUL. ENTRY STAIR SECTION/ELEVATION -- C-C PERMIT DRAWING SCALE: 3/4" = 1'-0" ENTRY ROOF FRAMING ENTRY ROOF FRAMING PER STRUCT, TYP. PER STRUCT, TYP. 2X FRAMING 2X FRAMING eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net PER STRUCT, TYP. PER STRUCT, TYP. BEAM + CONNECTIONS BEAM + CONNECTIONS CONT. MTL. ROOF PER STRUCT, TYP. CONT. MTL. ROOF PER STRUCT, TYP. FLASHING, TYP. FLASHING, TYP. CONT. MTL. GUTTER 1 HOUR FIRE RATED ROOF/CEILIING ASSEMBLY CONT. MTL. GUTTER 1 HOUR FIRE RATED ROOF/CEILIING ASSEMBLY BEYOND 2X FRAMING PER STRUCT. BEYOND 2X FRAMING PER STRUCT. 1 HOUR FIRE RATED EXTERIOR GYP. OR HARDI BRD. 1 HOUR FIRE RATED EXTERIOR GYP. OR HARDI BRD. PAINT FINISH PAINT FINISH 1 1 2X BORAL FASCIA 2X BORAL FASCIA BRD., TYP. BRD., TYP. BEAM PER BEAM PER STRUCT. STRUCT. D.S. BEYOND D.S. BEYOND 1 GA-5 A.9-1 1 GA-5 A.9-1 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 STEEL LANDING BEYOND STEEL LANDING BEYOND PER STRUCT. -- POWDER PER STRUCT. -- POWDER COAT WHITE, TYP. COAT WHITE, TYP. GLULAM POST BEYOND GLULAM POST BEYOND PER STRUCT. PER STRUCT. GA-5 1 A.9-1 PRE-FAB. STEEL PRE-FAB. STEEL RAILING SYSTEM RAILING SYSTEM BEYOND, TYP. BEYOND, TYP. DATE: 1/10/18 JOB #: 1344 TITLE: STAIR SECTION & DETAIL BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE CONC. FTG. CONC. FTG. PER STRUCT. PER STRUCT. 1 6/5/18 A.18 COPYRIGHT ERIC DENNY ARCHITECTURE19 OF 22 PERMIT DRAWING ENTRY STAIR SECTION/ELEVATION -- D-D ENTRY STAIR SECTION/ELEVATION -- E-E SCALE: 1" = 1'-0" 1 HOUR FIRE RATED ROOF/CEILIING ASSEMBLY -- BEYOND FASCIA BRD. 2X FRAMING PER STRUCT. 1 HOUR FIRE RATED EXTERIOR GYP. OR HARDI BRD. PAINT FINISH CONT. MTL. ROOF FLASHING, TYP. eric dennyARCHITECTURE 3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net CONT. MTL. GUTTER BEYOND 2X BORAL FASCIA BRD., TYP. CROSS BRACING & ATTACHMENT PER STRUCT., TYP. MTL. D.S., TYP. LANDING BEYOND, TYP. LANDING BEYOND, TYP. 1 GA-5 A.9-1 PRE-FAB. STEEL PRE-FAB. STEEL RAILING BEYOND, TYP. RAILING BEYOND, TYP. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 PRE-FAB. STEEL RAILING SYSTEM , TYP. 1 1 HOUR FIRE RATED FLOOR ASSEMBLY (SEE #GA-5 SHEET A.9-1 SIM.) GLU-LAM POST PER DATE: 1/10/18 STRUCT, TYP. CONC. SLAB PER STRUCT. JOB #: 1344 STRUCT. PANEL (CONFIRM MOISTURE BARRIER) GLU-LAM POST PER FRAMING PER STRUCT. TITLE: STAIR SECTION & DETAIL STRUCT, TYP. 1 HOUR FIRE RATED EXTERIOR GYP. 1 PAINT FINISH GA-5 A.9-1 STEEL LANDING SUPPORT PER STRUCT., TYP. STEEL LANDING SUPPORT PER STRUCT., TYP. CONC. FTG. & ATTACHMENT CONC. FTG. & ATTACHMENT PER STRUCT. TYP. PER STRUCT. TYP. 1 HOUR FIRE RATED FLOOR ASSEMBLY (SEE #GA-5 SHEET A.9-1 SIM.) CONC. SLAB PER STRUCT. STRUCT. PANEL (CONFIRM MOISTURE BARRIER) FRAMING PER STRUCT. S.O.G. ENTRY LANDING S.O.G. ENTRY LANDING 1 HOUR FIRE RATED EXTERIOR GYP. BEYOND -- PER STRUCT, TYP. BEYOND -- PER STRUCT, TYP. PAINT FINISH 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.19 ENTRY STAIR SECTION/ELEVATION -- F-F ENTRY STAIR ELEVATION, TYPICAL COPYRIGHT ERIC DENNY ARCHITECTURE20 OF 22 SCALE: 3/4" = 1'-0" PERMIT DRAWING FLATBAR LIP, TYP. TOP OF CONC. LANDING STEEL STAIR STRINGER CONNECTIONS ARE CONCEPTUAL, TYP. eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net W/ PRE-FAB CONC. -- REFER TO STRUCTURAL FOR TREADS, TYP. ACTUAL CONNECTION SIZES, BOLTING PRE-FAB RAIL & WELDING, TYP. (WHERE DISCREPANCIES POST, TYP. BTWN ARCH. & STRUCT. ARE FOUND CONSULT ARCHITECT) STEEL CHANNEL CUT-AWAY TO SHOW BEAM PER STRUCT, TYP. STAIR LANDING DETAILS AT FLOOR LEVELS SCALE: N.T.S. STAIR LANDING AT FLOOR LEVELS, TYP. LANDING (ABOVE) DOWN UP 1 1 LINE OF LANDING ABOVE STEEL LANDING CHANNEL PER STRUCT., TYP. (TOP OF LINE OF CONC. S.O.G CONC. & TOP OF CHANNEL TO WALKWAY BELOW BE FLUSCH) SHOP DRAWINGS: Steel stair detailing as illustrated here is preliminary. Contractor to submit shop CONC. ENTRY WALK drawings for stairs for Architect review and approval before start of work. Where 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 differences between architectural and structural drawings exist please call them to the SUPPORT BEAM attention of the Architect. PER STRUCT. BEYOND, TYP. 5" MIN. GAP, TYP. 5" MIN. GAP, TYP. GLU-LAM P0ST PER GLU-LAM P0ST PER STRUCT., TYP. STRUCT., TYP. INTERMEDIATE STAIR LANDING MID LEVEL LANDING E E C DATE: 1/10/18 JOB #: 1344 1 HOUR FIRE RATED FLOOR ASSEMBLY PRE-FAB. STEEL RAILING SYSTEM -- 1 HOUR FIRE RATED FLOOR ASSEMBLY PRE-FAB. STEEL RAILING SYSTEM -- (SEE #GA-4 SHEET A.9 SIM.) TITLE: STAIR LANDING DETAIL POSTS FACE MOUTED TO PRE-SET STEEL (SEE #GA-4 SHEET A.9 SIM.) POSTS FACE MOUTED TO PRE-SET STEEL CONC. SLAB PER STRUCT. PLATES WELDED TO STRINGERS PER CONC. SLAB PER STRUCT. PLATES WELDED TO STRINGERS PER E D STEEL LANDING CHANNEL STEEL LANDING CHANNEL STRUCT. PANEL (CONFIRM MOISTURE BARRIER) STRUCT., TYP. STRUCT. PANEL (CONFIRM MOISTURE BARRIER) STRUCT., TYP. PER STRUCT., TYP. (TOP OF CONC. & PER STRUCT., TYP. (TOP OF CONC. & FRAMING PER STRUCT. FRAMING PER STRUCT. TOP OF CHANNEL TO BE FLUSH) TOP OF CHANNEL TO BE FLUSH) 1 HOUR FIRE RATED EXTERIOR GYP. 1 HOUR FIRE RATED EXTERIOR GYP. PAINT FINISH PAINT FINISH ENTRY STAIR PLAN (CONNECTION TO BUILDING LANDING ABOVE) ENTRY STAIR PLAN (CONNECTION TO BUILDING LANDING BELOW) SCALE: 3/4" = 1'-0" TOP OF CONC. LANDING BUILDING -- "A"Permit #: BLD1820-A STEEL STAIR STRINGER W/ PRE-FAB CONC. NO. REVISION DATE TREADS, TYP. 1 6/5/18 GLULAM COL. PER STRUCT., TYP. PRE-FAB RAIL GLULAM COL. POST, TYP. PER STRUCT., TYP. A.20 CONNECTIONS ARE CONCEPTUAL, TYP. -- REFER TO STRUCTURAL FOR INTERMEDIATE STAIR LANDING DETAILS COPYRIGHT ERIC DENNY ARCHITECTURE21OF 22 ACTUAL CONNECTION SIZES, BOLTING SCALE: N.T.S. & WELDING, TYP. (WHERE DISCREPANCIES BTWN ARCH. & STRUCT. ARE FOUND CONSULT ARCHITECT) PERMIT DRAWING 1 HOUR ROOF CONSTRUCTION 1 PER DETAIL #GA-3 SHEET A.9-1 AIR COMP. SHINGLE ROOFING (CONFIRM COLOR, YEAR, ETC.) 30# MIN. BITUMINOUS ROOFING FELT SHEATHING PER STRUCT PRE-MANUF. TRUSSES (DESIGN BY OTHER) 1 HOUR ROOF CONSTRUCTION PRE-MANUF. ROOF TRUSS NOTES: R-49 BATT INSUL AT ATTIC PER DETAIL #GA-3 SHEET A.9-1 CONT. RIDGE 1 1/2" GYP BOARD + LOW PERM PAINT COMP. SHINGLE ROOFING (CONFIRM COLOR, YEAR, ETC.) VENT, TYP. 30# MIN. BITUMINOUS ROOFING FELT AIR ROOF FRAMING IS TO BE PRE-MANUFACTURED ROOF TRUSS AIR SHEATHING PER STRUCT SYSTEM DESIGNED BY OTHER. PRE-MANUF. TRUSSES (DESIGN BY OTHER) SEE PRE-MANUFACTURED ROOF TRUSS DRAWING PACKAGE R-49 BATT INSUL AT ATTIC FOR ROOF TRUSS DESIGN AND HARDWARE CONNECTORS 1/2" GYP BOARD + LOW PERM PAINT VERIFY THAT THE TRUSSES FOR THE ATTIC DRAFTSTOPS IS CONT. MTL. DESIGNED TO MEET THE NAILING PATTERN AS STATED BY THE FLASHING ENGINEER. AIR MTL. GUTTER VERIFY ATTIC ACCESS LOCATIONS ARE PER PLAN AND TO CODE eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net & D.S. AIR AIR CONFIRM LOCATIONS OF ATTIC DRAFTSTOPS WITH PROJECT AIR STRUCTURAL ENGINEERING DRAWINGS. INTERIOR 2x BORAL TRIM FASCIA BOARD BEYOND 1 HOUR ROOF CONSTRUCTION AIR EAVE VENTING DETAIL PER DETAIL #GA-3 SHEET A.9 3 COMP. SHINGLE ROOFING (CONFIRM COLOR, YEAR, ETC.) 30# MIN. ROOFING FELT RIDGE VENTING DETAIL SHEATHING PER STRUCT 2 PRE-MANUF. TRUSSES (DESIGN BY OTHER) SCALE: 1-1/2" = 1'-0", TYP. R-49 BATT INSUL AT ATTIC 1/2" GYP BOARD + LOW PERM PAINT PROVIDE CONT. BUG SCREEN EACH VENT. AIR VENTED RAIN SCREEN PROVIDE CONT. WALL TO RIDGE VENT, TYP. 1 SIDING -- CONT. VERTICAL SEE VENT CALCS. SHEET A.2 VENT W/ BUG BLOCK TOP ROOF CONSTRUCTION & BOTTOM, TYP. PER DETAIL #GA-3 SHEET A.9 CONT. MTL. COMP. SHINGLE ROOFING (CONFIRM COLOR, YEAR, ETC.) FLASHING 30# MIN. BITUMINOUS ROOFING FELT SHEATHING PER STRUCT PRE-MANUF. TRUSSES (DESIGN BY OTHER) MTL. GUTTER OUTRIGGERS PER & D.S. AIR STRUCT. TYP. R-49 BATT INSUL AT ATTIC CONT. RIDGE 1/2" GYP BOARD + LOW PERM PAINT AIR VENT, TYP. CONT. MTL. AIR FLASH, TYP. 2x BORAL TRIM FASCIA BOARD BEYOND 1 HOUR EXTERIOR WALL CONSTRUCTION PER DETAIL #GA-2 SHEET A.9-1 FOR ADDITIONAL INFORMATION OF RAIN SCREEN 2x BORAL TRIM FASCIA HARDI SIDING PER ELEVATIONS CONSTRUCTION DETAILING SEE TYPICAL RAIN SCREEN BOARD BEYOND 7/16" VERTICAL FURING STRIP FOR VENT SPACE DETAILS SHEET A.16 AT 16" O.C. ATTIC (VENTED) COR-A-VENT SV-3 INSECT BLOCK BTWN. FURRING VENTED ATTIC WATER RESIST BARRIER (TYVEC) AIR GYPSUM SHEATHING (SUCH AS DENSGLASS) GABLE END VENT @ APA RATED SHEATHING PER STRUCTURAL ELEVATION SPECIFIED R-21 BATT INSUL. LOCATIONS ONLY, TYP. 2 X'S PER STRUCTURAL WATER RESIST GYPSUM BACKING BRD 5/8" TYPE X GYPSUM WALLBOARD LOW PERM. PAINT PER SPEC 4X WALL FURRING CAP AIR 1 HOUR EXTERIOR WALL CONSTRUCTION + CONT. MTL. FLASH, TYP. PER DETAIL #GA-2 SHEET A.9-1 HARDI SIDING PER ELEVATIONS 7/16" VERTICAL FURING STRIP FOR VENT SPACE AT 16" O.C. AIR COR-A-VENT SV-3 INSECT BLOCK BTWN. FURRING GABLE END VENT DETAIL WATER RESIST BARRIER (TYVEC) 5 (AT LOCATIONS SHOWN ON BUILDING ELEVATIONS ONLY) GYPSUM SHEATHING (SUCH AS DENSGLASS) 1 APA RATED SHEATHING PER STRUCTURAL 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 R-21 BATT INSUL. 2 X'S PER STRUCTURAL WATER RESIST GYPSUM BACKING BRD VENTED RAIN SCREEN 5/8" TYPE X GYPSUM WALLBOARD 2X6 WALL FURRING SIDING -- CONT. VERTICAL LOW PERM. PAINT PER SPEC PER PLAN, TYP. VENT W/ BUG BLOCK TOP WALL SECTION DETAIL & BOTTOM, TYP. 4 1 1 AIR 1 WDW. HDR. PER STRUCT -- AIR AIR 1 HOUR EXTERIOR WALL CONSTRUCTION R-10 MIN. INSUL. TYP. PER DETAIL #GA-2 SHEET A.9-1 HARDI SIDING PER ELEVATIONS 7/16" VERTICAL FURING STRIP FOR VENT SPACE 1 HOUR EXTERIOR WALL CONSTRUCTION 1 HOUR EXTERIOR WALL CONSTRUCTION PER DETAIL #GA-2 SHEET A.9-1 AT 16" O.C. PER DETAIL #GA-2 SHEET A.9-1 HARDI SIDING PER ELEVATIONS COR-A-VENT SV-3 INSECT BLOCK BTWN. FURRING WDW. PER SCHEDULE HARDI SIDING PER ELEVATIONS 7/16" VERTICAL FURING STRIP FOR VENT SPACE WATER RESIST BARRIER (TYVEC) SHEET A.22, TYP. 7/16" VERTICAL FURING STRIP FOR VENT SPACE AT 16" O.C. GYPSUM SHEATHING (SUCH AS DENSGLASS) AT 16" O.C. COR-A-VENT SV-3 INSECT BLOCK BTWN. FURRING APA RATED SHEATHING PER STRUCTURAL COR-A-VENT SV-3 INSECT BLOCK BTWN. FURRING WATER RESIST BARRIER (TYVEC) R-21 BATT INSUL. WATER RESIST BARRIER (TYVEC) GYPSUM SHEATHING (SUCH AS DENSGLASS) 2 X'S PER STRUCTURAL GYPSUM SHEATHING (SUCH AS DENSGLASS) 2 X 6 FURRING PER STRUCTURAL DATE: 1/10/18 WATER RESIST GYPSUM BACKING BRD APA RATED SHEATHING PER STRUCTURAL APA RATED SHEATHING PER STRUCTURAL 5/8" TYPE X GYPSUM WALLBOARD JOB #: 1344 R-21 BATT INSUL. R-21 BATT INSUL. LOW PERM. PAINT PER SPEC 2 X'S PER STRUCTURAL 2 X'S PER STRUCTURAL BORAL BRAND VERSETTA TITLE: DETAILS AIR HOLD-DOWN STONE SIDING. INSTALL WATER RESIST GYPSUM BACKING BRD WATER RESIST GYPSUM BACKING BRD CONC. FLOOR CONSTRUCTION PER STRUCT. CONC. FLOOR CONSTRUCTION PER MANUF. REC., TYP. CONC. FLOOR CONSTRUCTION 5/8" TYPE X GYPSUM WALLBOARD 5/8" TYPE X GYPSUM WALLBOARD LOW PERM. PAINT PER SPEC FIN. FLR. PER PLAN LOW PERM. PAINT PER SPEC TYP. FIN. FLR. PER PLAN FIN. FLR. PER PLAN MOISTURE BARRIER MOISTURE BARRIER MOISTURE BARRIER REINFORCED CONC. SLAB PER STURCTURAL REINFORCED CONC. SLAB PER STURCTURAL REINFORCED CONC. SLAB PER STURCTURAL HOLD-DOWN R-10 CLOSED CELL RIGID INSULATION (ENTIRE SLAB) R-10 CLOSED CELL RIGID INSULATION (ENTIRE SLAB) HOLD-DOWN R-10 CLOSED CELL RIGID INSULATION (ENTIRE SLAB) PER STRUCT. TYP. BITUMINOUS CONCRETE RATED MOISTURE BARRIER BITUMINOUS CONCRETE RATED MOISTURE BARRIER PER STRUCT. TYP. BITUMINOUS CONCRETE RATED MOISTURE BARRIER EXPANSION GRAVEL BED PER GEOTECH REPORT AIR VENTED RAIN SCREEN EXPANSION GRAVEL BED PER GEOTECH REPORT EXPANSION GRAVEL BED PER GEOTECH REPORT "Z" MTL. FLASH JOINT SIDING -- CONT. VERTICAL JOINT "Z" MTL. FLASH JOINT VENT W/ BUG BLOCK TOP CONT. AT FND. EDGE "Z" MTL. FLASH CONT. AT FND. EDGE & BOTTOM, TYP. CONT. AT FND. EDGE SLOPE FIN. GRADE SLOPE FIN. GRADE AWAY FROM BLDG., TYP. typ. typ. AIR AWAY FROM BLDG., TYP. typ. AIR 6" min.,AIR 6" min., 6" min., DOWNSPOUT DOWNSPOUT DOWNSPOUT DRAIN -- CONNECT TO DRAIN -- CONNECT TO DRAIN -- CONNECT TO STORM SEWER PER STORM SEWER PER STORM SEWER PER CIVIL ENG. DWGS, TYP. CIVIL ENG. DWGS, TYP. CIVIL ENG. DWGS, TYP. EMULSION DAMP-PROOFING EMULSION DAMP-PROOFING EMULSION DAMP-PROOFING -- CONT. PAINT OR SPRAY ON -- CONT. PAINT OR SPRAY ON -- CONT. PAINT OR SPRAY ON APPLICATION TO FND. WALL, TYP. APPLICATION TO FND. WALL, TYP. APPLICATION TO FND. WALL, TYP. 4" PERF. DRAIN 4" PERF. DRAIN 4" PERF. DRAIN BUILDING -- "A"Permit #: BLD1820-A IN FREE DRAIN IN FREE DRAIN IN FREE DRAIN GRAVEL + FILTER GRAVEL + FILTER GRAVEL + FILTER FABRIC, TYP. FABRIC, TYP. FABRIC, TYP. NO. REVISION DATE NOTE: See project geotechnical report of 5.25.2017 NOTE: See project geotechnical report of 5.25.2017 by GeoTest Services Inc. for information on structural by GeoTest Services Inc. for information on structural 1 6/5/18 fill, backfill, use of native soil, etc. Geotechnical fill, backfill, use of native soil, etc. Geotechnical engineer to monitor ALL grading activities for the project. engineer to monitor ALL grading activities for the project. CONC FTG. PER STRUCT -- CONC FTG. PER STRUCT -- CONC FTG. PER STRUCT -- 1'-6" BELOW FROST LINE, 1'-6" BELOW FROST LINE, 1'-6" BELOW FROST LINE, TYP. TYP. TYP. A.21 COPYRIGHT ERIC DENNY ARCHITECTURE22 OF 22 FOUNDATION DETAIL FOUNDATION DETAIL (@ FURRED EXTERIOR WALL) FOUNDATION DETAIL (@ STONE SIDING) 6 7 8 PERMIT DRAWING BUILDING -- "A" EXTRA DUMPSTER EXERCISE 19' Permit #: BLD1820-A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 HYDRANT PLANTING STRIPSIDEWALK STANDARD REFUSE TABLE OF CONTENTS (w/ 6 yard dump) PROJECT DESCRIPTION: 6'-0" HIGH C.M.U. SCREEN WALL PROJECT: New 12 unit multifamily apartment building (Bldg "A" only) A.1 Building Site Plan LOCATION: City of Arlington A.2 Notes & Code Sheet PROJECT NAME: 31st Avenue Apartments A.3 First Level Floor Plan PROPOSED SITE REGRADING: SITE PLAN APPROVAL PER CITY OF ARLINGTON: NOTE: Contractor to confirm FILE NO.: PLN#318 A.4 First Level Floor Plan -- Accessibilty (ADA) SEE CASCADE ENGINEERING SITE PLAN FOR PROPOSED SITE 24' requirements for dumpster size, SURVEY: T 31,R 05, S 20, Q NE A.5 ADA Details CONTOURS AS WELL AS PROPOSED SITE DRAINAGE PLAN For additional site related information see project site plan & Special Use Permit approved screened enclosure, truck A.6 Second Level Floor Plan by the City of Arlington Building Department, Planning Division on May 15, 2017. access, etc. w/ Waste A.7 Third Level Floor Plan Management NW prior to PARCEL INFORMATION: A.8 Roof Plan construction. 19 A.9-1 & 9-2 Building Assemblies 5' OWNER: GR & R HOLDINGS, LLC eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net A.10 Building Sections PROJECT ADDRESS: 18321 31st Avenue Ne A.11 Building "A" -- Elevations COMPACT ARLINGTON, WA. 98223 A.12 Building "A" -- Elevations COMPACT 20 A.13 Building "A" -- Elevations PROJECT SITE AREA: 62,114 Square Feet 15' BENCHES A.14 Door Schedules 108 107 106 105 104 103 102 HC 101 HC 100 99 98 97 96 95 94 93 A.15 Window Schedules SNOHOMISH COUNTY ASSESSOR A.16 Energy/Mechanical Sheet 21 PARCEL NUMBERS & LEGAL DESCRIPTIONS: A.17 Stair Section & Details A.18 Stair Section & Details 00960014000300 A.19 Stair Section & Elevation T 31, R 05, S 20, Q NE A.20 Stair Landing Details ADA PARKING SIDEWALK 1:12 slope 92 22 MOBILE HOME/PARK GUINN'S MOBILE A.21 Building Details SIGN, TYP. PER PLAN 1:12 slope HOME PARK PRK 140 D-00 SPACE 3 00472500000804 S1.1 General Structural Notes S2.1 Foundation Plan HIGHWAY HOME SITES BLK 000 D-04 - S 270 FT 91 S2.2 Second Floor Framing Plan 23 OF W 230 FT OF TH PTN LOT 8 LY NLY OF LN RUN S2.3 Third Floor Framing Plan WLY FR SW COR LOT 6 & BEING PLW N LN SD LOT 8 S2.4 Roof Floor Framing Plan AKA PAR "A,B, & C" OF UNREC SP 68-68 2 BEDROOM S3.1 Concrete Details 1:12 slope 15'-6" 1 BEDROOM 90 00960014000100 S4.1 Framing Details PROPOSED 42" 24 S4.2 Lateral Details MOBILE HOME/PARK GUINN'S MOBILE HIGH PICKET BIKE RACKS STANDARD S4.3 Details HOME PARK PRK 140 D-00 SPACE 1 FENCE 5 bikes min. PER PLAN SIDEWALK 89 1 BEDROOM 00960014000201 SITE PLAN REQUIREMENTS: 25 MOBILE HOME/PARK GUINN'S MOBILE 1. The project architectural site plan & landscape plan was approved by the COMPACT HOME PARK - PARK 140 D-00 SPACE 2 City of Arlington Land Use Division on 5-15-17 per City of Arlington 88 BENCHES Municipal Code, Chapter 20, Land Use WALKWAY BLDG. - "A" 26 PER PLAN ZONING CODE 2. Per Civil Engineering submittal the project property is NOT in a 2822 S.F. COVERAGE 87 designated flood plain. BLDG. - "C" ZONING: RHD (Residential High Density) 19' SETBACKS: FRONT YARD -- 10 FT. PER AGREEMENT W/CITY OF ARLINGTON 3. Fire hydrant and apparatus clearances and location to be approved by 15' 27 Fire Department. See City approved project site plan for proposed hydrant REAR YARD -- 20 FT. location. 86 SIDE YARDS -- 20 FT. 1:12 slope up per ADA WALKWAY 2 BEDROOM 24' OCCUPANCY: R-2 (RESIDENTIAL) 4. Road access as indicated in City approved project site plan. WALKWAY 1:12 slope 28 DECK 1:12 slope up per ADA PER PLAN 85 HEIGHT RESTRICTIONS: 45 FT. MAX. ALLOWED 5. Stormwater drainage per Civil Engineering plan submittal. MAXIMUM LOT COVERAGE ALLOWED: 75% 6. Utilities for water and electrical per Civil Engineering plan submittal. 29 84 HC 31st AVENUE N.E. GARDEN PATH ROCK WALL PROJECT TEAM: 1:12 slope ENTRY 5' MINI PARK ARBOR 11'-9" TRELLIS Project Address: 18321 31st Avenue NE Structural Engineer: Fossatti Pawlak, Structural Engineers Arlington, WA. 98223 1735 Westlake Ave. N, Suite 205 Seattle, WA. 98109 83 Owner: GR & R Holdings LLC 1:12 slope up per ADAWALKWAY Brent Rasmussen & Earl Groendyk, Civil Engineer Cascade Surveying & Engineering, Inc. 30 Managing Members & Surveyor: P.O. Box 326 WALKWAY 12520 6th Avenue NE 105 E. Division Street 1:12 slope up per ADA 1:12 slope 82 BBQ AREA Mill Creek, WA. 98271 Arlington, WA. 98223 Architect: Eric Denny Architecture Geotechincal GEOTEST, Inc. 31 3726 Meridian Ave. N. Engineer: 26011 67th Avenue NE 81 Seattle, WA. 98103 Arlington, WA. 98223 BLDG. - "B" Contact: Eric Denny, AIA 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 206.679.8025 Traffic Gibson Traffic Consultants, Inc. 80 32 eadenny@comcast.net Engineer: James Professional Building 2813 Rockefeller Ave., Suite B 1 Everett, WA. 98201 WALKWAY COMPACT PLANTING STRIPSIDEWALK 79 33 BIKE RACKS BUILDING SUMMARY: 6 bikes min. 78 1:12 slope 34 (Building "A") 19'-6" BUILDING NUMBER: # STORIES: BUILDING HEIGHT: # OF 1-BEDROOM UNITS: # OF 2-BEDROOM UNITS: SQUARE FOOTAGE: * 77 STANDARD 35 A 3 41'-6" 6 6 7177 S.F. B SEE BUILDING "B' PROJECT SHEETS 76 FRONT SETBACK 1:12 slope ADA PARKING SIDEWALK C SEE BUILDING "C" PROJECT SHEETS 1:12 slope 13' 5' SIGN, TYP. 36 BBQ AREA SIDEWALK FOR UNIT TOTALS FOR BUILDINGS "B" & "C" SEE PROJECT TOTAL UNITS BUILDING "A" =12 DRAWING SHEETS FOR THOSE BUILDINGS INDIVIDUALLY. * Unit square footage numbers are NET square footage numbers (i.e. measured from interior of walls). 37 DATE: 1/10/18 15' JOB #: 1344 60 61 62 63 64 65 66 HC 67 HC 68 69 70 71 72 73 74 75 PARKING SUMMARY: LOT COVERAGE CALCS: TITLE: SITE PLAN COMPACT 38 PROJECT SITE COMPACT Per AMC Chapter 20.72 Parking: SEE SITE PLAN PERMIT APPROVED BY CITY OF ARLINGTON, DRAWINGS 2 stalls x 48 units + 1 stall x (48 / 4) = 108 stalls DATED 12-19-16. 5' proposed: 39 59 Standard stalls 44 Compact stalls OPEN SPACE SUMMARY: 24' UTILITY LOCATE: 5 ADA stalls = MINI PARK REQUIRED: EXIST SITE CONTOURS The applicant shall call for utility line locates to ensure that the utility lines will 1 bicycle stall per 10 vehicle stalls required 1 bed x 1.4 x 27 units x 65 = 2457 s.f. PER SURVEY, TYP. be placed in the correct locations per the Civil drawings. proposed: 2 bed x 2.2 x 21 units x 65 = 3003 s.f. 11 bicycle stalls bike racks provided at north & south TOTAL: 5460 S.F. REQUIRED PLAY AREA entry points to buildings. See 6268 s.f. PROPOSED site plan this sheet. 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 = OPEN SPACE: 19' 5% x 62,114 s.f. (property size) = 3106 s.f. REQUIRED STANDARD 3305 s.f. PROPOSED VICINITY MAPN.T.S. PLANTING STRIPSIDEWALK TYPE "B" LANDSCAPE SCREEN (see landscape plan L.1) TYPE "B" LANDSCAPE SCREEN (see landscape plan L.1) NORTH 31st Avenue northeast SITE PLAN 12" PARKING ACCESSIBILITY (ADA) NOTES: RESERVED BUILDING -- "A"Permit #: BLD1820-A SCALE: 1" = 10' SECTION 502 Parking Spaces (from American National Standard Accessible and Usable Building and Facilities Manual, 2009) SECTION 406 CURB RAMPS (from American National Standard Accessible and Usable Building and Facilities Manual, 2009) 0 10 20 30 50 PARKING 18" BLDG. - "A" 406.2 Counter Slope. Counter slopes of adjoining gutters and road surfaces immeditely adjacent to the curb ramp shall not be steeper than 1:20. The 502.1 General. Accessible car and van parking spaces shall comply with Section 502. adjacent surfaces at transitions at curb ramps to walks, gutters and streets shall be at the same level. NO. REVISION DATE 502.2 Vehicle Space Size. Car parking spaces shall be 96 inches minimum in width. 406.3 Sides of Curb Ramps. Where provided, curb ramp flares shall not be steeper than 1:10. ADJOINING SURFACE SIDEWALK CURB RAMP 1:12 1 6/5/18 1:20 MAX. SLOPE 502.3 Vehicle Space Marking. Car and van parking spaces shall be marked to define the width. Where parking spaces are marked with lines, MAX. SLOPE 406.4 Width. Curb ramps shall be 36 inches minimum in width, exclusive of flared sides. 3' MIN. 2O 12 the width measurements of parking spaces and adjacent access aisles shall be made from the centerline of the markings. LANDING 1 1 60" MIN. 406.5 Floor Surface. Floor surfaces of curb ramps shall comply with Section 302. (& 303). (= 8% MAX.)1:12 MAX. SLOPE 502.4 Access Aisle. Car and van parking spaces shall have an adjacent access aisle complying with Section 502.4. 302.1 General. Floor surfaces shall be stable, firm, and slip resistant. 502.4.1 Location. Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle CURB 303.2 Vertical. Changes in level of 1 Access aisles shall not overlap with the vehicular way. Parking spaces shall be permitted to have access aisles placed on either side of the car 4" maximum in height shall be permitted to be vertical. TYPICAL CURB RAMP SECTION DETAIL STREET NORTH or van parking space. (Per ADA Manual: Fig. 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps) PROPOSED PROJECT PERSPECTIVE 406.6 Location. Curb ramps and the flared sides of curb ramps shall be located so they do not project into vehicular traffic lanes, parking spaces, or 502.4.2 Width. Access aisles serving car and van parking spaces shall be 60 inches minimum in width. SCALE: 3/8" = 1'-0" parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared sides. N.T.S. A.1 502.4.3 Length. Access aisles shall extend the full length of the parking spaces they serve. 3' MIN. CURB 502.4.4 Marking. Access aisles shall be marked so as to discourage parking in them. FLARED SIDES OF RAMP 406.7 Landings. Landings shall be provided at the tops of curb ramps. The clear length of the landing shall be 36 inches minimum. The clear width RAMP COPYRIGHT ERIC DENNY ARCHITECTURE1 OF 22 1:10 MAX. SLOPE (10%), TYP. SECTION 703.6 SYMBOLS OF ACCESSIBILITY (from American National Standard Accessible and Usable Building and Facilities Manual, of the landing shall be at least as wide as the curb ramp, excluding flared sides, leading to the landing. 502.5 Floor Surfaces. Parking space and access aisles shall... have surface slopes not steeper than 1:48. STREET 2003) 406.8 Obstructions. Curb ramps shall be located or protected to prevent their obstruction by parked vehicles. 502.7 Identification. Where accessible parking spaces are required to be identified by signs, the signs shall include the International Symbol of TYPICAL CURB RAMP PLAN DETAIL 7063.6.2 Finish and Contrast. Symbols of accessibility and their backgrounds shall have a nonglare finish. Symbols of accessibility Accessibility. Such signs shall be 50 inches minimum above the floor of the parking space measured to the bottom of the sign. shall contrast with their backgrounds, with either a light symbol on a dark background or a dark symbol on a light background. 406.9 Handrails. Handrails are not required on curb ramps. (Per ADA Manual Fig. 406.3 Sides of Curb Ramps) PERMIT DRAWING SCALE: 3/8" = 1'-0" Image from: Fig. 703.6.3.1 International Symbol of Accessibility. GENERAL NOTES: GENERAL FIRE NOTES: GEOTECHNICAL LIST of SPECIAL INSPECTIONS: DEFERRED SUBMITTALS: Refer to geotechnical engineering report and structural engineering notes for soil bearing 1. Structural Engineering: Wind Table 1705.11 IBC IBC 107.3.4.1 Deferred submittals. Deferral of any submittal items shall have the prior approval of the 1. All work under this contract shall comply with the current editions of the International 1. Hydrants shall be in service prior to start of work. capacity, temporary shoring requirements, grading requirements and new foundation 2. Structural Engineering: Seismic Table 1705.12 IBC building official. The registered design professional in responsible charge shall list the deferred submittals Building Code, National Electric Code and Washington State Department of Labor and requirements. Refer to geotechnical report and City of Arlington BMP's for Stormwater 3. Structural Engineering: AISC 360 Table Ch. N. on the construction documents for review by the building official. Documents for deferred submittal items Industries regulations, Washington State Energy Code as well as City of Arlington 2. Fire extinguishers: Verify requirements and locations for fire extinguishers during Pollution Prevention and Erosion Control. All work is to be done in accordance with shall be submitted to the registered design professional... who shall review them and forward them to the Municipal Code. construction with fire marshal. Contractor is to supply fire extinguishers as required by recommendations and approval by the project geotechnical engineer and project building official... indicating they... have been reviewed and found to be in general conformance to the code and/or indicated on drawings. structural engineer. Follow approved schedule of Special Inspections at all times. Project design of the building. The deferred submittal items shall not be installed until the deferred submittal 2. General Contractor shall verify and coordinate all existing and new utilities and site geotechnical engineer is to be present on-site during installation of temporary shoring documents have been approved by the building official. conditions before and during construction. Inform Architect of variations between contract 3. Portable fire extinguishers shall be provided throughout construction area with a piles and walls (if necessary), during excavation and during placement of all concrete documents and existing conditions. maximum travel distance that meets jurisdictional requirements and standards specified forms. Geotechnical engineer to verify required bearing for all new work and to make Project Deferred Submittals: for new extinguishers. on-site recommendations for the placing of concrete forms. Do no site work without -- Pre-manufactured roof truss system 3. Do not scale drawings; dimensions govern. Verify all dimensions on the job. approval of project geotechnical engineer. -- Manufactured stair, landing and railing systems Contractor shall notify Architect immediately of any and all discrepancies. Drawing scales 4. Flammable liquids at job site shall not be stored in the building and shall be stored, are indicated to provide proportion and should be verified with similar drawings and listed dispensed and used in accordance with requirements of local fire official and IBC. Project geotechnical engineer of record = GeoTest Services, Inc. dimensions. Date of project geotechnical report = 5.25.2017 5. All penetrations of fire resistive floors and walls shall be protected by materials and 4. For new construction dimensions are to face of foundation walls and face of rough installation of details that conform to underwriters laboratories' listings and IBC for BUILDING CODE (IBC 2015) framing, unless noted otherwise. For remodel work dimensions from existing building through penetration fire stop system. elements are taken from finished face of walls, floors, ceilings, etc. 6. Openings for electrical devices in fire resistive wall construction shall conform to CONSTRUCTION TYPE (FIRE CODE): VA eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 5. Provide blocking behind all wall mounted accessories and ledgers and as required by requirements of IBC. WEATHERIZATION applicable manufacturer recommendations, and as approved by Architect. OCCUPANCY: R-2 (RESIDENTIAL) 7. Provide fire blocking, draftstops and firestops per the IBC. Flash and seal all exterior openings watertight per plans and the latest accepted industry 6. Drawings and specifications: details cover furnishing and installation of all materials practices and standards. Wrap, flash and seal the building envelop watertight per plans and work as called for on drawings and/or specifications are part of this contract. It shall 8. Building smoke detector system to be installed per code. and the latest accepted industry practices and standards. Roofing to be installed per be the responsibility of each Contractor to check with architectural and all other contract latest accepted industry practices and standards. Wherever possible industry certified drawings before installation of work. Any discrepancy between drawings shall be brought 9. Building carbon monoxide detector system to be installed per code. installers should employed. BUILDING CODE ANALYSIS: to Architect's attention by notification for clarification. Any work installed in conflict with PROPOSED CONDITION: ALLOWED per CODE: CODE SECTION: REMARKS: architectural drawings shall be corrected by Contractor at his own expense and at no 10. Building to meet all egress requirements as dictated by code. The Architect recommends that a Waterproofing Consultant be employed to help ensure expense to Owner, Engineer or Architect. that waterproofing of the building is done to the latest industry standards. Waterproofing Bldg A Bldg B Bldg C Bldg A Bldg B Bldg C 11. Building to meet all of 2015 IBC fire resistive construction. Contact Architect with consultant to inspect and certify building envelop and all penetrations, typ. 7. Each installer shall be responsible for verification and coordination with other installers related questions. Occupancy Classification: R-2 R-2 R-2 R-2 R-2 R-2 310.4 Residential Group to secure compliance of drawings and specifications concerning accurate location of The undersigned has provided building enclosure documents (exterior building envelop) structural members and openings for mechanical, electrical and miscellaneous BUILDING DEPARTMENT NOTES: that in my professional judgement are appropriate to satisfy the requirements of RCW equipment. 64.55.005. See Architect's stamp/signature this sheet. Fire Protection (Active): S13R S13R S13R S13R S13R S13R Chapter 9 1. Openings shall be caulked, sealed, or weatherstripped. 8. Prior approval is required on all changes or alterations to approved plans. 2. Seal tears and joints in insulation with tape. 3. Moisture control to be provided per Washington State Energy Code. Building Height (Stories/Feet): 3 story / 41'-10" 3 story / 41'-10" 3 story / 41'-10" 60 ft. 60 ft. 60 ft. Table 504.3 & 504.4 9. Contractor shall become familiar with existing site condition, soils information and 4. Service water pipes in unheated spaces shall be insulated per Washington State required grading to include costs associated with unfavorable weather conditions typical Energy Code. during winter and spring construction. 5. Provide fire blocking, draftstops and firestops per the IBC. 2420 s.f. 2nd & 3rd ea. 2268 s.f. 2nd & 3rd ea. 4858 s.f. 2nd & 3rd ea. Total floor areas of all three buildings is < 12,000 6. All nailing per IBC and per structural. Building Area: 2337 s.f. main flr. 2176 s.f. main flr. 4694 s.f. main flr. 12,000 s.f./floor 12,000 s.f./floor 12,000 s.f./floor Table 506.2 s.f./floor. Buildings considered as one building. 10. Contractor shall review documents and bid projects as a completed project free of 7. Provide smoke and carbon monoxide detectors per the IBC. obvious omissions. Where materials and methods are not specifically called out, but are 8. Provide approvde security and locking devices at new doors and windows per IBC. foreseeable, they shall be included in the bid. 9. Electrical outlets and switches to be located per code. PRE-CONSTRUCTION MEETING: Type of Construction: VA VA VA VA VA VA Chapters 5,6, & 7 11. All debris shall be removed from premises and areas shall be left in broom clean Prior to the start of construction the contractor to schedule a pre-construction meeting Single exit/unit to open Single exit/unit to open Single exit/unit to open Single exit/unit to Single exit/unit to Single exit/unit to condition at all times. CODES Means of Egress: stairs stairs stairs open stairs open stairs open stairs Chapter 10 with the Architect, geotechnical engineer, civil engineer as well as any necessary City of Arlington building officials. 12. Contractor shall be responsible for complete security of building while job is in USE CURRENT VERSIONS OF CODES ENFORCED PER CITY OF ARLINGTON: progress and until job is completed. Contractor shall be responsible for prevention of INTERNATIONAL BUILDING CODE, 2015 -- WAC 51-51 theft & vandalism within the construction area. INTERNATIONAL MECHANICAL CODE -- WAC 51-52 NFPA 54, NATIONAL FUEL GAS CODE -- WAC 51-52 WOOD & EARTH SEPARATION: FIRE RESISTANCE RATING REQUIREMENTS FOR 13. Contractor shall be responsible for all safety precautions and the methods, EDITION OF NFPA 58, LIQUIFIED PETROLEUM GAS CODE -- WAC 51-52 1. WOOD LOCATED NEARER THAN 6 INCHES TO BUILDING ELEMENTS (hours) per IBC Table 601 techniques, sequences or procedures required to perform the Contractors work. The INTERNATIONAL FUEL GAS CODE -- WAC 51-52 EARTH SHALL BE TREATED WOOD OR WOOD OF Architect has no overall supervisory authority or actual and/or direct responsibility for the INTERNATIONAL FIRE CODE -- WAC 51-54 TYPE "VA" CONSTRUCTION: NATURAL RESISTANCE TO DECAY PER CODE. specific working conditions at the site and/or for any hazards resulting from the actions of UNIFORM PLUMBING CODE & STANDARDS -- WAC 51-56 AND WAC 51-57 ALL WOOD IN CONTACT WITH CONCRETE SUCH HOUR SEPARATION HOUR SEPARATION any trade Contractor. The Architect has no duty to inspect, supervise, note, correct, or 2015 WASHINGTON STATE ENERGY CODE - WAC 51-11 BUILDING ELEMENT: PROPOSED: per CODE: AS PLATES, SILLS AND LEDGERS SHALL BE report any health or safety deficiencies to the Owner, Contractors, or other entities or WASINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE -- WAC 51-13 TREATED WOOD OR WOOD OF NATURAL persons at the project site. NDS: NATIONAL DESIGN SPECIFICATIONS RESISTANCE TO DECAY PER CODE. TREAT ALL Primary structural frame 1 1 CUT ENDS WITH 14. All operations conducted on the premises shall not be objectionable beyond property END-CUT SOLUTION. USE GROUND CONTACT boundary lines by reason of noise, steam, odor, gases, smoke, vibration, hazard, or other UTILITIES Bearing walls -- Exterior 1 1 TREATED WOOD. causes. 1. CONTRACTOR TO CALL LOCAL SERVICE PROVIDER FOR UTILITY LOCATE PRIOR TO 3. RECENT TESTS OF NEW ARSENIC FREE P.T. THE START OF ANY EXCAVATION WORK. CALL BEFORE YOU DIG. WOOD HAVE BEEN SHOWN TO HAVE CORROSION Bearing walls -- Interior 1 1 15. Contractor shall keep all adjacent City streets and site property clean at all times. 2. NEW UTILITIES PER CIVIL ENGINEERING DRAWINGS. POPBLEMS W/ METALS. FASTENERS, HANGERS, Nonbearing walls and partitions -- NAILS, ETC., MUST BE STAINLESS STEEL, HOT- 16. All items marked "N.I.C." are not part of this Contract. Interior 0 0 DIPPED GALVANIZED, OR AS SPECIFICALLY 17. All work shall be applied in accordance with manufacturer's latest recommendations DRAWING NOTES: REQUIRED FOR THE SPECIFIED WOOD Floor construction and associated PRESERVATIVE USED. THE COATING WEIGHTS secondary members 1 1 or written directions. 1. Do not scale drawings. 2. Local and jurisdictional codes govern. FOR Roof construction and associated 1 18. Plans are minimums and where details are not specifically shown, consistent 3. Where discrepancies exist between architectural drawings ZINC-COATED FASTENERS TO BE IN secondary members 1 1 practices shall be used. Codes and ordinances take precedence over plans and project survey, civil engineering, and structural engineering ACCORDANCE SEE FIRE ASSEMBLY DETAILS -- SHEET A.9 FOR ADDITIONAL INFORMATION specifications and wherever inconsistencies exist, it will be the Contractor's responsibility drawings, survey, civil, and structural work to govern. WITH ASTM 1 153. PROVIDE DOCUMENTATION to immediately notify the Owner and Architect and provide acceptable corrections at no 4. Consult architect prior to work. IN additional charge. 5. Prior to work general contractor to schedule a pre-construction meeting THE FIELD SHOWING THE REQUIRED FASTENER with architect and owner. PROTECTION CONSIDERING THE WOOD CHOSEN. IBC SECTION 402 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 19. Flammable liquids at job site shall not be stored in the building and shall be stored, 420.2 Separation wall. Walls separating dwelling units in the same building, walls separating sleeping units in the IBC Table 1004.1.2 Maximum Floor Area Allowances per Occupant -- dispensed and used in accordance with requirements of local fire official and IBC. Supporting project documentation includes the following: same building and walls separating dwelling or sleeping units from other occupancies contiguous to them in the Function of Space = Residential A. Civil engineering site drawings by Cascade Surveying & BUILDING & SITE DRAINAGE: same building shall be constructed as fire partitions in accordance with Section 708. Per 708.3 Fire resistance Occupant Load Factor = 200 gross 20. Portable fire extinguishers shall be provided throughout construction area with a max. Engineering Inc. rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour. * See unit occupant load calculations on Apartment Unit Summary table this sheet travel distance as prescribed in the code and shall meet standards specified for new B. Information provided by 4B Partners, Inc. (now GR & R Holdings, LLC) PER CASCADE SURVEYING AND ENGINEERING, INC. extinguishers. C. Project geotechnical engineering report by Geotest, Inc. 420.3 Horizontal separation. Floor assemblies separating dwelling units in the same buildings, floor assemblies IBC Section 1005.3.1 Stairways D. Structural engineering design by Fossatti Pawlak Structural Engineers separating sleeping units in the same building and floor assemblies separating dwelling or sleeping units from Occupant load of unit x 0.3 inches = Minimum stairway width. (36 inches minimum) 21. Contractor shall provide electrical permit for the project. other occupancies contiguous to them in the same building shall be constructed as horizontal assemblies in * See unit occupant load calculations on Apartment Unit Summary table this sheet BUILDING VENTING (PASSIVE) REQUIREMENTS accordance with Section 711. Per 711.2.4.3 Dwelling units and sleeping units. Horizontal assemblies serving as Maximum stair tread depth = 11 inches per IBC 1011.5.2 22. Openings for electrical devices in fire resistive wall construction shall confirm to PROJECT REQUIREMENTS: dwelling or sleeping unit separations in accordance with Section 420.3 shall not less than 1-hour Maximum stair riser height = 7 inches requirements of IBC. WINDOW & GLASS DOOR GUARDS are required on operable windows when the exterior ROOF VENTING: fire-resitance-rated construction. Maximum opening size between treads = 4 inches sill height exceeds 72 inches above grade and the interior sill height is less than 24 VENTING CALCULATIONS ARE BASED ON THE LARGEST RAFTER BAYS PROPOSED FOR THE 23. Sealing, caulking and weather-stripping shall be installed to provide a complete inches above finished floor. BUILDING AS FOLLOWS: 420.5 Automatic sprinkler system. Group R occupancies shall be equipped throughout with an automatic sprinkler SEE SHEETS A.10 THRU A.17 thru A.20 FOR ADDITIONAL STAIR NOTES AND DETAILS. building envelope. system in accordance with Section 903.2.8. GLAZING IDENTIFICATION labels are to remain on all glazing until the insulation -- LARGEST RAFTER BAY = 20'-6" x 1'-4" = 27 s.f. ea. rafter bay x 1 = 0.2 s.f. minimum IBC Table 1006.2.1 Spaces with One Exit or Exit Access Doorway 24. All penetrations of fire resistive floors or walls shall be protected by materials and 150 420.6 Fire alarm systems and smoke alarms. Fire alarm systems and smoke alarms shall be provided in Group R-2 Maximum common path of egress travel distance (with sprinklers) = 125 feet (for R-2 buildings) inspection is complete. venting required installation details that conform to underwriters laboratories' listings and IBC for through occupancies in accordance with Section 907.2.9. Single or multiple-station smoke alarms shall be provided in penetration of fire stop system. NOTE: Under floor framing inspection is required prior to floor sheathing installation. -- VENTING PROPOSED THROUGHOUT EACH BUILDING = CONTINUOUS RIDGE VENTING Group R-2 in accordance with Section 907.2.11. IBC Table 1006.3.2(1) Stories with one exit of access to one exit for R-2 occupancies PLUS BIRD BLOCKING EACH RAFTER BAY. Story = first, second or third story above grade plane 25. Provide fire blocking, draftstops and firestops per the IBC. IBC SECTION 708 Occupancy = R-2 NOTE: Exterior & interior shear-wall nailing inspection is required prior to cover. 708.1 General The following shall comply with this section. 26. All exterior wall openings, flashings, counter-flashings, and expansions joints shall -- GABLE END VENTS PROPOSED FOR EACH BUILDING. SEE ELEVATION SHEETS A.11 THRU Max. number of dwelling units = 4 dwelling units/story be constucted as to make them weatherproof and watertight. 1. Separation walls as required by Section 420.2 for Groups ... R-2. Max. common path of egress travel distance = 125 ft. NOTE: Roof-sheathing nailing inspection is required prior to cover. A.20. 708.3 Fire-resistance rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour. DATE: 1/10/18 27. Provide galvanic insulation between disumilar metals. 708.4 Continuity. Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below to the IBC SECTION 1008 -- Means of Egress Illumination: NOTE: For additional inspection requirements contact City of Arlington building dept. BUILDING INSULATOIN: underside of the floor or roof sheathing, slab or deck above or to the fire-reistance-rated floor/ceiling or roof/ceiling Contractor to consult building official to determine exact location and type of fixtures necessary for egress JOB #: 1344 BUILDING INSULATION TO BE BATT INSULATION AS LOCATED PER PLAN. ALL WORK DONE 28. Moisture control to be provided per Washington State Energy Code. assembly above, and shall be securely attached thereto. In combustible construction where the fire partitions are illumination. RAIN DRAING LEADERS AND FOOTING DRAINS shall be tight lined to an approved point PER MANUFACTURER'S SPECIFICATIONS. TITLE: NOTES & CODE not required to be continuous to the sheathing, deck or slab, the space between the ceiling the the sheathing, deck of disposal and inspection prior to cover. 29. Ventilate all roof cavities (rafter spaces) per code. or slab above shall be fireblocked or draftstopped in accordance with Secitons 718.2 and 718.3 at the partition line. IBC Section 1011.2 Stairway width and capacity. Exception #1 applies -- Stairways serving an occupant load of less than 50 shall have a width of APPROVED ADDRESSES shall be provided for all new and existing buildings in such a Exceptions: 30. All nailing per the IBC. not less than 36 inches. position as to be plainly visible and legible from the street or road fronting the property. 5. Attic fireblocking or drafstopping is not required at the partition line in Group R-2 buildings that do not exceed 31. Provide approved security and locking devices at new exterior doors per IBC. four stories above grade plane, provided the attic space is subdivided by draftstopping into areas not exceeding IBC Section 1011.7.3. Note that per this section enclosures under stairs are required to have 1 hour fire protection. THE CONTRACTOR SHALL VERIFY THE PROPERTY LINES AND SETBACKS for the 3000 square feet or above every two dwelling units, whichever is smaller. The stairs are proposed to be OPEN (unenclosed). SEE SHEET A.3 FOR NOTE INDICATING THAT NO placement of the structure authorized by the permit. All property lines shall be identified 32. Electrical outlets and switches per code. Locations to be verified with owner. and string lines provided at time of inspection. STORAGE/ENCLOSURE IS PERMISSIBLE BENEATH STAIRS. FOR THIS PROJECT: ATTIC FIRE FIREBLOCKING/DRAFTSTOPPING IS PROPOSED AT THE PARTITION LINE BETWEEN EVERY TWO UNITS. SEE SHEET A.8 ROOF PLAN. 33. All concrete foundations to bear on native soil. The Architect recommends that a ALL NEW GAS SERVICES AND GAS SERVICES which are expanded shall have an IBC Section 1014 Handrails Geotechnical Engineer be employed to determine proper soil bearing capacity for the new approved earthquake shut off valve installed in the building supply line immediately after Handrail height, measured above stair tread nosings shall be uniform, not less than 34 inches construction as well as recommend soil amendments as necessary to achieve proper 708.5 Exterior walls. and not more than 38 inches. the gas meter. The valve shall be located outside the structure and be accessible. bearing capacity. Where exterior walls serve as a part of a required fire-resistance-rated separation, such walls shall comply with the requirements of Section 705 for exterior walls, and the fire-resistance-rated separation requirements shall not apply. Handrail extensions. Handrails shall return to a wall, guard or the walking surface or shall be continuous 34. Slope all finished grade away from building. to the handrail of an adjacent flight of stairs. Where handrails are not continuous between flights, the handrails Exception: Exterior walls required to be fire-resistance rated in accordance with... Section 1027.6 for exterior exit shall extend horizontally not less than 12 inches beyond the top riser and continue to slope for the depth of 35. Patch and repair all areas affected by construction including G.W.B., lath & plaster, stairways and ramps. one tread beyond the bottom riser. The extensions of handrails shall be in the same direction of the flights of trim, etc. and leave in "as new" condition. stairs at stairways. 708.6 Openings. Openings in a fire partition shall be protected in accordance with Section 716. 36. Where possible recycle or reuse waste material. Clearance. Clear space between a handrail and a wall or other surface shall be not less than 1-1/2" inches. IBC Table 716.6 Fire Window Assembly Fire Protection Ratings: Windows in exterior walls with 1 hour fire rating = 3 IBC Section 1015 Guards: 4 HOUR MINIMUM FIRE WINDOW ASSEMBLY REQUIRED. CONFIRM RATING REQUIREMENT WITH WINDOW 37. Provide adequate and functioning drainage away from new and existing construction. Section 1015.1 Operable windows with sills located more than 72 inches above finished grade or other surface MANUFACTURER PRIOR TO ORDERING WINDOWS AND SLIDING DOORS. below shall comply with section 1015.8 (see below). 38. Provide necessary shoring and bracing to secure site and building area during 708.7 Penetrations. construction. 1015.2 Guards shall be located along open sided walking surfaces, including mezzanines, stairs, ramps and Penetrations of fire partitions shall comply with Section 714. See Sheet A.9-2 for additional project notes and landings that APARTMENT UNIT SUMMARY TABLE details on penetrations. 39. Install gypsum wall board per standard practice and manufacturer's are located more than 30 inches measured vertically to the floor or grade below at any point within 36 inches recommendations. All exposed gypsum board to have metal edges at all corners and wall horizontally to Unit square footage # Units Square footage Occupancy calculation/unit # occupants 708.9 Ducts and air transfer openings. intersections. Penetrations in a fire partition by ducts and air transfer openings shall comply with Section 717. See Sheet A.???? the edge of the open side. BUILDING -- "A"Permit #: BLD1820-A Building A Two bedroom units x 673 s.f. = 6 4038 s.f. 673 s.f. / 200 s.f. gross = 3 for additional project notes and details on ducts. 1015.3 Height. Required guards shall be not less than 42 inches high, measured vertically as follows: One bedroom units x 471 s.f. = 6 2826 s.f. 471 s.f. / 200 s.f. gross = 2 IBC CHAPTER 9 -- FIRE PROTECTION SYSTEMS: 1. From the adjacent walking surfaces. 2. On stairways from the line connecting the leading edges of the tread 907.3 Fire Safety Function. nosings. NO. REVISION DATE Building B Two bedroom units x 673 s.f. = 3 2019 s.f. 673 s.f. / 200 s.f. gross = 3 In buildings not equipped with a fire alarm system, the automatic fire detector shall be powered by normal electrical service and, upon actuation, perform the intended function. The detectors shall be located in accordance with 1015.4 Opening limitations. Required guards shall not have openings that allow passage of a sphere 4 inches in 1 6/5/18 One bedroom units x 522 s.f. = 3 1566 s.f. 522 s.f. / 200 s.f. gross = 3 NFPA 72. diameter from the walking surface to the required guard height. One bedroom units x 471 s.f. = 6 2826 s.f. 471 s.f. / 200 s.f. gross = 2 SMOKE ALARMS are to be installed in each sleeping room and outside each separate sleeping area in the 1015.8 Window openings. Windows in Group R-2 buildings where the top of the sill of an operable window immediate vicinity of the bedrooms. Alarms shall receive their primary power from the building wiring with battery opening is located less than 36 inches above the finished floor and more than 72 inches above the finished grade Building C Two bedroom units x 673 s.f. = 12 8076 s.f. 673 s.f. / 200 s.f. gross = 3 back-up. Wiring shall be permanent and without a disconnected switch other than those required for overcurrent or other surface below on the exterior of the building, shall comply with the following (AS SELECTED FOR THIS protection. Smoke alarms shall be interconnnected and comply with building fire warning equipment provisions of One bedroom units x 471 s.f. = 12 5652 s.f. 471 s.f. / 200 s.f. gross = 2 PROJECT): NFPA 72. #2. Operable windows where the openings will not allow a 4-inch-diameter sphere to pass through the opening Total two bedroom units = 21 48 UNITS TOTAL 27,003 TOTAL SQ. FT. 915.1 General (Carbon Monoxide Detection): when the window is in its largest opened position. (SEE WINDOW SCHEDULE SHEET A.22 -- CERTAIN AWNING A.2 Total one bedroom units = 27 Carbon monoxide detection shall be installed in existing buildings in accordance with Chapter 11 of the WINDOWS) International Fire Code. Carbon monoxide detectors to be installed outside each bedroom per plan. #3. Operable windows where the openings are provided with window fall prevention devices that comply with Unit square footage numbers are "NET" -- measured from interior face of walls COPYRIGHT ERIC DENNY ARCHITECTURE2 OF 22 SEE SHEETS A.3, A.6, & A.7 FOR PROPOSED SMOKE DETECTORS & CARBON MONOXIDE DETECTOR ASTM F2090. (SEE WINDOW SHEDULE SHEET A.22 -- CERTAIN CASEMENT WINDOWS). LOCATIONS. IBC Section 1017 EXIT ACCESS TRAVEL DISTANCE Per Table 1017.2: PERMIT DRAWING See Section 1006.3.2 this sheet See also floor plan Sheets A.3, A.6, and A.7 for exit access travel routes & distances. A B C D B 51'-2" 6'-6" 25' down 1 START OF MAX. TRAVEL 4'-1 " 9'-11" 2 down DISTANCE ROUTE 2' 3' MIN. (POINT "A") 4 3 2' 1"2 3 2' PROPOSED FIRE EQ 5 LIVING/DINING 6'-4" SPRINKLER ROOM. 3'-6 START OF MAX. TRAVEL LOCATION TO BE DISTANCE ROUTE DUCT SOFFIT EQ 6'-6" CONFIRMED. " (POINT "A") 6 5' 1 2 6 CLOSET CLOSET BEDROOM 2 x 8 wall9'-11 BEDROOM KITCHEN 2' 11'-1" 5'-4" 3 BEDROOM SD SD SD 8' LIVING/DINING CM SD fan 14'-5" " 1 2 6 4 4 eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 4'-0 4 3'-6" 2'-7" EXIT ACCESS TRAVEL ROUTE 7 7 " LAUNDRY FAN & 3' MIN. 2 CLOSET CM SD EXIT ACCESS TRAVEL ROUTE 1 UNIT #2 DRYER VENT TO fan 1"2CLOSET 2'-4 (1 bedroom) DUCT THRU SOFFIT 3 fan " dryer 2'-4 1 TO EXTERIOR, TYP. 1 2 3'-8 " 18° 10 2 2'-2" 5'-5 5'-4" 15'-6" " 9'-9" washer 5'-7" down 1 2 " KITCHEN 2 32'-4" 11 1 10 washer 32'-4 8'-4 5 3'-1" fan 2'-7" BATH 2 x 8 wall UNIT #3 4' 3'-31" 8'-10" 2' 2 8'-4" dryer fan (1 bedroom) KITCHEN 5 dryer 1 3'-6" 3'-6 " 8' 2 "2 h.w. 1 washer 2'-4 CLOSET CLOSET 10 UNIT #1 ENTRY h.w. 2'-2" fan 5 (2 bedroom) EXIT ACCESS TRAVEL ROUTE8 ENTRY 12 6'-8" MAINTAIN 24" MIN. " SD SEPARATION BTWN 1 2 CM 43 FT. TO POINT "B" 1 3'-8 4 MAINTAIN 36" MIN. 41 FT. TO POINT "B" WASHER BOXES, TYP. SD 13'-6" -- 15 ADDITIONAL FT. SEPARATION BTWN. LIVING/DINING 1 -- 12 ADDITIONAL FT. BOXES TO BE 1 HR. RATED, TYP. TO EXIT DISCHARGE SMOKE DET. & BATH DOOR < 125 FT. ALLOWED TO EXIT DISCHARGE ENTRY 5 PER CODE, TYP. < 125 FT. ALLOWED CLOSET BATH 1' 1 6 BEDROOM 12 5'-7" 1 2 CLOSET 8'-41 " 2'-41 " 9'-112" 2'-5" 2 2 7' 51'-2" 2 2 x 8 wall 14' 2'-3" 3' MIN. 10'-6" 7 down UP BATH 16'-10" CLOSET CONC. LANDING 8'-4" 1 AT SLIDING DOOR, 2'-4 " BEDROOM 8'-10" 2 TYP. 1'-6" 7 ENTRY 1'-6" 1 11 h.w. 5 SD AREA BENEATH STAIRS IS TO REMAIN OPEN " -- NO STORAGE OR ENCLOSURE PERMITTED 4'-6" 8 CLOSET 1 2 6 washer dryer 4 BENEATH STAIRS, TYP. 3'-3 fan 2'-3" 2'-5" CLOSET CM 10 " SD 1 2 25' 1 1 2'-41 " 4' 5'-52" 4'-02" 5' 2' 4'-1 2 CLOSET B 4 UNIT #4 6 STAIR NOTES: (2 bedroom) KITCHEN down A TYPE "A" UNIT SD A 1) Prior to setting footings for stair towers, determine stair layout. 14' 2) Consult architect on design of stairs prior to layout. 2 BEDROOM 3 9'-9" 9'-11" LIVING/DINING FOUNDATION INSULATION NOTES: down fan R-10 rigid polyiso insulation to be placed BENEATH ENTIRE concrete slab on grade in order for project to meet WA State BLDG - A Energy Code (See Sheets A.23 & A.28 for additional detail) 1 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 11'-1" HVAC NOTES: 1 32'-4 " NORTH 2 HRV can be substituted for ERV. Consult Architect regarding BLDG - C any substitution. GROUND LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0" 11'-9" BLDG - B DATE: 1/10/18 JOB #: 1344 TITLE: GROUND FLR PLAN 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.3 COPYRIGHT ERIC DENNY ARCHITECTURE3 OF 22 PERMIT DRAWING B A B C D 4 30" x 48" (door) 30" x 48" (door) LIVING/DINING BEDROOM BEDROOM BEDROOM CLOSET CLOSET 30" x 48" (closet) 2 x 8 wall KITCHEN UNIT #2 30" x 48" (closet) (1 bedroom) 3 SD SD 30" x 48" (door) 30" x 48" (door) 30" x 48" (closet) 30" x 48" (closet) CM SD SD 40" min clear (kitchen) LIVING/DINING 60" x 52" (door) 60" x 52" (door) 60" x 52" (door) CLOSET CM SD CLOSET UNIT #3 dryer (1 bedroom) eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 48" x 56" (W.C.) 30" x 48" (door) 30" x 48" (lav) KITCHEN washer 30" x 48" (door) 30" x 48" (laundry) 40" min clear (kitchen) BATH washer 30" x 48" (door) 30" x 48" (laundry) 2 x 8 wall 30" x 60" (bathtub) 30" x 60" (bathtub) dryer KITCHEN dryer 30" x 48" (lav) 48" x 56" (W.C.) h.w. 40" min clear (kitchen) washer CLOSET CLOSET ENTRY UNIT #1 h.w. 30" x 48" (laundry) 30" x 48" (door) (2 bedroom) 30" x 48" (closet) 30" x 48" (closet) ENTRY 30" x 48" (door) SD CM 60" x 54" (door) ENTRY 30" x 48" (door) SD 60" x 52" (door) 30" x 48" (door) LIVING/DINING 48" x 60" (door) BATH 30" x 48" (door) 30" x 48" (door) 60" x 54" (door) CLOSET 30" x 48" (lav) BEDROOM 30" x 48" (closet)CLOSET 30" x 48" (door) 30" x 60" (bathtub) 30" x 48" (closet) 2 x 8 wall48" x 56" (W.C.) 2 UP 60" dia. turning CLOSET 60" x 66" (W.C.) BEDROOM 30" x 48" (closet) 30" x 48" (door) 30" x 60" (bathtub) ENTRY SD h.w. BATH 30" x 48" (closet) 30" x 48" (lav) 30" x 48" (closet) 48" x 60" (door) CLOSET dryer washer 60" x 52" (door) CLOSET 30" x 48" (closet) 30" x 48" (door) CM SD 30" x 48" (door) A 30" x 48" (laundry) A CLOSET B 60" x 52" (door) 30" x 48" (closet) UNIT #4 40" min clear (kitchen) (2 bedroom) KITCHEN BLDG - A TYPE "A" UNIT SD BEDROOM LIVING/DINING NORTH GROUND LEVEL FLOOR PLANS W/ ADA SCALE: 1/4" = 1'-0" 60" min drop countertop 1 NOTE: THIS IS NOT A SEPARATE FLOOR. THIS PAGE IS INTENDED TO ILLUSTRATE 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 BLDG - C A.D.A. COMPLIANCE ONLY. BLDG - B DATE: 1/10/18 JOB #: 1344 TITLE: ADA PLAN 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.4 COPYRIGHT ERIC DENNY ARCHITECTURE4 OF 22 PERMIT DRAWING 1 TYPE ""A" UNIT BATHROOM NOTES (from American National Standard Accessible and Usable Building and Facilities Manual, 2009) 24" 12" 24" MAX. MIN. MAX. 36"min. 12"min. 404.2.2 Clear Width: Doorways shall have a clear opening width of 32 inches minimum. Clear opening width of doorways with 18" MIN. swinging doors shall be measured between the face of door and stop, with the door open 90 degrees. eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 24"min. 12" MIN. 1003.3 Accessible Route -- Location: At least one accessible route shall connect all spaces and elements that are a part of the unit. 12" MIN. TYPE ""B" UNIT BATHROOM NOTES (from American National Standard Accessible and Usable Building and Facilities Manual, 2009) 1003.3.2 Turning Space: All rooms served by an accessible route shall provide a turning space per code. For this project I've provided 9" 9" 9" 17-19" circular turning space 60 inches in diameter. 1004.5.1 Primary Entrance Door: Maneuvering clearances required shall not be required on the unit side of the primary entrance door. 33-36" 33-36" 30-36" 39-41" 33-36" 33-36" 33-34" 3 1003.11.2 Doors: Doors shall not swing into the clear floor space or clearance for any fixture. Exception: Where a clear floor space 30" 1004.5.2 User Passage Doorways -- Clear Width: Doorways shall have a clear opening of 31 4" minimum. clear opening of swinging doors shall be measured between the face of the door and stop, with the door open 90 degrees. BATHROOM EAST NORTH 15" MIN. 18" MIN. x 48" is provided within the room beyond the arc of the door swing. BATHROOM EAST NORTH BATHROOM EAST ELEVATION 17-19" 17-19" SCALE: 1/4" = 1'-0", TYP. BATHROOM EAST ELEVATION SCALE: 1/4" = 1'-0", TYP. 1003.11.3 Overlap: Clear floor spaces, clearances at fixtures and turning spaces are permitted to overlap. 29"min. clr. 1004.11.1 Toilet and Bathing Facilities -- Clear Floor Space: Doors shall not swing into the clear floor space for any fixture -- excluding 1 knee and toe clearances under elements is provided with the room beyond the arc of the door swing. 1003.11.4 Reinforcement: Reinforcement shall be provided for the future installation of grab bars and shower seats at water closets, bathtubs, and shower compartments. 104.11.1.3 Overlap: Clear floor spaces shall be permitted to overlap. 54"min. 54" MIN. 12" 24" 36"min. 1004.11.2 Reinforcement: Reinforcement shall be provided for the future installation of grab bars and shower seats at water closets, 39-41" MAX. MIN. 24" MAX. 1003.11.5 Lavatory: Cabinetry shall be permitted under the lavatory, provided: 39-41" 12"min. 18" MIN. 18" MIN. (a) the cabinetry can be removed without removal or replacement of the lavatory; bathtubs, and shower compartments. 18" MIN. 42" MIN. 12" MIN. 18" MIN. 24"min. (b) the floor finish extends under such cabinetry; and 1004.11.3.1 Lavatory: A clear floor space (as illustrated above) positioned for parallel approach, shall be provided. Cabinetry shall be 42" min. 12" max. permitted under the lavatory provided such cabinetry can be removed without removal or replacement of the lavatory, and the floor finish extends under such cabinetry. 9" 9" (c) the walls behind and surrounding cabinetry are finished. 9" 3"- 6" 1 33-36" 39-41" 33-36"33-34" 33-36" 33-36" 33-36" 30-36" 1003.11.6 Mirrors: Mirrors above lavatories shall have the bottom edge of the reflecting surface 40 inches maximum above the floor. 1004.11.3.1.2 Water Closet: The lateral distance from the centerline of the water closet to a lavatory shall be as illustrated. 16-18" min. 1003.11.7.1 Water Closet: The water closet shall be positioned with a wall to the rear and to one side. The centerline of the water 1004.11.3.1.3.1 Parallel Approach Bathtubs: A clearance 60 inches minimum in length and 30 inches minimum in width shall be BATHROOM SOUTH ELEVATION BATHROOM WEST ELEVATION BATHROOM SOUTH ELEVATION 17-19" BATHROOM WEST ELEVATION closet shall be 16 inches minimum and 18 inches maximum from the sidewall. provided in front of bathtubs with a parallel approach. Lavatories shall be be permitted in the clearance. 29" MIN. CLR. 1003.11.7.2 Clearance: A clearance around the water closet of 60 inches minimum, measured perpendicular from the side wall, and 56 inches minimum, measured perpendicular from the rear wall, shall be provided. TYPE "A" UNIT BATHROOM -- ONE BEDROOM UNIT TYPE "B" UNIT BATHROOMS 1003.11.7.3 Overlap: The required clearance around the water closet shall be permitted to overlap the water closet, associated grab (UNIT #5 IS THE ONE BEDROOM TYPE "A" UNIT) (UNIT #1 ILLUSTRATED -- OTHER UNITS SIMILAR) bars, paper dispensers, coat hooks, shelves, accessible routes, clear floor space required at other fixtures, and the wheelchair turnign space. 1003.11.7.4 Height: The top of the water closet seat shall be 15 inches minimum and 19 inches maximum above the floor, measured to NOTE: For Type "B" units only blocking for future grab bar the top of the seat. installation is required. 607.4.2 Bathtubs without Permanent Seats: For bathtubs without permanent seats, grab bars shall be provided. 607.4.2.1 Back Wall: Tow horizontal grab bars shall be provided on the back wall, one 9" above the rim of the bathtub and the other above that (per the drawing). Each grab bar shall be 24 inches minimum in length, located 24 inches maximum from the head end wall and extend to 12 inches maximum from the control end wall. 607.4.2.2 Control End Wall: A horizontal grab bar 24 inches minimum in length shall be provided on the control end wall beginning 54"min. 12" 24" 24" near the front edge of the bathtub and extend toward the inside corner of the bathtub. A vertical grab bar 18 inches minimum in length MAX. MIN. MAX. shall be provided on the control end wall 3 inches minimum to 6 inches maximum above the horizontal grab bar, and 4 inches 39-41" 18" MIN. maximum inward from the front edge of the bathtub. 18" MIN. 607.4.2.3 Head End Wall: A horizontal grab bar 12 inches minimum in length shall be provided on the head end wall at the front edge 12" max. 42" min. of the bathtub. INTERIORS NOTES: 9" 9" 3" - 6" 1. Confirm cabinet layout meets ADA requirements with Architect prior to ordering. 33-36" 33-36" 1 33-36" 2. Confirm kitchen appliances and fixtures meet ADA requirements prior to ordering. BATHROOM EAST NORTH BATHROOM EAST ELEVATION 17-19" SCALE: 1/4" = 1'-0", TYP. 3. Confirm bathroom layouts and fixtures with Architect prior to ordering. Confirm ADA clearances with Architect prior to ordering 4. Confirm ADA requirements for each room prior to start of framing. 36"min. 18" MIN. 12"min. 18" MIN. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 24"min. 1 1 9" 3"- 6" 17-19" 33-36" 39-41" 33-34" 30-36" NUMBER OF ACCESSIBLE UNITS ON SITE: 16-18" min. Per IBC 1107.6.2.2 Apartment Houses Type A units and Type B units shall be provided in apartment houses. BATHROOM SOUTH ELEVATION 29"min. clr. BATHROOM WEST ELEVATION TYPE A UNITS: In Group R-2 occupancies containing more than 20 dwelling units or sleeping units, at least 2 percent but not less than one of the units shall be a Type A unit. All Group R-2 units on a site shall be considered to determine the total number of units and the required number of Type A units. Type TYPE "A" UNIT BATHROOM -- TWO BEDROOM UNIT A units shall be dispersed among the various classes of units. (UNIT #4 IS THE TWO BEDROOM TYPE "A" UNIT) 48 UNITS X 2% - 0.96 (or one unit). TWO TYPE A UNITS PROVIDED TYPE B UNITS: Where there are four or more dwelling units or sleeping units intended to be occupied as a residence in a single structure, every dwelling unit intended to be occupied as a residence shall be a Type B unit. DATE: 1/10/18 48 TOTAL UNITS - 2 TYPE A UNITS = 46 TYPE B UNITS PROPOSED. JOB #: 1344 TITLE: ADA DETAILS ADA ICC A117.1-2009 CODE REQUIREMENTS: TYPE ""A" UNIT KITCHEN NOTES (from American National Standard Accessible and Usable Building and Facilities Manual, 2009) 1 306.2 Toe Clearance. Space beneath an element between the floor and 9 inches above the floor shall be considered toe clearance and shall comply with Section 306.2 1003.12.1 Minimum Clearance: Clearance between all opposing base cabinets, counter tops, appliances, or walls within kitchen work areas shall be 40 inches minimum. 306.2.2 Maximum depth. Toe clearance shall be permitted to extend 25 inches maximum under an element. 305.3 Clear Floor Space: The clear floor space shall be 48 inches minimum in length and 30 inches minimum in width. 30" MIN. 30" MIN. 306.2.3 Minimum depth. Where toe clearance is required at an element as part of a 1003.12.3 Work Surface: At least one section of counter shall provide a work surface 30 inches minimum in length. Exception: clear floor space , the toe clearance shall extend 17 inches minimum beneath the (a) the cabinetry can be removed without removal or replacement of the work surface; element. (b) the floor finish extends under such cabinetry; and OPEN OPEN (c) the walls behind and surrounding cabinetry are finished. 34" MAX. " MAX. 34" MAX. 306.2.4 Width. Toe clearance shall be 30 inches minimum in width. 2 1 6 1003.12.3.2 Height: The work surface shall be 34 inches maximum above the floor. RANGE TO HAVE FRONT 306.3 Knee Clearance. Space beneath an element between 9 inches and 27 inches FACED CONTROLS ONLY above the floor shall be considered knee clearance. 1003.12.4.1 Clear Floor Space at Sinks: A clear floor space, positioned for a forward approach to the sink, shall be provided. Knee and KITCHEN SOUTH ADA PER CODE toe clearance shall be provided. Exceptions: 306.3.2 Maximum depth. Knee clearance shall be permitted to extend 25 inches (a) the cabinetry can be removed without removal or replacement of the sink; KITCHEN NORTH ELEV. maximum under an element at 9 inches above the floor. (b) the floor finish extends under such cabinetry; and SCALE: 1/4" = 1'-0", TYP. (c) the walls behind and surrounding cabinetry are finished. 306.3.3 Minimum depth. Where knee clearance is required beneath an element as part TYPE "A" UNIT KITCHEN of a clear floor space, the knee clearance shall be 11 inches minimum in depth at 9 1003.12.4.2 Height: The front of the sink shall be 34 inches maximum above the floor, measured to the height of the rim or counter (UNIT #5 ILLUSTRATED -- UNIT #4 SIMILAR) inches above the floor, and 8 inches minimum in depth at 27 inches above the floor. surface. 306.3.5 Width. Knee clearance shall be 30 inches minimum in width. 1003.12.5 Kitchen Storage: A clear floor space, positioned for a parallel or forward approach to the kitchen cabinets, shall be provided. BUILDING -- "A"Permit #: BLD1820-A ADA ICC A117.1-2009 CODE REQUIREMENTS: 1003.12.6.2 Clear Floor Space at Appliances: A clear floor space, positioned for a parallel or forward approach, shall be provided at 404.2.6 Door hardware. handles, pulls, latches, locks and other operable parts on each kitchen appliance. Clear floor space shall be permitted to overlap. accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting of the wrist to operate. Operable 1003.12.6.6 Refrigerator/Freezer: Combination refrigerators and freezers shall have at least 50 percent of the freezer compartment NO. REVISION DATE parts of such hardware shall be 34 inches minimum and 48 inches maximum shelves, including the bottom of the freezer 54 inches maximum above the floor when the shelves are installed at the maximum heights above the floor. pssible in the compartment. A clear floor space, positioned for a parallel approach to the space dedicated to the refrigerator/freezer, EXCEPTION: Locks used only for security purposes and not used for normal 1 6/5/18 shall be provided. The centerline of the clear floor space shall be offset 24 inches maximum from the centerline fo the dedicated space. operation shall not be required to comply with Section 404.2.6. A.5 COPYRIGHT ERIC DENNY ARCHITECTURE5 OF 22 PERMIT DRAWING B C B A 12' 10'-6" D START OF MAX. TRAVEL DISTANCE ROUTE 2' (POINT "A") LINE OF WALL BELOW LINE OF WALL BELOW 4 " 1 2 LIVING/DINING 9 3'-6 START OF MAX. TRAVEL DISTANCE ROUTE " (POINT "A") 6 5' 1 2 6 BEDROOM CLOSET CLOSET BEDROOM 2 x 8 wall BEDROOM UNIT #18 9'-11 KITCHEN (1 bedroom) 5'-4" 3 SD SD SD 8' CM SD fan 1"2 6 8 8 14'-5" 4'-0 7 8 3'-6" 2'-7" LIVING/DINING EXIT ACCESS TRAVEL ROUTE 7 " 2 CLOSET CM SD EXIT ACCESS TRAVEL ROUTE 1 fan 1"2CLOSET 2'-4 UNIT #19 eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net fan (1 bedroom) 10'-6" " dryer 2'-4 1 1 2 3'-8 " 10 2 2'-2" 5'-5 5'-4" LINE OF WALL BELOW 9'-9" washer 5'-7" " KITCHEN 2 11 1 10 3'-1" 8'-4 9 fan 2'-7" BATH washer 2 x 8 wall 1 2' 4' 3'-3 " 8'-10" fan 2 8'-4" dryer KITCHEN 9 dryer 3'-6" 3'-61" 8' 2 h.w. washer CLOSET CLOSET 10 UNIT #17 h.w. 2'-2" fan 9 (2 bedroom) EXIT ACCESS TRAVEL ROUTE8 6 ENTRY MAINTAIN 24" MIN. ENTRY " SD SEPARATION BTWN 1 2 CM 43 FT. TO POINT "B" 6'-8" 3'-8 8 MAINTAIN 36" MIN. 43 FT. TO POINT "B" 1 WASHER BOXES, TYP. SD -- 34 ADDITIONAL FT. SEPARATION BTWN. LIVING/DINING 1 -- 39 ADDITIONAL FT. BOXES TO BE 1 HR. RATED, TYP. TO EXIT DISCHARGE SMOKE DET. & BATH DOOR 12' TO EXIT DISCHARGE ENTRY 9 PER CODE, TYP. < 125 FT. ALLOWED < 125 FT. ALLOWED BATH CLOSET BEDROOM 6 6 1 LINE OF WALL BELOW 5'-7" 1 CLOSET 8'-41 " 2'-41 " 9'-112" 2 2 2 x 8 wall 2 7 UP BATH CLOSET 8'-4" 1 2'-4 " BEDROOM 8'-10" 2 7 ENTRY 1 11 h.w. 9 SD " 8 CLOSET 1 2 6 dryer washer 8 3'-3 fan CLOSET CM 10 SD 1 1 2'-41 " 4' 5'-52" 4'-02" 5' A 2 A UNIT #20 CLOSET B (2 bedroom) 8 6 KITCHEN BLDG - A SD BEDROOM 9'-9" LIVING/DINING fan NORTH STAIR NOTES: SECOND LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0" 1 1) Prior to setting footings for stair towers, determine stair layout. 2) Consult architect on design of stairs prior to layout. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 HVAC NOTES: BLDG - C HRV can be substituted for ERV. Consult Architect regarding any substitution. BLDG - B DATE: 1/10/18 JOB #: 1344 TITLE: SECOND FLR PLAN 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.6 COPYRIGHT ERIC DENNY ARCHITECTURE6 OF 22 PERMIT DRAWING B C B A 12' 10'-6" D START OF MAX. TRAVEL DISTANCE ROUTE 2' (POINT "A") 4 " 1 2 9 3'-6 START OF MAX. TRAVEL LIVING/DINING DISTANCE ROUTE (POINT "A") 6 5' 6 CLOSET CLOSET 2 x 8 wall BEDROOM UNIT #34 KITCHEN BEDROOM BEDROOM (1 bedroom) 5'-4" 3 SD SD SD 8' CM SD fan " 1 2 8 8 6 14'-5" 4'-0 8 3'-6" 2'-7" LIVING/DINING EXIT ACCESS TRAVEL ROUTE 7 7 " 12 CLOSET CM SD EXIT ACCESS TRAVEL ROUTE fan 1"2CLOSET 2'-4 UNIT #35 eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net fan (1 bedroom) 10'-6" " dryer 2'-4 1 1 2 3'-8 " 10 2 2'-2" 5'-5 9'-9" washer 5'-7" " KITCHEN 2 11 1 10 3'-1" BATH 8'-4 9 fan washer 2 x 8 wall 1 2' 4' 3'-3 " 8'-10" fan 2 8'-4" dryer KITCHEN 9 dryer 3'-6" 3'-61" 8' 2 h.w. washer CLOSET CLOSET 10 UNIT #33 h.w. 2'-2" fan 9 (2 bedroom) EXIT ACCESS TRAVEL ROUTE8 6 ENTRY MAINTAIN 24" MIN. ENTRY " SD SEPARATION BTWN 1 2 CM MAINTAIN 36" MIN. 43 FT. TO POINT "B" 6'-8" WASHER BOXES, TYP. 3'-8 8 43 FT. TO POINT "B" 1 SD SEPARATION BTWN. -- 52 ADDITIONAL FT. BOXES TO BE 1 HR. RATED, TYP. LIVING/DINING 1 -- 57 ADDITIONAL FT. SMOKE DET. & BATH DOOR TO EXIT DISCHARGE 12' TO EXIT DISCHARGE ENTRY 9 PER CODE, TYP. < 125 FT. ALLOWED < 125 FT. ALLOWED BATH CLOSET BEDROOM 6 1 5'-7" 8'-41 " 2'-41 " CLOSET 2 2 6 DOWN ATTIC ACCESS 2 2 x 8 wall 22 X 30 INCHES PER CODE -- 1 HR. 7 FIRE RATE, TYP. BATH CLOSET 1 HR. GLAZING 3' X 3' SKYLIGHT 8'-4" 1 8'-10" 2'-4 " BEDROOM 2 7 ENTRY 1 11 h.w. 9 SD " 8 CLOSET 1 2 6 dryer washer 8 3'-3 fan CLOSET CM 10 SD 1 1 1 5'-5 " 4'-0 " A 2'-4 2" 4' 2 2 5' A UNIT #36 CLOSET B (2 bedroom) 8 6 KITCHEN BLDG - A SD BEDROOM 9'-9" STAIR NOTES: LIVING/DINING fan 1) Prior to setting footings for stair towers, determine stair layout. 2) Consult architect on design of stairs prior to layout. NORTH HVAC NOTES: THIRD LEVEL FLOOR PLAN 1 SCALE: 1/4" = 1'-0" HRV can be substituted for ERV. Consult Architect regarding any substitution. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 BLDG - C BLDG - B DATE: 1/10/18 JOB #: 1344 TITLE: THIRD FLR PLAN 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.7 COPYRIGHT ERIC DENNY ARCHITECTURE7 OF 22 PERMIT DRAWING A B C B D 4 RIDGE VALLEY 3 VALLEY HIP eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net RIDGE VALLEY HIP RIDGE VALLEY HIP VALLEY HIP 2 VALLEY CONTINUOUS FIRE PARTITION W/ DRAFTSTOPPING AT ATTIC, TYP. -- SEE FIRE ASSEMBLY DETAIL #1 STAIR AWNING SHEET A.9 BELOW, TYP. LOCATION OF ATTIC ACCESS A HATCH BELOW -- 22 X 30 INCHES A PER CODE -- 1 HR. FIRE RATE, TYP. B RIDGE IBC SECTION 708 BLDG - A 708.3 Fire-resistance rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour. 708.4 Continuity. Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above or to the fire-reistance-rated floor/ceiling or roof/ceiling assembly above, and shall be securely attached thereto. In combustible construction where the fire partitions are not required to be continuous to the sheathing, deck or slab, the space between the ceiling the the sheathing, deck or slab above shall be fireblocked or draftstopped in accordance with Secitons 718.2 and 718.3 at the partition line. Exceptions: 1 5. Attic fireblocking or drafstopping is not required at the partition line in Group R-2 buildings that do not exceed four stories above grade plane, provided the attic space is subdivided by draftstopping into areas not exceeding 3000 square feet or above every two dwelling units, whichever is smaller. NORTH 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 BLDG - C ATTIC FIREBLOCKING/DRAFTSTOPPING PROPOSED AT PARTITION LINE BETWEEN EVERY TWO APARTMENT UNITS, TYP. ROOF PLAN SCALE: 1/4" = 1'-0" PRE-MANUF. ROOF TRUSS NOTES: ROOF FRAMING IS TO BE PRE-MANUFACTURED ROOF TRUSS SYSTEM DESIGNED BY OTHER. SEE PRE-MANUFACTURED ROOF TRUSS DRAWING PACKAGE FOR ROOF TRUSS DESIGN AND HARDWARE CONNECTORS BLDG - B VERIFY THAT THE TRUSSES FOR THE ATTIC DRAFTSTOPS IS DESIGNED TO MEET THE NAILING PATTERN AS STATED BY THE ENGINEER. VERIFY ATTIC ACCESS LOCATIONS ARE PER PLAN AND TO CODE CONFIRM LOCATIONS OF ATTIC DRAFTSTOPS WITH PROJECT STRUCTURAL ENGINEERING DRAWINGS. DATE: 1/10/18 JOB #: 1344 TITLE: ROOF PLAN 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.8 COPYRIGHT ERIC DENNY ARCHITECTURE8 OF 22 PERMIT DRAWING (for Interior Bearing Walls & Partition Walls btwn Apartment Units): GA-1 GA-2 GA-3 WALLS AND INTERIOR PARTITIONS, WOOD FRAMED EXTERIOR WALLS ROOF-CEILING SYSTEMS GA FILE NO. WP 3010 GENERIC 1 HOUR 60 to 64 STC GA FILE NO. WP 8105 GENERIC 1 HOUR GA FILE NO. RC 2604 PROPRIETARY * 1 HOUR FIRE SOUND FIRE FIRE GYPSUM WALLBOARD, RESILIENT CHANNELS, GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS WOOD ROOF TRUSSES, RESILIENT CHANNELS, GLASS FIBER GLASS FIBER INSULATION, WOOD STUDS INSULATION, CEILING DAMPER, GYPSUM WALLBOARD EXTERIOR SIDE: One layer 48" wide 5" Type X gypsum sheathing applied parallel to ARCHITECT'S NOTE: 8 Resilient channels 24" o.c. attached at right angles to ONE SIDE of 2 x 4 (per plan) wood 3 One layer of 5" proprietary Type X gypsum wallboard or gypsum veneer base applied at CONFIRM SLOPE OF ROOF PRIOR FOR FRAMING NOTES 2 x 4 wood studs 24" o.c. with 1-4" galvanized roofing nails 8 studs 16" o.c. with 1" Type S drywall screws. Base layer 5 " Type X gypsum wallboard or right angles to resilient furring channels 16" o.c. (12" when insulation is draped over TO SELECTION OF THIS DETAIL -- 8 STRUCTURAL DWGS 4" o.c. at vertical joints and 7" o.c. at intermediate studs and top and gypsum veneer base applied at right angles to channels with 1" Type S drywall screws 12" GOVERN, TYP. -- SEE bottom plates. Joints of gypsum sheathing may be left untreated. Exterior channels) with 1" Type S drywall screws 12" o.c. Gypsum board end joints attached with CONFIRM ROOF SHEATHING PER o.c. Face layer 5 " Type X gypsum wallboard or bypsum veneer base applied at right screws 8" o.c. to additional pieces of channel 60" long located 3" back on either side of STRUCTURAL PRIOR TO START OF 8 NOTE THIS SHEET BELOW cladding to be attached through sheathing to studs. angles to channels with 3 " daubs of adhesive 12" o.c. vertically and horizontally. end joint. Resilient channels applied at right angles to bottom chord of pitched wood WORK -- 4 Architect's Note: Exterior gypsum sheathing to go over plywood sheathing per structural. trusses 24" o.c. (o.c. per plan) with 1-1" Type S or W screws. Glass fiber insulation (CONSULT ARCHITECT PRIOR TO 4 OPPOSITE SIDE: Base layer 5 " Type X gypsum wallboard or gypsum veneer base applied Increase length of gypsum fasteners by not less than the thickness of the plywood 15 COMMENCING WORK) eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 8 secured to wood structural panels or draped over channels. Trusses supporting " wood 32 parallel to studs with 5d coated nails, 1 5 " long, 0.086" shank, 15 " heads, 32" o.c. sheathing (per Gypsum Assoc. Manual note). 8 64 structural panels applied at right angles to trusses with construction adhesive and 6d ring Second layer 1 " Type X gypsum wallboard or gypsum veneer base applied parallel to 2 G.A. Note: "When not specified as a component of shank nails 12" o.c. Optional ceiling damper (refer to manufacturer for information on the studs with 8d coated nails, 2 3 " long, 0.113" shank, 9 " heads, 12" o.c. Face layer 3 " INTERIOR SIDE: One layer 5" Type X gypsum wallboard, water-resistant gypsum 8 32 8 8 a fire tested wall or partition system, mineral fiber, type of damper). regular gypsum wallboard applied parallel to studs with 3 "daubs of adhesive 12" o.c. backing board, or gypsum veneer base applied parallel or at right angles to 4 glass fiber, or cellulose fiber insulation of a vertically and horizontally. 2" glass fiber insulation, 0.90 pcf, stapled to three layer side in studs with 6d coated nails, 1-7" long, 0.0915" shank, 1" heads, 7" o.c. thickness not exceeding that of the stud depth shall PROPRIETARY GYPSUM BOARD 8 4 stud space. (LOAD BEARING). be permitted to be added within the stud cavity." United States Gypsum Company 5" SHEETROCK Brand FIRECODE C 8 Core Gypsum Panels Joints staggered 16" each layer and side. (LOAD BEARING) (from the Gypsum Association Fire Resistance Design Manual 21st Edition GA-600-15) *Contact the manufacturer for more detailed information on proprietary products. (from the Gypsum Association Fire Resistance Design Manual 21st Edition GA-600-15) (from the Gypsum Association Fire Resistance Design Manual 21st Edition GA-600-15) 1 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ASSEMBLY NOTES: BUILDING ELEMENTS (hours) per IBC Table 601 TYPE "VA" CONSTRUCTION: 1. For framing call-outs in GA Assemblies STRUCTURAL DRAWINGS GOVERN. HOUR SEPARATION HOUR SEPARATION BUILDING ELEMENT: PROPOSED: per CODE: 2. Contractor requests for substitutions for fire rated assemblies must be submitted to the architect in writing for approval. Primary structural frame 1 1 GA-4 GA-5 FLOOR-CEILING SYSTEMS, WOOD FRAMED EXTERIOR FLOOR-CEILING SYSTEMS, WOOD FRAMED (at Stair Landings) Bearing walls -- Exterior 1 1 GA FILE NO. FC 5011 PROPRIETARY* 1 HOUR 60 to 64 STC GA FILE NO. FC 5100 PROPRIETARY* 1 HOUR 55 to 59 STC Bearing walls -- Interior 1 1 FIRE SOUND FIRE SOUND Nonbearing walls and partitions -- WOOD I-JOISTS, WOOD STRUCTURAL PANELS, WOOD JOISTS, WOOD STRUCTURAL PANELS, Interior 0 0 GYPSUM FLOOR TOPPING, RESILIENT CHANNELS, GYPSUM FLOOR TOPPING, GYPSUM WALLBOARD, Floor construction and associated FIRE SEPARATION: GLASS FIBER BATT OR LOOSE FILL INSULATION, RESILIENT CHANNELS, GLASS FIBER INSULATION secondary members 1 1 GYPSUM WALLBOARD PER GYPSUM ASSOC. FIRE RESISTANCE DESIGN MANUAL & IBC 2015: Roof construction and associated Type C exterior soffit board*(substitution) secondary members 1 1 ONE (1) HOUR FIRE SEPARATION TO BE PROVIDED AT EXTERIOR WALLS, PARTITION Base layer 1 One layer 5 " proprietary type X gypsum wallboard applied at right angles to resilient furring WALLS AND FLOOR/CEILING ASSEMBLIES PER 2015 IBC. SEE GYPSUM SYSTEMS 2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles 8 SEE FIRE ASSEMBLY DETAILS -- SHEET A.9 FOR ADDITIONAL INFORMATION to resilient channels 24" o.c. (16" o.c. when insulation is used) with 1" Type S drywall screws 16" channels spaced 24" o.c. with 1" type S drywall screws 8" o.c. Gypsum board end joints located FIRE RESISTANCE DESIGN DETAILS THIS SHEET. o.c. Gypsum board end joints located midway between continuous channels and attached with midway between continuous channels and attached to additional pieces of channel 54" long screws 8" to additional pieces of channel 60" long located 3" back on either side of end joint. located 3" back on either side of end joint. Resilient furring channels applied at right angles to ALL FIRE-RESISTIVE SYSTEMS SHALL BE FIRE BLOCKED IN ACCORDANCE WITH 2015 Resilient channels applied at right angles to minimum 10" deep wood I-joists spaced a maximum nominal 2 x 10 wood joists spaced a maximum of 24" o.c. with proprietary 2" x #8 screw and IBC. of 19" o.c. with 11 " Type X drywall screws. proprietary noise control isolator. Glass fiber batt insulation, 31 " maximum, stapled to subfloor 4 2 with 12" o.c. staple spacing. Wood joists supporting 15 " wood structural panel subfloor ALL PENETRATIONS IN A FIRE RATED SYSTEM SHALL BE FILLED WITH FIRESTOPPING 32 Face layer 1 " proprietary type X gypsum wallboard or gypsum veneer base applied at right angles applied at right angles to joists with construction adhesive and 8d sinker nails 8" o.c.19 " wood MATERIAL AS REQUIRED BY 2015 IBC. 2 32 SOUND CONTROL: to resilient cahnnels 15 " Type S drywall screws 8" o.c. and 11 " Type G screws 8" o.c. at the butt structural panels finished floor. 8 2 joints located mid-span between the resilient channels. Glass fiber insulation secured to PER GYPSUM ASSOC. FIRE RESISTANCE DEISGN MANUAL: FIRE-RESISTIVE SYSTEMS SHALL FUNCTION TO RESIST THE PASSAGE OF SMOKE PER subfloor or loose fill insulation applied directly over gypsum board. Wood I-joists supporting 2015 IBC. 19/32" wood structural panel subfloor applied at right angels to joists with construction adhesive PROPRIETARY GYPSUM COMPONENTS ALL OPENINGS THROUGH THE SYSTEM, AND ITS ENTIRE PREIMETER, SHALL BE 1 and 6d ring shank nails 12" o.c. Minimum 2" proprietary gypsum floor topping applied over SEALED AIRTIGHT. SUBSTITUTING MECHANICAL FASTERNERS FOR ADHESIVES, OR MANY APPROVED RECESSED LIGHTING FIXTURES REQUIRE SPECIAL PROTECTION. subfloor. PABCO Gypsum....................................................5 " FLAME CURB Super 'C' Type C THE USE OF MORE FASTENERS, MAY AFFECT THE RATING. CONSULT THE FIRE TEST REPORT OF LISTING FOR THE SPECIFIC SYSTEM FOR 8 PROTECTION DETAILS AND THE OPENING AREA LIMITATION. STC rated with I-joists spaced 24" o.c., 31 " glass fiber insulation in joists spaces, 3 2 4" proprietary RECESSED WALL FIXTURES, SUCH AS MEDICINE CABINETS OR ELECTRICAL, 1 PER GYPSUM ASSOC. FIRE RESISTANCE DEISGN MANUAL: gypsum floor topping poured over 4" proprietary sound reduction mat, and with finish flooring of ARCHITECT'S NOTE: TELEPHONE, TELEVISION , AND INTERCOM OUTLETS, THAT PENETRATE THE GYPSUM sheet vinyl, engineered wood laminate, and ceramic tile. (STC 64 when sheet vinyl or Per discussion with PABCO Gypsum, the designer of this system the following are permissible BOARD SHALL NOT BE LOCATED BACK-TO-BACK OR IN THE SAME STUD CAVITY. MINERAL FIBER OR GLASS FIBER SHALL NOT BE ARBITRARILY ADDED TO engineered wood laminate is applied to floor; STC 66 when tested with tested with ceramic tile and are proposed for this project: ANY OPENING FOR FIXTURES OR PIPES SHALL BE CUT TO THE PROPER SIZE AND FLOOR-CEILING SYSTEMS TO INCREASE EITHER STCs OR R-VALUES. THIS PRACTICE applied to floor). 1) 5 " Type C Exterior Soffit Board proposed as a substitution for Type X gypsum board. FIRESTOPPED PER CODE HAS BEEN SHOWN TO REDUCE THE FIRE-RESISTANCE RATING. THE ADDITION OF UP 8 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 PROPRIETARY GYPSUM COMPONENTS 2) Ceiling/floor system to include a vapor barrier between concrete floor and wood structural TO 16-3" OF 0.5 PCF GLASS FIBER INSULATION (R-40), EITHER BATT OR LOOSE-FILL, THE ENTIRE PERIMETER OF A SOUND INSULATING SYSTEM SHALL BE MADE 4 panels. TO ANY 1- OR 2- HOUR FIRE RESISTANCE RATED FLOOR-CEILING OR ROOF-CEILING United States Gypsum Company -- 1 " SHEETROCK Brand FIRECODE C AIRTIGHT TO PREVENT SOUND FLANKING. 2 3) Glass fiber insulation is a part of the proposed system and is to be included in the proposed SYSTEM HAVING A CAVITY DEEP ENOUGH TO ACCEPT THE INSULATION IS PERMITTED Core Gypsum Panels ceiling/floor system construction. PROVIDED THAT ONE ADDITIONAL LAYER OF EITHER 1" OR 5" TYPE X GYPSUM BOARD -- LEVELROCK Brand Floor Underlayment FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN 2 8 IS APPLIED TO THE CEILING. THE ADDITIONAL LAYER OF GYPSUM BOARD SHALL BE THE STC RATED SYSTEM AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE SYSTEM AND SIMILAR SURFACES WHERE PERIMETER RELIEF IS REQUIRED. APPLIED AS DESCRIBED FOR THE FACE LAYER OF THE TESTED SYSTEM EXCEPT (from the Gypsum Association Fire Resistance Design Manual 21st Edition (from the Gypsum Association Fire Resistance Design Manual 21st Edition THAT THE FASTENER LENGTH SHALL BE INCREASED BY NOT LESS THAN THE GA-600-15) GA-600-15) THICKNESS OF THE ADDITIONAL LAYER OF GYPSUM BOARD. TAPING GYPSUM BOARD WALL AND WALL-CEILING INTERSECTIONS PROVIDES AN ADEQUATE AIR SEAL AT THESE LOCATION. METALLIC OUTLET BOXES SHALL BE PERMITTED TO BE INSTALLED IN WOOD AND STEEL STUD WALLS OR PARTITIONS PER CODE. SEAL ALL OPENINGS IN FIRE WALLS FOR FIRE AND SOUND. WHEN GYPSUM BOARD IS APPLIED OVER STRUCTURAL PANELS THE LENGTH OF THE FASTENERS SPECIFIED FOR THE ATTACHMENT OF THE GYPSUM BOARD SHALL BE INCREASED BY NOT LESS THAN THE THICKNESS OF THE WOOD STRUCTURAL PANELS. DATE: 1/10/18 JOB #: 1344 TITLE: BLDG ASSEMBLIES SMOKE & CO DETECTORS: GENERAL FIRE NOTES: EMERGENCY ESCAPE AND RESCUE IBC SECTION 1008 IBC SECTION 1013 NOTE: IBC SECTION 1030 EMERGENCY ESCAPE AND RESCUE MEANS OF EGRESS ILLUMINATION EXIT SIGNS INSTALL SMOKE DETECTORS PER CODE. SMOKE 1. Hydrants shall be in service prior to start of work. 1030.1.1 Where required. Basements and sleeping rooms below the fourth story above DETECTORS TO BE HARDWIRED PER CODE. grade plane shall have at least one exterior emergency escape and rescue opening in Per IBC 1008.2 Illumination required: The means of egress serving a 1011.1 Where required. Exits and exit access doors shall be marked 2. Fire extinguishers: Verify requirements and locations for fire extinguishers during accordance with this section. Such openings shall open directly into a public way or to room or space shall be illuminated at all times that the room or space by an approved exit sign readily visible from any direction of egress = SMOKE DETECTOR.SD construction with fire marshal. Contractor is to supply fire extinguishers as required by a yard or court that opens to a public way. is occupied. travel. The path of egress travel to exits and within exits shall be code and/or indicated on drawings. marked by a readily visible exit signs to clearly indicate the direction of INSTALL CARBON MONOXIDE DETECTORS PER CODE. 1030.2 Minimum size. Emergency excape and resuce openings shall have a minimum Exceptions: egress travel in cases where the exit or the path of egress travel is not 3. Portable fire extinguishers shall be provided throughout construction area with a net clear opening of 5.7 square feet. 3. Dwelling units and sleeping units in Groups R-1, R-2 and R-3. immediately visible to the occupants. Intervening means of egress = CARBON MONOXIDE DETECTOR.CM maximum travel distance that meets jurisdictional requirements and standards specified Exception: The minimum net clear opening for grade-floor emergency escape and doors within exits shall be marked by exit signs. Exit sign placement for new extinguishers. rescue openings shall be 5 square feet. Per IBC 1008.3 and 1008.3.1 Emergency power for illumination: The shall be such that no point in an exit access corridor or exit power supply for means of egress illumination shall normally be SMOKE ALARMS: 4. Flammable liquids at job site shall not be stored in the building and shall be stored, passageway is more than 100 feet or the listed viewing distance for the 1030.2.1 Minimum dimensions. The minimum net clear opening height dimension provided by the premises' electrical supply. In the event of a power sign, whichever is less, from the nearest visible exit sign. Exit signs or dispensed and used in accordance with requirements of local fire official and IBC. shall be 24 inches. The minimum net clear opening width dimension shall be 20 supply failure in rooms and spaces that require two or more means of CHAPTER 9 FIRE PROTECTION SYSTEMS: exit placards shall be located at any other location determined by the inches. The net clear opening dimensions shall be the result of normal operation of the egress, an emergency electrical system shall automatically illuminate building official to be necessary to clearly indicate the direction of 5. All penetrations of fire resistive floors and walls shall be protected by materials and opening. necessary areas per code. CONSULT BUILDING OFFICIAL FOR 907.2.11.2 Groups R-2.... egress. installation of details that conform to underwriters laboratories' listings and IBC for PROPER EMERGENCY LIGHTING REQUIREMENTS. Single or multiple station smoke alarms shall be installed and maintained in Groups R-2... through penetration fire stop system. 1030.4 Maximum height from the floor. Emergency escape and rescue openings shall regardless of occupant load at all of the following locations: BUILDING EXIT SIGNAGE PROPOSED: 1. On the ceiling or wall outside of each separate sleeping area in the immediate have the bottom of the clear opening not greater than 44 inches measured from the floor. -- Illumination locations. Illumination shall be provided at every point Contractor to consult building official to determine exact location of 6. Openings for electrical devices in fire resistive wall construction shall conform to in the means of egress. Luminaries shall be installed whenever exit vicinity of bedrooms. exit signs, typ. requirements of IBC. 1030.4 Operational constraints. Emergency escape and rescue openings shall be signs are required as specified per IBC. 2 In each room used for sleeping purposes operational from the inside of the room without the use of keys or tools. Bars, grilles, 7. Provide fire blocking, draftstops and firestops per the IBC. grates or similar devices are permitted to be place over emergency escape and rescue -- Location and fixture placement. Means of egress illumination shall 907.2.11.4 Installation near bathrooms. openings provide the minimum net clear opening size complies with Section 1030.2 and be located in stairways, corridors, halls, passenger elevator cars, Smoke alarms shall be installed not less than 3 feet horizontally from the door or opening of a bathroom 8. Building smoke detector system to be installed per code. such devices shall be releasable or removable from the inside without the use of a key, lobbies, rooms, and other areas required to provide safe egress from that contains a bathtub or shower unless this would prevent palcement of a smoke alarm required by code. tool, or force greater than that which is required for normal operation of the emergency the premises and immediately outside of the building exit when 9072.11.6 Power source. 9. Building carbon monoxide detector system to be installed per code. escape and rescue opening. Where such bars, grilles, grates or similar devices are required by the building official. Fixtures shall be installed per the IBC. BUILDING -- "A"Permit #: BLD1820-A installed in existing buildings, smoke alarms shall be installed in accordance with In new construction, required smoke alarms shall receive their primary power from the building wiring 10. Building to meet all egress requirements as dictated by code. Section 907.2.11 regardless of the valuation of the alteration. BUILDING EGRESS ILLUMINATION PROPOSED: where such wiring is served from a commercial source and shall be equipped with a battery backup. Contractor to consult building official to determine exact location and 11. Building to meet all of 2015 IBC fire resistive construction. Contact Architect with Window and glass door guards are required on operable windows when the exterior sill type of fixtures necessary for building egress illumination. NO. REVISION DATE CARBON MONOXIDE DETECTORS: related questions. height exceeds 72 inches above grade and the interior sill height is less than 24 inches above finished floor. 1 6/5/18 CHAPTER 9 FIRE PROTECTION SYSTEMS (& Washington Amended 915.1): 915.2.1 Dwelling units. Carbon monoxide detection shall be installed in dwelling units outside of each separate sleeping area in the immediate vicinity of the bedrooms. Where a fuel burning appliance is located within a bedroom or its attached bathroom, carbon monoxide detection shall be installed within the bedroom. 915.2.2 Sleeping units. Carbon monoxide detection shall be installed in sleeping units. A.9-1 Exception: Carbon monoxide detection shall be allowed to be installed outside of each separate sleeping COPYRIGHT ERIC DENNY ARCHITECTURE9 OF 22 area in the immediate vicinity of the sleeping unit where the sleeping unit or its attached bathroom does not contain a fuel burning appliance and is not served by a forced air furnace. PERMIT DRAWING PENETRATIONS: FIRESTOP CODE REQUIREMENTS: FIRE SPINKLER SYSTEM NOTES: WALL (ACTUAL SINK ISLAND 718.2 Fireblocking. LOCATION VARIES NOTE: REFER TO AUTOMATIC SPRINKLER SYSTEM DESIGN DRAWINGS BY OTHER. WHERE DISCREPANCIES (PER PLAN) I) All penetrations through fire rated assemblies to be installed and firestopped per Chapter 7 of the 2015 In combustible construction, fireblocking shall be installed to cut off concealed draft openings (both vertical PER FLOOR PLAN) ARE FOUND TO EXIST BETWEEN ARCHITECTURAL DRAWINGS AND AUTOMATIC SPRINKLER DESIGN DRAWINGS, IBC. and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic CONSULT ARCHITECT. VENT space. Fireblocking shall be installed in the locations specified in Sections 718.2.2 through 718.2.7 of the II) Penetrants, or penetrating items, such as pipes, electrical conduits and boxes, ducting, washing machine code. Water supplies for the fire sprinkler systems shall meet requirements of IFC 507 and 903.3.5. See project Civil boxes, electrical cables and cable trays, or steel beams and columns that pass through fire rated building Engineering drawings and Sprinkler System Design drawings (by Other) for water supply information. See fire assemblies such as floors and walls shall be listed for such use and installed and firestopped per code. -- Protection of joints and penetrations in fire-resistance-rated assemblies shall not be concealed from view sprinkler design drawings for proposed Fire Department connection location, specifications and details. FIXTURE OUTLET until inspected and approved. PIPE & TRAP VENT III) The Architect recommends that a specialty sub-contractor trained and certified in passive fire protection 903.3.1.2 NFPA 13R Sprinkler Systems. systems (PFP) be employed to oversee the installation of building fire assemblies including the installation Automatic sprinkler systems in Group R occupancies up to and including four stories in height... shall be and firestopping of all fire assembly penetrations. DRAFTSTOP CODE REQUIREMENTS: permitted to be installed throughout in accordance with NFPA 13R. IBC 718.4.2 Group R-2. 903.3.1.2.1 Balconies and decks. IBC SECTION 714 PENETRATIONS Draftstopping shall be provided in attics, overhangs or other concealed roof spaces of Group R-2 buildings FOOT VENT Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units with three or more dwelling units... and sleeping units where the building is of Type V construction, provided there is a roof or deck above. eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net Exceptions: ONE HOUR HORIZONTAL Code relevance: Sprinklers to be installed in stair landings on all floors. A) FIRE RESISTANCE RATED WALLS: FIRE RESISTANCE ASSEMBLY 2. Draftstopping is not required in buildings equipped throughout with an automatice sprinkler system in accordance with Section 903.3.1.1. 1) Through penetrations: 3. In occupancies in Group R-2 that do not exceed four stories..., the attic space shall be subdivided -- Penetrations shall be installed as tested in an approved fire-resistance-rated assembly FIRE SYSTEMS REQUIREMENTS: by draftstops into areas not exceeding 3,000 square feet or above every two dwelling unit, -- Through penetrations shall be protected by an approved penetration firestop system whichever is smaller. (Project note: attic draftstopping proposed over every TWO units). 1. Automatic fire sprinklers shall be installed in each building designed per NFPA 13R. (2015 International installed as tested... and shall have an F rating of not less than the required A 4. Drafstopping is not required in buildings equipped throughout with an automatic sprinkler ALL PENETRATIONS TO 1-HR. Fire Code (IFC) Washington state Amended 093.2.8 and IFC 903.3.1.2). fire-resistance-rating of the wall penetrated. DRAIN system... provided that automatic sprinklers are installed in the combustible concealed (i.e. attic) ASSEMBLIES TO BE FIRESTOPPED A9-2 space where the draftsopping is being omitted. (Project note: DRAFTSTOPPING IS PROPOSED IN PER CODE, TYP. 2. Water Supplies for the fire sprinkler systems shall meet the requirements of IFC 507 and 903.3.5. Exceptions: THE ATTIC OVER EVERY TWO UNITS. THEREFORE NO ATTIC SPRINKLER SYSTEM IS Where the penetrating items are steel, ferrous or copper pipes, tubes or conduits, the annular space DRAIN between the penetrating item and the fire-resistance-rated wall is permitted to be protected...as REQUIRED). 3. Fire System Sub-contractor to provide Fire Department connection for each building sprinkler system TYPICAL LOOP VENT FOR ISLAND SINK (& D.W.) meeting the requirements of IFC 903.3.7 and 912. follows: -- The material used to fill the annular space shall prevent the passage of flame and hot SCALE: 3/4" = 1'-0" gasses... at the location of the penetration for the time period equivalent to the SHAFT ENCLOSURES (NONE REQUIRED OR PROPOSED): 4. Fire System Sub-contractor to provide fire alarm system and smoke alarm system per IFC 907.2.9. fire-resistance rating of the construction penetrated. All ducting to travel horizontally. None are proposed to travel vertically between floors. Therefore NO shafts 5. General Contractor to install smoke alarms in each apartment unit as required by IFC 907.2.11. are required. 2) Membrane penetrations: -- Where walls or partitions are required to have a fire-resistance rating, recessed fixtures 6. The fire system installation is to provide audible and visible notification as required by IFC 904. shall be installed such that the required fire resistance will not be reduced. 7. General Contractor is to install carbon monoxide detection and alarms in each apartment unit as required -- Membrane penetrations by electrical boxes and other penetrating boxes to be installed by Washington Amended 915.1. per code. The annular space between the wall membrane and the penetrating box shall REQUIREMENTS FOR RECESSED BOXES IN RATED ASSEMBLIES: be protected by an approved membrane penetration firestop system installed as tested and shall have an F and T rating of not less than the required fire-resistance rating of the IBC Requirements for Metallic and Nonmetalic Electrical Boxes in Walls: FIRE ALARM REQUIREMENTS: wall penetrated. -- Metallic boxes to be installed per limits in IBC. VENT -- Nonmetallic boxes to be installed as tested and listed. Per IBC 420.6 Fire alarm systems and smoke alarms. -- The annular space created by the penetration of an automatic sprinkler shall be covered -- Metallic and Non-metallic electrical boxes installed on opposite sides of a rated wall assembly need to be Fire alarm systems and smoke alarms shall be provided in Group... R-2 occupancies in accordance with by a metal escutcheon plate. either separated as specified in their listing or protected by a listed heat barrier approved for their ONE HOUR HORIZONTAL Sections 907.2.9. Single or multiple station smoke alarms shall be provided in Group... R-2 in accordance use. FIRE RESISTANCE ASSEMBLY with Section 907.2.11. -- Noncombustible penetrating items shall not connect to combustible items beyond the IBC Requirements for Metallic and Nonmetalic Electrical Boxes in Ceilings: point of firestopping unless it can be demonstrated that the fire-resistance integrity of the -- Metallic and Non-metallic boxes to be installed per IBC. wall is maintained.(SEE NOTE THIS SHEET *). -- Non-metallic boxes to be installed as tested and listed. PER IBC 714.4.1.2 Through penetration fire-stop system exception #1: Floor penetrations contained within the cavity B) FIRE RESISTANCE RATED HORIZONTAL ASSEMBLIES: IBC Requirements for Non-Electrical Boxes in Walls: of a wall above or below the floor do not require a "T" rating. Penetrations of fire-resistance-rated floor, floor/ceiling assemby or ceiling membrane of a -- Non-electrical boxes are to be protected with a tested (listed) penetration firestop system, and roof/ceiling assembly shall be protected per IBC 2015 code. -- have an F and T rating equal to the required fire-resistance rating of the wall penetrated, and -- are to be installed in accordance with their listing. -- Metallic and Non-metallic utility (i.e. non-electrical) boxes installed on opposite sides of a rated wall DRAIN 1) Through penetrations: -- Through penetrations of horizontal assemblies shall comply with the code. Through penetrations assembly need to be either separated as specified in their listing or protected by a listed heat shall be installed as tested in the approved fire-resistance-rated assembly. barrier approved for their use. -- Through penetrations shall be protected by an approved through-penetration firestop system installed and tested... per code. The system shall have an F rating/T rating of not less than 1 hour but not less than the required rating of the floor penetrated. REQUIREMENTS FOR JOINTS IN RATED ASSEMBLIES: TYPICAL FIRESTOP SYSTEM -- WALL PLATES 2) Membrane penetrations: A Fire Resistive Joint Systems -- IBC 715.1: -- Penetrations of membranes that are part of a horizontal assembly shall comply with the code. SCALE: 3/4" = 1'-0" Joints installed in or between fire-resistance rated walls, floor or floor/ceiling assemblies and roofs or Where floor/ceiling assemblies are required to have a fire-resistance rating, recessed fixtures roof/ceiling assemblies shall be protected by an approved fire-resistant joint system designed to resist the HORIZONTAL MEMBRANE PENETRANT shall be installed such that the required fire resistance will not be reduced. passage of fire for a time period not less than the required fire-resistance rating of the wall, floor or roof in or (PLUMBING OR ELECTRICAL CONDUIT OR FOAM, FIBER OR MINERAL WOOL between which the system is installed. LISTED BOX. SEE ADDITIONAL -- Noncombustible penetrating items shall not connect to combustible materials beyond the point of FIRE STOP. INSTALL PER CODE NOTES THIS SHEET. firestopping unless it can be demonstrated that the fire-resistance integrity of the horizontal REQUIREMENTS. SEE ADDITIONAL Exceptions: Fire-resistant joint systems shall not be required for joints in all of the following assembly is maintained.(SEE NOTE THIS SHEET *). NOTES THIS SHEET locations: 7. Walls that are permitted to have unprotected openings. FOR ADDITIONAL NOTES AND DETAIL REFER TO SECTION 714 OF THE 2015 IBC. EXTERIOR OPENINGS FOR THE PROJECT ARE PROPOSED AS UNPROTECTED 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 C) REQUIREMENTS FOR DUCTS IN FIRE RATED ASSEMBLIES: DUCTS IN FIRE PARTITIONS (1 HOUR FIRE RATED WALLS): MAINTENANCE REQUIREMENTS: Fire/smoke dampers are NOT required in partition walls as long as they are constructed per the IBC exception Maintenance -- IBC 703.1 below: PENETRANT (PLUMBING OR ELECTRICAL The required fire-resistance rating of fire-resistance-rated construction (including walls, firestops, partitions, CONDUIT OR LISTED BOX. SEE ADDITIONAL floors, joints, etc.) shall be maintained. Per IBC 717.5.4 Exception #4: NOTES THIS SHEET. -- 2009: Such elements shall be visually inspected by the owner annually and properly repaired, restored or In occupancies other than Group H, fire dampers are not required where any of the following apply: replaced when damaged, altered, breached or penetrated. Such walls are penetrated by ducted HVAC, have a required fire-resistance rating of 1 hour or less, -- 2015: Records of inspections and repairs shall be maintained. and are in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. For the purposes of this exception, a ducted HVAC system shall be a duct system for conveying supply, return or exhaust air as part of the structure's HVAC system. Such a duct system shall be constructed of sheet steel not less than No. 26 gage thickness and shall be continuous from the air-handling appliance or equipment to the air outlet and inlet terminals. FIRE PARTITION WALL PER THE EXCEPTION NO FIRE/SMOKE DAMPERS ARE PROPOSED IN FIRE PARTITION WALLS. FOAM, FIBER OR MINERAL WOOL SEE GA-1 ON SHEET A.9-1 FIRE STOP. INSTALL PER CODE REQUIREMENTS. SEE ADDITIONAL NOTE: NO THROUGH-PENETRATIONS OF NOTES THIS SHEET FOAM, FIBER OR MINERAL WOOL FIRE RATED HORIZONTAL ASSEMBLY DUCTS IN HORIZONTAL ASSEMBLIES (1 HOUR RATED FLOOR/CEILING & ROOF/CEILING): FIRE RATED HORIZONTAL ASSEMBLIES FIRE STOP. INSTALL PER CODE PROPOSED. MEMBRANE PENETRATIONS (FLOOR/CEILING & ROOF/CEILING BTWN. Fire and smoke dampers are required in ducts penetrating horizontal assemblies as follows: REQUIREMENTS. SEE ADDITIONAL ONLY. UNITS). NOTES THIS SHEET SEE GA-4 ON SHEET A.9-1 THROUGH PENETRATIONS @ FLOOR/CEILING & ROOF/CEILING: DATE: 1/10/18 NO THROUGH PENETRATIONS (BTWN. FLOORS) PROPOSED FOR THIS PROJECT. JOB #: 1344 TITLE: BLDG ASSEMBLIES MEMBRANE PENETRATIONS @ FLOOR/CEILING & ROOF/CEILING: Per IBC 717.6.2 Ducts and air transfer openings construction of approved materials in TYPICAL FIRESTOP SYSTEM -- WALL PENETRATION TYPICAL FIRESTOP SYSTEM -- HORIZONTAL ASSEMBLY PENETRATION accordance with the International Mechanical Code that penetrate the ceiling membrane of a fire-reistance-rated floor/ceiling or roof/ceiling assembly shall be protected with one of the SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" following: 1. A shaft enclosure in accordance with Section 713. 2. A listed ceiling radiation damper installed at the ceiling line where a duct penetrates the ceiling of a fire-resistance-rated floor/ceiling or roof/ceiling assembly. 3. A listed ceiling radiation damper installed at the ceiling line where a diffuser with no duct attached penetrates the ceiling of the fire-resistanc-rated floor/ceiling or roof/ceiling assembly. THERMAL EXPANSION OPTION #2 ABOVE PROPOSED. CONTRACTOR TO CONSULT ARCHITECT IF TANK SUBSTITUTION IS DESIRED. H.W. TANK PER PLAN PROVIDE NECESSARY BLOCKING EA. STRAP LOCATION AT WALL PER PLAN, TYP. TEMP. PRESSURE RELIEF VALVE (TPR) -- DRAIN * NOTE ON USE OF DISSIMILAR MATERIALS (from International Firestop Council -- FAQ website): TO APPROVED LOCATION "The use of dissimilar materials, particularly piping materials, has become a very common practice. IBC 714.3.3 and 714.4.3 are intended to address this condition by effectively expressing the intent of the Code, which is to ensure that the fire-resistance integrity of rated walls and horizontal assemblies is maintained when they are SEISMIC STRAP penetrated. The primary concern with noncombustible penetrating items connecting to combustible materials beyond the point BUILDING -- "A"Permit #: BLD1820-A of firestopping is the risk of the penetrant itself becoming a source of the breach in protection. Consequently, things SEISMIC STRAP like the method of coupling pipes together becomes critically important, as potentially, does the distance above the H.W. TANK PER floor or away from a wall. The test method specified by the IBC to evaluate firestop systems, UL 1479 and ASTM 1 PLAN E814, evaluate the penetrating item up to a length of 3 feet beyond the fire-resistance rated wall or horizontal NEW SHEET NO. REVISION DATE assembly. BLOCKING The 2015 edition of NFPA 101 also addresses this condition. It states: CONTAINMENT PAN 1 6/5/18 8.3.5.5 Transitions. & DRAIN -- DRAIN 8.3.5.5.1. Where piping penetrates a fire resistance-rated wall or floor assembly, combustible piping shall TO APPROVED LOCATION not connect to non-combustible piping within 36 inches of the firestop system or device without ALL PENETRATIONS INTO FIRE-RESISTIVE RATED demonstration that the transition will not reduce the fire resistance rating..." FLOOR/CEILING & WALL ASSEMBLIES PER CODE. SEE SHEET A.9 FOR CODE RELATED DETAIL. PROPOSED FOR THIS PROJECT: Transitions between dissimilar materials (such as non-combustible and combustible piping) shall occur beyond 36 inches from the point of penetration. A.9-2 TYPICAL H.W. HEATER SEISMIC BRACING & CONTAINMENT PAN COPYRIGHT ERIC DENNY ARCHITECTURE10 OF 22 SCALE: 3/4" = 1'-0" PERMIT DRAWING BUILDING "A" HIGHEST RIDGE ENTRY STRUCTURE 34" - 38" 11" 2 BUILDING A.21 42" BEYOND, TYP. STAIRWAYS: LANDING eric dennyARCHITECTURE 3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net STAIR RISE / RUN TO ATTIC (VENTED) MEET 2015 IBC PROVIDE STAIR LIGHTING PER 2015 IBC CODE RAILING SYSTEM TOP ATTIC FRAMING BEYOND, TYP. T.O.P. 3rd LEVEL 4 3 A.21 A.21 INSULATION VALUES & NOTE PER SHEET THIRD LEVEL A.23, TYP. 8' HANDRAIL PER CODE, TYP. 11" GA-4 A.9-1 TOP SUBFLR. 41'-10" 1'-4" VERIFY T.O.P. 2nd LEVEL GUARDRAIL LANDING SECOND LEVEL 8' 4" MAX. 4" MAX. 6'-8" MIN. HEADROOM TOP SUBFLR. 1'-4" VERIFY STEEL STAIR T.O.P. GROUND LEVEL STRINGERS PER 11" PLAN, TYP. VENTED SOFFIT 42" 34" - 38" BEYOND GROUND LEVEL NO STORAGE BELOW 8' STAIRS ALLOWED PER 4" MAX. FIRE MARSHAL, TYP. 7 A.21 8 A.21 TOP OF CONC. SLAB GROUND LEVEL FINISHED GRADE 1' TYPICAL STAIR DETAIL (CONFIRM SPECIFICS W/ ACTUAL DESIGN) SCALE: 3/4" = 1'-0" IBC SECTION 1003 GENERAL MEANS OF EGRESS 1003.3.1 Headroom. SECTION A-A Protruding objects are permitted to extend below the minimum ceiling height... where a minimum headroom of 80 inches (6'-8") is provided over any walking SCALE: 1/4" = 1'-0" surface, including walks, corridors, aisles and passageways. 1003.3.3 Horizontal projections. Objects with leading edges more than 27 inches and not more than 80 inches above the floor shall not project horizontally more than 4 inches into the circulation path. Exception: Handrails are permitted to proturde 41 2" inches from the wall. LIGHT FIXT., 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 TYP, IBC Section 1011.2 Stairway width and capacity. HIGHEST RIDGE Exception #1 applies -- Stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches. IBC Section 1011.7.3. Note that per this section enclosures under stairs are required to have 1 hour fire protection. The stairs are proposed to be OPEN (unenclosed). SEE SHEET A.3 FOR NOTE INDICATING THAT NO STORAGE/ENCLOSURE IS PERMISSIBLE BENEATH STAIRS. 1'-0" IBC Section 1014 Handrails BUILDING "LIGHT-BOX" 31 SLOPE, TYP. 2" Handrail height, measured above stair tread nosings shall be uniform, not less than 34 inches BEYOND, TYP. STRUCTURE U.N.O. PROVIDE VALLEY and not more than 38 inches. FLASHING 1 HR. GLAZING ATTIC ACCESS Handrail extensions. Handrails shall return to a wall, guard or the walking surface or shall be continuous 3' X 3' SKYLIGHT ATTIC (VENTED) "LIGHT-BOX" to the handrail of an adjacent flight of stairs. Where handrails are not continuous between flights, the handrails shall extend horizontally not less than 12 inches beyond the top riser and continue to slope for the depth of STRUCTURE one tread beyond the bottom riser. The extensions of handrails shall be in the same direction of the flights of ATTIC ACCESS stairs at stairways. TOP ATTIC FRAMING 1 HR. ATTIC HATCH T.O.P. 3rd LEVEL Clearance. Clear space between a handrail and a wall or other surface shall be not less than 1-1/2" inches. 22" X 30" MIN. R.O. PER CODE IBC Section 1015 GUARDS 1'-0" 1015.2 Guards shall be located along open sided walking surfaces, including mezzanines, stairs, ramps and landings that SLOPE 4" are located more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to THIRD LEVEL 8' DATE: 1/10/18 the edge of the open side. JOB #: 1344 GA-5 GA-4 1015.3 Height. Required guards shall be not less than 42 inches high, measured vertically as follows: A.9-1 A.9-1 1. From the adjacent walking surfaces. 2. On stairways from the line connecting the leading edges of the tread nosings. TITLE: BLDG SECTIONS TOP SUBFLR. 41'-10" 1'-4" VERIFY 1015.4 Opening limitations. Required guards shall not have openings that allow passage of a sphere 4 inches in diameter from the GLULAM POST T.O.P. 2nd LEVEL walking surface to the required guard height. STRUCTURE BEYOND Exceptions: GA-5 1. From a height of 36 inches to 42 inches, guards shall not have openings that allow passage of a sphere 43 " in diameter. A.9-1 1 HR. FIRE RATING 8 2. The triangular openings at the open sides of a stair, formed by the riser and bottom rail shall not allow passage of a sphere 6 AT ALL ENTRY SECOND LEVEL inches in diameter. AREAS, TYP. 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL STEEL GUARDRAIL VENTED SOFFIT BEYOND GROUND LEVEL 8' STEEL HANDRAIL PER PLAN & CODE 6 A.21 6 A.21 TOP OF CONC. SLAB GROUND LEVEL FINISHED GRADE 1' 112" BUILDING -- "A"Permit #: BLD1820-A min. 1 R-10 RIGID POLYISO INSLULATION 11 " - 11 " 4 2 TO BE PLACED BENEATH ENTIRE S.O.G. NO. REVISION DATE SECTION B-B PER WA. STATE ENERGY CODE (SEE SHEET A.23 & A.28) STEEL RAIL 1 6/5/18 POST RIGID PANEL HANDRAIL FRAMING DETAIL, TYP. SCALE: 3" = 1'-0" A.10 NOTE: TOP OF HANDRAIL TO BE 34 - 38" ABOVE TREAD NOSING, TYP. PER CODE. COPYRIGHT ERIC DENNY ARCHITECTURE11 OF 22 TYPICAL STAIR RAILING DETAIL (CONFIRM W/ ACTUAL DESIGN) PERMIT DRAWING SCALE: 3" = 1'-0" HIGHEST RIDGE BUILDING "A" CONT. RIDGE VENT, TYP. GABLE END VENT, TYP. E 5 A.21 eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net TOP ATTIC FRAMING T.O.P. 3rd LEVEL BIRD BLOCK EA. A A A B C D D D RAFTER BAY PER CALCS SHEET 8' A.2, TYP. TOP SUBFLR. 41'-10" 1'-4" VERIFY T.O.P. 2nd LEVEL A A A B C D D D 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL A A C D D 8' TOP OF CONC. SLAB GROUND LEVEL FINISHED GRADE 1' ELEVATION -- NORTH EXTERIOR FINISH SCHEDULE: HIGHEST RIDGE WINDOW & DOOR TRIM TO BE BORAL BRAND TRUEXTERIOR. CONT. RIDGE CONSULT MANUFACTURER'S RECOMMENDATIONS FOR 2 VENT, TYP. A.21 INSTALLATION PRIOR TO WORK. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 K = HARDI BOARD SHINGLES TOP ATTIC FRAMING T.O.P. 3rd LEVEL 3 A.21 BIRD BLOCK EA. RAFTER BAY PER I F G CALCS SHEET 8' 4 A.2, TYP. A.21 = HARDI PANEL W/ FRYE REGLET -- 2'-0" O.C. EXPOSURE -- (HARDI BOARD & BATTEN ALTERNATE -- SMOOTH FINISH 41'-10" TOP SUBFLR. 1'-4" VERIFY T.O.P. 2nd LEVEL DATE: 1/10/18 JOB #: 1344 TITLE: BLDG ELEVATIONS F H J = HARDI LAPPED SIDING -- 12" EXPOSURE -- SMOOTH FINISH 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL VENT SOFFITTED OVERHANGS, TYP. = HARDI LAPPED SIDING -- 6" EXPOSURE -- SMOOTH FINISH F H 8' 8 A.21 TOP OF CONC. SLAB GROUND LEVEL 7 A.21 1'FINISHED GRADE = BORAL VERSETTA STONE (COLOR TO BE DETERMINED) ELEVATION -- WEST BUILDING -- "A"Permit #: BLD1820-A SCALE: 1/4" = 1'-0" NO. REVISION DATE 1 6/5/18 A.11 COPYRIGHT ERIC DENNY ARCHITECTURE12 OF 22 PERMIT DRAWING HIGHEST RIDGE BIRD BLOCK EA. BUILDING "A" CONT. RIDGE RAFTER BAY PER VENT, TYP. 2 CALCS SHEET A.21 A.2, TYP. K eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net TOP ATTIC FRAMING T.O.P. 3rd LEVEL BIRD BLOCK EA. RAFTER BAY PER F G I I G F CALCS SHEET 8' A.2, TYP. 41'-10" TOP SUBFLR. 1'-4" VERIFY T.O.P. 2nd LEVEL F H J J H F 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL F H H F 8' TOP OF CONC. SLAB GROUND LEVEL 1' FINISHED GRADE ELEVATION -- SOUTHWEST HIGHEST RIDGE CONT. RIDGE VENT, TYP. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 K CONT. RIDGE VENT, TYP. TOP ATTIC FRAMING T.O.P. 3rd LEVEL 3 A.21 BIRD BLOCK EA. I RAFTER BAY PER G F CALCS SHEET 8' A.2, TYP. TOP SUBFLR. 41'-10" 1'-4" VERIFY DATE: 1/10/18 T.O.P. 2nd LEVEL JOB #: 1344 TITLE: BLDG ELEVATIONS J H F 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL VENTED SOFFIT BEYOND, TYP. H F 8' TOP OF CONC. SLAB GROUND LEVEL FINISHED GRADE 1' BUILDING -- "A"Permit #: BLD1820-A ELEVATION -- SOUTH SCALE: 1/4" = 1'-0" NO. REVISION DATE 1 6/5/18 A.12 COPYRIGHT ERIC DENNY ARCHITECTURE13 OF 22 PERMIT DRAWING HIGHEST RIDGE BUILDING "A" CONT. RIDGE VENT, TYP. GABLE END VENT, TYP. E BIRD BLOCK EA. eric dennyARCHITECTURE 3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net RAFTER BAY PER CALCS SHEET A.2, TYP. TOP ATTIC FRAMING T.O.P. 3rd LEVEL BIRD BLOCK EA. RAFTER BAY PER D D D C B A A CALCS SHEET 8' A.2, TYP. 41'-10" TOP SUBFLR. 1'-4" VERIFY T.O.P. 2nd LEVEL D D D C B A A 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL VENTED SOFFIT BEYOND, TYP. D D C A A 8' TOP OF CONC. SLAB GROUND LEVEL 1' FINISHED GRADE ELEVATION -- EAST HIGHEST RIDGE CONT. RIDGE VENT, TYP. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 CONT. RIDGE VENT, TYP. GABLE END VENT, TYP. E TOP ATTIC FRAMING T.O.P. 3rd LEVEL BIRD BLOCK EA. RAFTER BAY PER D D D C B A A B C D D D CALCS SHEET 8' A.2, TYP. 41'-10" TOP SUBFLR. 1'-4" VERIFY DATE: 1/10/18 T.O.P. 2nd LEVEL JOB #: 1344 TITLE: BLDG ELEVATIONS D D D C B A A B C D D D 8' TOP SUBFLR. 1'-4" VERIFY T.O.P. GROUND LEVEL VENT SOFFITTED OVERHANGS, TYP. D D C A A C D D 8' 8 A.21 TOP OF CONC. SLAB GROUND LEVEL 1' FINISHED GRADE BUILDING -- "A"Permit #: BLD1820-A ELEVATION -- NORTHEAST SCALE: 1/4" = 1'-0" NO. REVISION DATE 1 6/5/18 A.13 COPYRIGHT ERIC DENNY ARCHITECTURE14 OF 22 PERMIT DRAWING DOORS DIMENSIONS ARE ROUGH OPENING DIMENSIONS. CONFIRM ACTUAL SIZES WITH MANUFACTURER PRIOR TO ORDERING GENERAL DOOR NOTES DOOR SCHEDULE -- BUILDING #A 1. MAXIMUM CHANGE IN ELEVATION FOR ALL THRESHOLDS IS TO BE 1/2". 4. CONTRACTOR TO VERIFY DOOR SIZES BEFORE ORDERING & BEFORE INSTALLATION 7. CONTRACTOR TO CONFIRM THAT THE CPD NUMBER MARK SIZE (width x height) 1st Flr. 2nd Flr. 3rd Flr. TOTAL TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL FIRE RATING MANUF. Manuf. Product code NFRC-CPD# REMARKS 2. DOOR SIZES ARE DIMENSIONED TO THE DOOR ROUGH OPENING. 5. CONTRACTOR TO PROVIDE ROUGH - OPENING WRAP & SEAL FOR ASSOCIATED WITH EACH DOOR ON THE DOOR SCHEDULE REFLECTS CONTRACTOR SHALL VERIFY SIZES AND COORDINATE WITH MANUFACTURER. ALL WINDOWS & EXTERIOR DOORS FOR SEVERE WEATHER THE CORRECT DOOR PROVIDED BY THE MANUFACTURER PRIOR TO 1 3'-0" x 6'-8" 4 4 4 12 single entry 20 240 NA 0.16 38.4 Steel 20 Min. Codel WR_Flush Door CES-M-1-03560-00001 CONTRACTOR TO DETERMINE NECESSARY R.O. SIZES FOR DOORS & TO CONDITIONS. ROUGH - OPENING WRAP & SEAL MATERIAL & PURCHASE. FRAME APPROPRIATELY SIZED OPENINGS IN THE FIELD. METHOD TO REFLECT GENERALLY ACCEPTED INDUSTRY 2 6'-0" x 6'-8" 2 0 0 2 slider 40 80 dbl low-e argon 0.28 22.4 Vinyl Jeldwen VSDPR2N7280 JEL-A-697-13160-00001 Narrow stile -- Tempered 3. CONFIRM TRIM CONDITIONS WITH ARCHITECT STANDARDS. HDR FLASH ALL WINDOWS AND DOORS. 6. CONTRACTOR TO CONFIRM MATERIAL & STYLE OF DOORS 3 5'-0" x 6'-8" 4 0 0 4 slider 33 132 dbl low-e argon 0.28 36.96 Vinyl Jeldwen VSDPR2N6080 JEL-A-697-13160-00001 Narrow stile -- Tempered W/ OWNER PRIOR TO ORDERING. 4 2'-10" x 6'-8" 6 0 0 6 single NA NA NA Wood 5 2'-10" x 6'-8" 6 0 0 6 pocket NA NA NA Wood EXTERIOR DOORS TO BE NFRC CERTIFIED CONFIRM ALL DOORS W/ OWNER PRIOR TO ORDERING 6 (2) 2'-0" X 6'-8" 6 8 8 22 bi-fold NA NA NA Wood eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 7 (2) 1'-6" X 6'-8" 4 4 4 12 bi-fold NA NA NA Wood NOTE: THIS DOOR SCHEDULE IS NOT MEANT TO BE A SUBSTITUTE 8 2'-6" X 6'-8" 2 8 8 18 single NA NA NA Wood FOR THE MANUFACTURES' DOOR QUOTE SHEETS. WHERE DISCREPANCIES EXIST BETWEEN QUOTE SHEETS AND & THIS DOOR 9 2'-6" x 6'-8" 0 6 6 12 pocket NA NA NA Wood SCHEDULE, CONSULT ARCHITECT PRIOR TO ORDERING. 10 (2) 2'-6" x 6'-8" 4 4 4 12 bi-fold NA NA NA Wood IBC Table 716.6 Fire Window (glass sliding door) Assembly Fire Protection Ratings: Windows in exterior walls with 1 hour fire rating = 3 11 1'-8" x 6'-8" 2 2 2 6 closet NA NA NA Wood 4 HOUR MINIMUM FIRE WINDOW ASSEMBLY REQUIRED CONFIRM RATING REQUIREMENT WITH WINDOW/DOOR MANUFACTURER PRIOR TO ORDERING. 12 (2) 1'-6" X 6'-8" 2 0 0 2 double NA NA NA Wood 13 2'-8" x 6'-8" 0 0 0 0 pocket NA NA NA Wood TOTAL: 42 36 36 114 452 97.76 TOTAL AREA TOTAL UA DOOR SCHEDULE -- BUILDING #B MARK SIZE (width x height) 1st Flr. 2nd Flr. 3rd Flr. TOTAL TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL FIRE RATING MANUF. Manuf. Product code NFRC-CPD# REMARKS 1 3'-0" x 6'-8" 4 4 4 12 single entry 20 240 NA 0.16 38.4 Steel 20 Min. Codel WR_Flush Door CES-M-1-03560-00001 2 6'-0" x 6'-8" 2 0 0 2 slider 40 80 dbl low-e argon 0.28 22.4 Vinyl Jeldwen VSDPR2N7280 JEL-A-697-13160-00001 Narrow stile -- Tempered 3 5'-0" x 6'-8" 4 0 0 4 slider 33 132 dbl low-e argon 0.28 36.96 Vinyl Jeldwen VSDPR2N6080 JEL-A-697-13160-00001 Narrow stile -- Tempered 4 2'-10" x 6'-8" 5 0 0 5 single NA NA NA Wood 5 2'-10" x 6'-8" 6 0 0 6 pocket NA NA NA Wood 6 (2) 2'-0" X 6'-8" 5 7 7 19 bi-fold NA NA NA Wood 7 (2) 1'-6" X 6'-8" 2 2 2 6 bi-fold NA NA NA Wood 8 2'-6" X 6'-8" 1 7 7 15 single NA NA NA Wood 9 2'-6" x 6'-8" 0 6 6 12 pocket NA NA NA Wood 10 (2) 2'-6" x 6'-8" 4 3 3 10 bi-fold NA NA NA Wood 11 1'-8" x 6'-8" 2 2 2 6 closet NA NA NA Wood 12 (2) 1'-6" X 6'-8" 2 0 0 2 double NA NA NA Wood 13 2'-8" x 6'-8" 0 1 1 2 pocket NA NA NA Wood TOTAL: 37 32 32 101 452 97.76 TOTAL AREA TOTAL UA DOOR SCHEDULE -- BUILDING #C MARK SIZE (width x height) 1st Flr. 2nd Flr. 3rd Flr. TOTAL TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL FIRE RATING MANUF. Manuf. Product code NFRC-CPD# REMARKS 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 1 3'-0" x 6'-8" 8 8 8 24 single entry 20 480 NA 0.16 76.8 Steel 20 Min. Codel WR_Flush Door CES-M-1-03560-00001 2 6'-0" x 6'-8" 4 0 0 4 slider 40 160 dbl low-e argon 0.28 44.8 Vinyl Jeldwen VSDPR2N7280 JEL-A-697-13160-00001 Narrow stile -- Tempered 3 5'-0" x 6'-8" 8 0 0 8 slider 33 264 dbl low-e argon 0.28 73.92 Vinyl Jeldwen VSDPR2N6080 JEL-A-697-13160-00001 Narrow stile -- Tempered 4 2'-10" x 6'-8" 12 0 0 12 single NA NA NA Wood 5 2'-10" x 6'-8" 12 0 0 12 pocket NA NA NA Wood 6 (2) 2'-0" X 6'-8" 12 16 16 44 bi-fold NA NA NA Wood 7 (2) 1'-6" X 6'-8" 8 8 8 24 bi-fold NA NA NA Wood 8 2'-6" X 6'-8" 4 16 16 36 single NA NA NA Wood 9 2'-6" x 6'-8" 0 12 12 24 pocket NA NA NA Wood 10 (2) 2'-6" x 6'-8" 8 8 8 24 bi-fold NA NA NA Wood 11 1'-8" x 6'-8" 4 4 4 12 closet NA NA NA Wood 12 (2) 1'-6" X 6'-8" 4 0 0 4 double NA NA NA Wood 1 DATE: 1/10/18 13 2'-8" x 6'-8" 0 0 0 0 pocket NA NA NA Wood JOB #: 1344 TOTAL: 84 72 72 228 904 195.52 TITLE: DOOR SCHEDULE TOTAL AREA TOTAL UA 6' 5' DOOR HDR 6'-8" SLIDER SLIDER Narrow door stile proposed. Wide stile per contractor option. LINE OF FLOOR DOOR 2 DOOR 3 SCALE: 1 " = 1'-0" BUILDING -- "A"Permit #: BLD1820-A 4 NO. REVISION DATE NOTE: DOOR DIMENSIONS ARE TO MANUFACTURER RECOMMENDED ROUGH OPENINGS. CONFIRM ACTUAL DOOR SIZES 1 6/5/18 WITH MANUFACTURE & REVIEW MANUF. RECOMMENDED R.O. SIZES PRIOR TO FRAMING. A.14 COPYRIGHT ERIC DENNY ARCHITECTURE15 OF22 PERMIT DRAWING WINDOW SCHEDULE -- BUILDING #A SIZE (width x height) MARK Actual size of window # of UNITS TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL MANUF. Manuf product code: NFRC-CPD# REMARKS GENERAL WINDOW NOTES: EMERGENCY ESCAPE AND RESCUE 1. CONTRACTOR TO VERIFY ALL WINDOW SIZES BEFORE ORDERING FROM MANUFACTURER. IBC SECTION 1030 EMERGENCY ESCAPE AND RESCUE A 2'-0" x 3'-6" 6 FIX 7 42 DBL. LOW-E ARGON 0.26 10.92 Vinyl Jeld-wen PRVFW2442 JEL-A-757-06686-00001 2. WINDOW SIZES ARE DIMENSIONED TO THE ROUGH OPENING SIZE OF THE WINDOW. 1030.1.1 Where required. Basements and sleeping rooms below the fourth story ao e JEL-A-595-13409-00001 grade plane shall have at least one exterior emergency escape and rescue opening in 3. CONTRACTOR TO DETERMINE ROUGH OPENING REQUIREMENTS FOR WINDOWS PRIOR TO ORDERING. B 6'-0" x 5'-10" 4 CSMT/AWN/FIX 35 140 DBL. LOW-E ARGON 0.27 37.8 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code accordance with this section. Such openings shall open directly into a public way or to 4. CONTRACTOR TO VERIFY W/ MANUFACTURER THAT ALL WINDOWS DESIGNED FOR EGRESS a yard or court that opens to a public way. WILL MEET EGRESS REQUIREMENTS. C 2'-0" x 2'-6" 6 AWN 5 30 DBL. LOW-E ARGON 0.27 8.1 Vinyl Jeld-wen PRVAWN2430 JEL-A-596-11699-00001 5. CONTRACTOR TO PROVIDE ROUGH - OPENING WRAP & SEAL FOR 1030.2 Minimum size. Emergency excape and resuce openings shall have a minimum D 5'-0" x 4'-0" 16 CSMT/FIX 20 320 DBL. LOW-E ARGON 0.27 86.4 Vinyl Jeld-wen JEL-A-595-13409-00001 Egress (confirm dimensions with manuf.) ALL WINDOWS & DOORS FOR SEVERE WEATHER CONDITIONS. ROUGH - OPENING WRAP & SEAL net clear opening of 5.7 square feet. MATERIAL & METHOD TO REFLECT GENERALLY ACCEPTED INDUSTRY STANDARDS. Exception: The minimum net clear opening for grade-floor emergency escape and E 3'-6" x 3'-6" 1 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS4242 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. 6. CONTRACTOR TO CONFIRM MATERIAL, STYLE, OPERATION & MANUF. OF WINDOWS rescue openings shall be 5 square feet. W/ OWNER & ARCHITECT PRIOR TO ORDERING F 2'-6" x 3'-6" 6 CSMT 7 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen PRVCMT3042 JEL-A-595-13409-00001 7. INTALL PER MANUFACTURERS RECOMMENDATIONS. 1030.2.1 Minimum dimensions. The minimum net clear opening height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 JEL-A-757-06686-00001 8. CONFIRM TEMPERED GLAZING FOR ALL WINDOWS & DOORS WITH MANUF. PRIOR TO ORDERING inches. The net clear opening dimensions shall be the result of normal operation of the eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net G 3'-0" x 6'-10" 2 FIX/AWN 21 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing; Provide window guard per code 9. CONTRACTOR TO CONFIRM NUMBER OF WINDOW UNITS PRIOR TO ORDERING. opening. JEL-A-757-06686-00001 H 3'-0" x 5'-10" 4 FIX/AWN 18 72 DBL. LOW-E ARGON 0.27 19.44 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing; Provide window guard per code 10. CONTRACTOR TO CONFIRM THAT THE CPD NUMBER 1030.4 Maximum height from the floor. Emergency escape and rescue openings shall ASSOCIATED WITH EACH WINDOW ON THE WINDOW SCHEDULE have the bottom of the clear opening not greater than 44 inches measured from the floor. JEL-A-595-13409-00001 REFLECTS THE CORRECT WINDOW PROVIDED BY THE I 7'-0" x 6'-10" 2 CSMT/AWN/FIX 48 96 DBL. LOW-E ARGON 0.27 25.92 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code MANUFACTURER PRIOR TO PURCHASE. 1030.4 Operational constraints. Emergency escape and rescue openings shall be JEL-A-595-13409-00001 operational from the inside of the room without the use of keys or tools. Bars, grilles, J 7'-0" x 5'-10" 2 CSMT/AWN/FIX 41 82 DBL. LOW-E ARGON 0.27 22.14 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code WINDOW & GLASS DOOR GUARDS are required on operable windows when the exterior sill height exceeds 72 grates or similar devices are permitted to be place over emergency escape and rescue openings provide the minimum net clear opening size complies with Section 1030.2 and inches above grade and the interior sill height is less than 24 inches above finished floor. K 5'-0" x 5'-0" 1 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS6060 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. such devices shall be releasable or removable from the inside without the use of a key, tool, or force greater than that which is required for normal operation of the emergency GLAZING IDENTIFICATION labels are to remain on all glazing until the insulation inspection is complete. L NA 0 0 0 Building B only escape and rescue opening. Where such bars, grilles, grates or similar devices are installed in existing buildings, smoke alarms shall be installed in accordance with IBC Table 716.6 Fire Window Assembly Fire Protection Ratings: Section 907.2.11 regardless of the valuation of the alteration. TOTAL: 50 866 0.27 Average 233.4 Windows in exterior walls with 1 hour fire rating = 3 HOUR MINIMUM FIRE WINDOW ASSEMBLY REQUIRED 4 TOTAL AREA TOTAL UA CONFIRM RATING REQUIREMENT WITH WINDOW MANUFACTURER PRIOR TO ORDERING. NOTE: THIS WINDOW SCHEDULE IS NOT MEANT TO BE A SUBSTITUTE FOR THE MANUFACTURE'S WINDOW QUOTE SHEET. AIR WINDOW SCHEDULE -- BUILDING #B WHERE DISCREPANCIES EXIST BETWEEN QUOTE SHEETS AND & GYPSUM SHEATHING SIZE (width x height) HARDI SIDING THIS WINDOW SCHEDULE, CONSULT ARCHITECT PRIOR TO (DENSGLASS - 1 HR.) MARK Actual size of window # of UNITS TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL MANUF. Manuf product code: NFRC-CPD# REMARKS ORDERING. PER ELEVATION SHEATHING PER STRUCT. W.R.B. (TYVEK, TYP.) A 2'-0" x 3'-6" 6 FIX 7 42 DBL. LOW-E ARGON 0.26 10.92 Vinyl Jeld-wen PRVFW2442 JEL-A-757-06686-00001 WINDOW DETAIL NOTES: JEL-A-595-13409-00001 CONT. MTL. DRIP 1) FLASH AND SEAL ALL WINDOWS & DOORS B 6'-0" x 5'-10" 5 CSMT/AWN/FIX 35 175 DBL. LOW-E ARGON 0.27 47.25 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code FLASH, TYP. WATERTIGHT PER INDUSTRY ACCEPTED Tempered glazing in bathrooms. Unit #s 5,21, & 37 METHODS AND STANDARDS. SEAL TO MEET C 2'-0" x 2'-6" 6 AWN 5 30 DBL. LOW-E ARGON 0.27 8.1 Vinyl Jeld-wen PRVAWN2430 JEL-A-596-11699-00001 GRACE VYCOR PLUS WA. STATE ENERGY CODE REQUIREMENTS FLASHING AT ALL WINDOW HDR FOR BLOWER DOOR TESTING (ACH 2.0 MAX.) D 5'-0" x 4'-0" 16 CSMT/FIX 20 320 DBL. LOW-E ARGON 0.27 86.4 Vinyl Jeld-wen JEL-A-595-13409-00001 Egress (confirm dimensions with manuf.) PER STRUCT, TYP OPENINGS, TYP. INSTALL SEE PROJECT ENERGY CALCS SHEET A.23. PER MANUF. WDW/DOOR HDR = R-10 MIN., TYP. E 3'-6" x 3'-6" 1 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS4242 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. CONT. HDR. TRIM 2) FOR ADDITIONAL NOTES ON WALL ASSEMBLY TO WRAP BLDG. SEE SHEETS A.9 (FIRE ASSEMBLIES), F 2'-6" x 3'-6" 6 CSMT 7 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen PRVCMT3042 JEL-A-595-13409-00001 PER ELEVATIONS, A.23 (RAIN SCREENS), JEL-A-757-06686-00001 AIR TYP. & A.28 (CONSTRUCTION DETAILS) G 3'-0" x 6'-10" 2 FIX/AWN 21 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing; Provide window guard per code JEL-A-757-06686-00001 H 3'-0" x 5'-10" 4 FIX/AWN 18 72 DBL. LOW-E ARGON 0.27 19.44 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing; Provide window guard per code SV-3 CORA VENT & 7 " THICK FURRING JEL-A-595-13409-00001 16 I 7'-0" x 6'-10" 1 CSMT/AWN/FIX 48 48 DBL. LOW-E ARGON 0.27 12.96 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code STRIPS @ 16" O.C. 1 JEL-A-595-13409-00001 J 7'-0" x 5'-10" 1 CSMT/AWN/FIX 41 41 DBL. LOW-E ARGON 0.27 11.07 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code K 5'-0" x 5'-0" 1 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS6060 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. JEL-A-595-13409-00001 L 6'-0" x 6'-10" 1 CSMT/AWN/FIX 41 41 DBL. LOW-E ARGON 0.27 11.07 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing; Provide window guard per code INTERIOR EXTERIOR TOTAL: 50 853 0.27 Average 229.89 TOTAL AREA TOTAL UA WINDOW PER WINDOW SCHEDULE -- BUILDING #C PLAN, TYP. SIZE (width x height) 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 MARK Actual size of window # of UNITS TYPE AREA/UNIT (S.F.) TOTAL AREA GLAZING U-VALUE UA MATERIAL MANUF. Manuf product code: NFRC-CPD# REMARKS A 2'-0" x 3'-6" 12 FIX 7 84 DBL. LOW-E ARGON 0.26 21.84 Vinyl Jeld-wen PRVFW2442 JEL-A-757-06686-00001 JEL-A-595-13409-00001 B 6'-0" x 5'-10" 8 CSMT/AWN/FIX 35 280 DBL. LOW-E ARGON 0.27 75.6 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing C 2'-0" x 2'-6" 12 AWN 5 60 DBL. LOW-E ARGON 0.27 16.2 Vinyl Jeld-wen PRVAWN2430 JEL-A-596-11699-00001 D 5'-0" x 4'-0" 32 CSMT/FIX 20 640 DBL. LOW-E ARGON 0.27 172.8 Vinyl Jeld-wen JEL-A-595-13409-00001 Egress (confirm dimensions with manuf.) INTERIOR WDW E 3'-6" x 3'-6" 2 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS4242 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. TRIM, TYP. F 2'-6" x 3'-6" 6 CSMT 7 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen PRVCMT3042 JEL-A-595-13409-00001 AIR JEL-A-757-06686-00001 G 3'-0" x 6'-10" 2 FIX/AWN 21 42 DBL. LOW-E ARGON 0.27 11.34 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing WINDOW NAILING 1 FLANGE, TYP. JEL-A-757-06686-00001 H 3'-0" x 5'-10" 4 FIX/AWN 18 72 DBL. LOW-E ARGON 0.27 19.44 Vinyl Jeld-wen JEL-A-596-11699-00001 Tempered glazing 7 SV-3 CORA VENT & 16" THICK FURRING JEL-A-595-13409-00001 STRIPS @ 16" O.C. I 7'-0" x 6'-10" 4 CSMT/AWN/FIX 48 192 DBL. LOW-E ARGON 0.27 51.84 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing JEL-A-595-13409-00001 W.R.B. OVER GYPSUM SHEATHING J 7'-0" x 5'-10" 4 CSMT/AWN/FIX 41 164 DBL. LOW-E ARGON 0.27 44.28 Vinyl Jeld-wen JEL-A-870-05081-00001 Tempered glazing DATE: 1/10/18 JOB #: 1344 K 5'-0" x 5'-0" 2 FIX NA NA SINGLE NA NA Vinyl Jeld-wen PRVFWS6060 JEL-A-757-06686-00001 Frosted glass. Window not part of habitable space. 1 TITLE: WINDOW SCHEDULE L NA 0 0 0 Building B only AIR TOTAL: 88 1576 0.27 Average 424.68 WINDOW INSTALL DETAIL WEATHERIZATION 1 TOTAL AREA TOTAL UA SCALE: 3" = 1'-0" Flash and seal all exterior openings watertight per plans and the latest accepted industry practices and standards. Wrap, flash and seal the building envelop watertight per plans and the latest accepted industry practices and standards. Roofing to be installed per latest accepted industry practices and standards. Wherever possible industry certified 6' 3' installers should employed. 2' 2'-6" 2' 5' 3' 2' WDW HDR The Architect recommends that a Waterproofing Consultant be employed to help ensure WDW HDR 3'-6" WDW HDR WDW HDR that waterproofing of the building is done to the latest industry standards. Waterproofing consultant to inspect and certify building envelop and all penetrations, typ. WDW HDR FIX FIX 2'-6" FIX 4' FIX FIX 3'-6" 3'-6" 5'-10"4'-4" MIN.* trim, typ. FIX 7'-8" 6'-8" 3'-6" 6'-8" 6'-8" 5' EGRESS WINDOW FIX nailing flange, typ. LINE OF FLOOR LINE OF FLOOR LINE OF FLOOR LINE OF FLOOR LINE OF FLOOR WINDOW A WINDOW B WINDOW C WINDOW D WINDOW E WINDOW F WINDOW G WINDOW H SCALE: 1 " = 1'-0" 4 NOTE: WINDOW DIMENSIONS ARE TO MANUFACTURER RECOMMENDED ROUGH OPENINGS. CONFIRM ACTUAL WINDOW SIZES WITH MANUFACTURE & REVIEW MANUF. RECOMMENDED R.O. SIZES PRIOR TO FRAMING. BUILDING -- "A"Permit #: BLD1820-A 7' 6' 5' 7' 2' 2' NO. REVISION DATE 2' WDW HDR WDW HDR WDW HDR WDW HDR 1 6/5/18 FIX FIX 5' FIX FIX 5'-4" 5'-4" 6'-10" 6'-10" 7'-8" 5'-10"4'-4" MIN.* 7'-10" 7'-8" 6'-8" FIX FIX FIX LINE OF FLOOR LINE OF FLOOR LINE OF FLOOR LINE OF FLOOR A.15 WINDOW I WINDOW J WINDOW K WINDOW L COPYRIGHT ERIC DENNY ARCHITECTURE16 OF 22 PERMIT DRAWING BUILDING VENTING (MECHANICAL) REQUIREMENTS: ENERGY REQUIREMENTS (PRESCRIPTIVE APPROACH -- 2015 WA. STATE ENERGY CODE SECTION R402.1.1.): PER IBC CHAPTER 4 & WA. STATE A WHOLE HOUSE ENERGY RECOVERY VENTILATION (ERV) PER M1507.4 LOCAL EXHAUST (local fans FAN IS PROPOSED FOR THIS PROJECT CODE AMENDMENTS -- M1501 - 1507 proposed) THE PROJECT SHALL MEET THE 2015 ENERGY CODE (WA. STATE) PERSCRIPTIVE WHOLE HOUSE MECH. VENTILATION Per Table M1507.3.3(1) Continuous Whole-House REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (TABLE R402.1.1 REQUIRED ENERGY CREDITS (Table 406.2): Mechanical Ventilation System Airflow Rate Requirements M1507.4 Local exhaust: Local exhaust shall be provided in each 5.1 They shall be capable of operating intermittently and REQUIRED). (Continuous Operation proposed): kitchen, bathroom, water closet, laundry room, indoor swimming continuously. Dwelling type: Small Dwelling Unit less than 1500 s.f. conditioned floor area & less than ALL ONE-BEDROOM UNITS: pool, spa, and other rooms where water vapor or cooking odor is PRESCRIPTIVE REQUIREMENTS PER TABLE R402.1.1: 300 s.f. of fenestration area (per each apartment unit). M1501.1 Outdoor discharge. The air removed by every Location: BATHROOM produced. Local exhaust systems shall be designed to have the 5.2 They shall have controls capable of operating the exhaust mechanical exhaust system shall be discharged to the Number of bedrooms: 1 capacity to exhaust the minimum air flow rate determined in fans, forced air systems fans, or supply fans without energizing BUILDING COMPONENT: PROPOSED ENERGY FACTOR: Energy Credits (Debits) Required: 1.5 HEATING & COOLING REQUIREMENTS outdoors in accordance with Section M1506.2. Air shall Proposed floor area: < 1500 s.f. accordance with Table M1507.4. other energy consuming appliances. not be exhausted into an attic, soffit, ridge vent or crawl Proposed air-flow (M1507.3.3(1): 30 cfm 1 FENESTRATION U-FACTOR: 0.28 (U-VALUE) --weighted window + door average Credits proposed: 1a -- EFFICIENT BUILDING ENVELOP = 0.5 CREDITS 1. The building heat system is to be electric baseboard heating in each apartment unit. space. 5.3 The ventilation rate shall be adjusted according to the SKYLIGHT U-FACTOR: NA Fenestration U = 0.28 2. Each apartment is to have an HRV (Heat Recovery Ventilation unit) that meets WA. Proposed run-time percent Proposed as follows: exception in Section M1507.3.3. M1506.2 Exhaust openings. Air exhaust openings shall CEILING (ATTIC) R-VALUE: R-49 Floor = N.A. (NO CRAWL SPACE. PROJECT NOW HAS S.O.G.) State Energy Code (see notes/requirements this sheet). in ea. 4 hour segment: 100% = Factor of 1 KITCHEN: 100 CFM INTERMITTENT terminate not less than 3 feet from property lines; 3 feet Slab on grade = R-10 perimeter & UNDER ENTIRE SLAB ON GRADE 3. See mechanical venting notes and calculations (this sheet) for fan sizes and 5.4 The system shall be designed so that it can operate CEILING (VAULTED) R-VALUE: NA requirements. from operable and non-operable openings into the building LAUNDRY: 50 CFM INTERMITTENT automatically based on the type of control timer installed. Below grade slab = NA (not part of project) and 10 feet from mechanical air intakes except where the eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net 3. There is no mechanical cooling system for the building. 1 x 30 cfm = 30 CFM CONTINUOUS WHOLE-HOUSE WOOD FRAME WALL R-VALUE: R-21 int. opening is located 3 feet above the air intake. Openings 2b -- AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION = 1.0 CREDITS E.R.V. (or HRV) FAN PROPOSED FOR EA. ONE- BEDROOM 5.5 The intermittent mechanical ventilation system shall operate shall comply with Sections R303.5.2 and R303.6. BELOW GRADE WALL: NA Reduce the tested air leakage to 2.0 air changes per hour maximum. UNIT. at least one hour out of every four. M1507.4.2.1 Local exhaust controls.: Local exhaust systems FLOOR R-VALUE: N.A. (NO CRAWL SPACE. PROJECT HAS S.O.G.) M1507.3.2 Control and Operation (of continuously operating -- AND -- ALL TWO-BEDROOM UNITS: shall be controlled by manual switches, de-humidistats, timers, 5.6 The system shall have a manual control and automatic AIR LEAKAGE NOTES: WHOLE HOUSE fan). SLAB R-VALUE & DEPTH: R-10 PERIMETER & UNDER ENTIRE S.O.G. 1. Controls for all ventilation systems shall be readily Location: KITCHEN HOOD or other approved means. Source specific ventilation system control, such as a 24-hour clock timer. All whole house ventilation requirements as determined by Section Number of bedrooms: 2 controls shall be readily accessible. WINDOW & DOOR HEADERS: R-10 MINIMUM 1. Weather strip all windows and doors. Caulk to seal joints at penetrations. accessible by the occupant. M1507.3 of the International Residential Code shall be met with a heat Proposed floor area: < 1500 s.f. 2. Caulk to seal wall, ceiling and floor penetrations at electrical outlets, wiring holes 2. Operation instructions for whole-house ventilation AIR LEAKAGE: TESTED TO 2.0 AIR CHANGE/HR. MAXIMUM recovery ventilation system with minimum sensible heat recovery efficiency Proposed air-flow (M1507.3.3(1): 45 cfm VENTILATION DUCTS: Ventilation ducts shall terminate as well as and plumbing and ducting penetrations. systems shall be provided to the occupant by the installer of of 0.70. outside the building. Exhaust ducts shall be equipped with VENTILATION & HEAT RECOVERY: ENERGY RECOVERY UNIT (ERV) W/ 0.70 MIN. EFFICIENCY 3. Seal light fixture penetrations. the system. Proposed run-time percent back-draft dampers. All exhaust ducts in unconditioned OR -- HEAT RECOVERY UNIT (HRV) W/ 0.70 MIN. EFFICIENCY 4. Seal attic hatch penetrations 3. Local exhaust systems (i.e. non-whole house) shall be in ea. 4 hour segment: 100% = Factor of 1 spaces shall be insulated to a minimum of R-4. Terminal controlled by manual switches, dehumidistats, timers, or elements shall have at least the equivalent net free area of other approved means. 1 x 45 cfm = 45 CFM CONTINUOUS WHOLE-HOUSE the duct work. Terminal elements for exhaust fan duct 4. Continuous whole-house ventilation systems shall R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to Per Wash. State Energy code: Required slab perimeter insulation E.R.V. (or HRV) FAN PROPOSED FOR EA. TWO BEDROOM systems shall be screened or otherwise protected from MOISTURE PROTECTION NOTES: operate continuously and be equipped with an override limit air leakage in accordance with the requirements of Sections R402.4.1 through shall be a water resistant material, manufactured for its intended use, UNIT. entry by leaves or other material. Minimum 50% net free control. A "fan on" switch shall be permitted as an override R402.4.4. and installed according to manufacturer's specifications. Monolithic area required. 1. ERV to be installed in each apartment bathroom to help vacate moisture & control. Controls shall be capable of operating the 5. At the time of final inspection, the automatic slabs shall include insulation installed outside the foundation wall as re-circulate air. ventilation system without energizing other control shall be set to operate the whole-house fan R303.1.3 Fenestration product rating. U-factors of fenestration products (windows, well as under the slab. 2. Exterior siding to be rain screen system. energy-consuming appliances. A clearly visible label shall according to the schedule used to calculate the doors and skylights) shall be determined in accordance with NFRC 100 by an be affixed to the controls that reads "Whole House accredited, independent laboratory, and labeled and certified by the manufacturer. Headers to be insulated with a minimum of R-10 insulation. whole-house fan sizing. Ventilation (see operating instrucftions)." Products lacking such a labeled U-factor shall meet the provisions of this paragraph in WSEC. INSULATION CERTIFICATE: Contractor to complete & post an "Insulation Certificate for Residential Construction" within three feet of the electric panel (of each apartment unit) prior to final inspection. 1 FIXTURE/APPLIANCE SCHEDULE -- BUILDING #A Contractor to confirm all quantities & manufactures' requirements prior to ordering. Consult Architect on selections AIR FIXTURE/APPLIANCE DIMENSIONS 1st Flr. 2nd Flr. 3rd Flr. TOTAL MANUF. Manuf. Model & Product code REMARKS Kitchen: Refrigerator 30" WIDE 4 4 4 12 G.E. (recommended) HARDI SIDING PER ELEVATION AIR Range 24" WIDE 4 4 4 12 G.E. (recommended) Front controllers only in Type "A" units 7 " FURRING STRIP 16 Hood 24" WIDE 4 4 4 12 T.B.D. 100 CFM MINIMUM WRB (TYVEC) Kitchen sink 24" WIDE 4 4 4 12 T.B.D. GYPSUM SHEATHING (DENSGLASS -- 1 HR. FIRE PROTECTION) kitchen sink faucets to be rated at 1.75 GPM MAX. AIR Sink faucet 4 4 4 12 T.B.D. (recommended) APA RATED SHEATHING PER STRUCT. Garbage disposal 4 4 4 12 T.B.D. MTL FLASH + TRIM Bathroom: AIR HARDI SIDING PER ELEVATION ROOF PER DETAILS Lavatory 5 6 6 17 T.B.D. lavatory fixtures to be rated at 1.0 GPM MAX. SHEET A.28 Lavatory faucet 5 6 6 17 T.B.D. (recommended) 1 4" GAP 7 " FURRING STRIP Toilet 4 4 4 12 T.B.D. 16 COR-VENT SV-3 INSECT Tub 4 4 4 12 T.B.D. BLOCK BTWN. FURRING WRB (TYVEC) shower fixtures to be rated at 1.75 GPM MAX. Tub/shower fitxures 4 4 4 12 T.B.D. (recommended) GYPSUM SHEATHING 40 CFM 0.8 Sone ceiling Mounted Spot Energy Recovery Ventilator with Balanced Ventilation. Consult AIR FOR ADDITIONAL WALL ASSEMBLY (DENSGLASS -- 1 HR. FIRE PROTECTION) Fan ERV* 4 4 4 12 Panasonic (recommended) Whisper Comfort FV-04VE1 manuf prior to purchase.* BLOCKING SEE DETAILS SHEET A.28 APA RATED SHEATHING PER STRUCT. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 AIR COR-VENT SV-3 INSECT * Note: ERV may be substituted with HRV (heat recovery vent.) per consultation with Architect. BLOCK BTWN. FURRING 1 " GAP 4 FIXTURE/APPLIANCE SCHEDULE -- BUILDING #B COR-VENT SV-3 INSECT BLOCK BTWN. FURRING AIR FIXTURE/APPLIANCE DIMENSIONS 1st Flr. 2nd Flr. 3rd Flr. TOTAL MANUF. Manuf. Model & Product code REMARKS W/ 7 " FURRING STRIPS 16 1 @16" O.C. 4" GAP Kitchen: WINDOW PER PLAN FOR ADDITIONAL WALL ASSEMBLY WRB (TYVEC) Refrigerator 30" WIDE 4 4 4 12 G.E. (recommended) SEE DETAILS SHEET A.28 MTL FLASH + TRIM GYPSUM SHEATHING Range 24" WIDE 4 4 4 12 G.E. (recommended) (DENSGLASS -- 1 HR. FIRE PROTECTION) Hood 24" WIDE 4 4 4 12 T.B.D. 100 CFM MINIMUM APA RATED SHEATHING PER STRUCT. Kitchen sink 24" WIDE 4 4 4 12 T.B.D. kitchen sink faucets to be rated at 1.75 GPM MAX. Sink faucet 4 4 4 12 T.B.D. (recommended) HARDI SIDING PER Garbage disposal 4 4 4 12 T.B.D. ELEVATION Bathroom: AIR Lavatory 5 5 5 15 T.B.D. DATE: 1/10/18 lavatory fixtures to be rated at 1.0 GPM MAX. Lavatory faucet 5 5 5 15 T.B.D. (recommended) AIR JOB #: 1344 1 " GAP Toilet 4 4 4 12 T.B.D. TYPICAL TOP OF WALL RAIN SCREEN DETAIL 4 TITLE: ENERGY/MECH MTL FLASH 0R TRIM SILL Tub 4 4 4 12 T.B.D. SCALE: 3" = 1'-0" shower fixtures to be rated at 1.75 GPM MAX. Tub/shower fitxures 4 4 4 12 T.B.D. (recommended) COR-VENT SV-3 INSECT 40 CFM 0.8 Sone ceiling Mounted Spot Energy BLOCK BTWN. FURRING Recovery Ventilator with Balanced Ventilation. Consult Fan ERV* 4 4 4 12 Panasonic (recommended) Whisper Comfort FV-04VE1 manuf prior to purchase.* * Note: ERV may be substituted with HRV (heat recovery vent.) per consultation with Architect. TYPICAL BOTTOM OF WALL RAIN SCREEN DETAIL FIXTURE/APPLIANCE SCHEDULE -- BUILDING #C AIR FIXTURE/APPLIANCE DIMENSIONS 1st Flr. 2nd Flr. 3rd Flr. TOTAL MANUF. Manuf. Model & Product code REMARKS Kitchen: TYPICAL TOP & BOTTOM OF WINDOW RAIN SCREEN DETAIL Refrigerator 30" WIDE 8 8 8 24 G.E. (recommended) Range 24" WIDE 8 8 8 24 G.E. (recommended) Hood 24" WIDE 8 8 8 24 T.B.D. 100 CFM MINIMUM FINISH SCHEDULE Contractor to confirm all quantities and manufacture requirements prior to ordering. Consult Architect on selections Kitchen sink 24" WIDE 8 8 8 24 T.B.D. MATERIAL PRODUCT PROPOSED MANUF. Manuf. Model & Product code REMARKS kitchen sink faucets to be rated at 1.75 GPM MAX. Sink faucet 8 8 8 24 T.B.D. (recommended) Kitchen & Laundry: Garbage disposal 8 8 8 24 T.B.D. Floor Linoleum Cabinetry TBD INTERIORS NOTES: Bathroom: 1. Confirm cabinet layout with Owner and Architect prior to ordering. BUILDING -- "A"Permit #: BLD1820-A Lavatory 12 12 12 36 T.B.D. lavatory fixtures to be rated at 1.0 GPM MAX. Bathroom: 2. Confirm kitchen appliances and fixtures and hookup requirements with Owner prior to Lavatory faucet 12 12 12 36 T.B.D. (recommended) Floor Linoluem ordering. Toilet 8 8 8 24 T.B.D. Cabinetry TBD NO. REVISION DATE 3. Confirm bathroom layouts and fixtures with Architect prior to ordering. Tub 8 8 8 24 T.B.D. 1 6/5/18 shower fixtures to be rated at 1.75 GPM MAX. Tub/shower fitxures 8 8 8 24 T.B.D. (recommended) 4. Confirm ADA requirements for each room prior to start of framing. Throughout project: 40 CFM 0.8 Sone ceiling Mounted Spot Energy Wall Finishes Fire rating per Sheet Recovery Ventilator with Balanced Ventilation. Consult A.9. Paint selection Fan ERV* 8 8 8 24 Panasonic (recommended) Whisper Comfort FV-04VE1 manuf prior to purchase.* TBD Floor Hardwood L.R. & * Note: ERV may be substituted with HRV (heat recovery vent.) per Hallway; Carpet in consultation with Architect. Bedrooms Millwork MDF A.16 Closet Shelf & Rod TBD COPYRIGHT ERIC DENNY ARCHITECTURE17 OF 22 PERMIT DRAWING STEEL PRE-FAB. RAILING SYSTEM BEYOND, TYP. BUILDING BEYOND, TYP. LIGHT FIXT., 1 HOUR FIRE RATED FLOOR ASSEMBLY 1 TYP, (SEE #GA-5 SHEET A.9-1 SIM.) CONC. SLAB PER STRUCT. MOISTURE BARRIER APA RATED SHEATHING PER STRUCT. 2X FRAMING PER STRUCT. "LIGHT-BOX" 1 HOUR TYPE "C" FIRE RATED EXTERIOR GYP. FLATBAR STRUCTURE eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net PAINT FINISH PRE-CAST CONC. LIP, TYP. STAIR TREAD W/ STEEL ANGLE CONNECTION TO TOP SUBFLR. (FLUSH W/ ENTRY SLAB) FIRE PARTITION WALL PER PLAN STRINGERS PER STRUCT., TYP. ATTIC INTERIOR 1 HOUR ATTIC ACCESS T.O.P. 2nd LEVEL HATCH PER CODE 1 HR. ATTIC HATCH 22" X 30" MIN. R.O. 1 HR. SOFFIT, TYP. PER CODE BM. PER STRUCT. 1 HR. GLAZING 3' X 3' SKYLIGHT STEEL CHANNEL PER STRUCT. STEEL STAIR STRINGER STRINGER DETAIL PER STRUCT. -- POWDER a COAT WHITE FINISH, TYP. SCALE: 1-1/2" = 1'-0", TYP. T.O.P. 3rd FLOOR ENTRY SPACE SHOP DRAWINGS: 1 HOUR FIRE RATED ROOF/CEILIING ASSEMBLY (SEE #5 SHEET A.9) Steel stair detailing as illustrated here is preliminary. Contractor to submit shop 2X FRAMING PER STRUCT. TOP ATTIC FRAMING drawings for stairs for Architect review and approval before start of work. Where RESILIENT CHANNELS differences between architectural and structural drawings exist please call them to the 1 HOUR FIRE RATED EXTERIOR GYP. T.O.P. 3rd LEVEL attention of the Architect. PAINT FINISH ENTRY ROOF FRAMING R-49 BATT INSUL. PER STRUCT, TYP. EXTERIOR GRADE GLULAM COLS & BEAMS: All glulam columns and beams exposed to weather are to be exterior grade. Consult manufactuer for proper glulam selection for exterior grade exposure. Treat & seal all cuts & penetrations to exterior glulams per manuf. recommendations. Use neoprene washers at all bolt to glulam connections. Provide air gap and/or neoprene washer between DOOR PER PLAN & 1 concrete base and underside of glulam column. 2X BORAL TRIM SCHEDULE BEYOND, TYP. FASCIA 10' 1 HOUR FIRE RATED ROOF/CEILIING ASSEMBLY STEEL PRE-FAB. -- BEYOND FASCIA BRD. 3RD LEVEL INTERIOR RAILING SYSTEM CONT. MTL. GUTTER 2X FRAMING PER STRUCT. 8' BEYOND, TYP. BEYOND 1 HOUR FIRE RATED EXTERIOR GYP. OR HARDI BRD. PAINT FINISH 1 HOUR FIRE RATED FLOOR ASSEMBLY (SEE #GA-5 SHEET A.9-1 SIM.) STEEL STAIR STRINGER CONC. SLAB PER STRUCT. PER STRUCT. -- POWSER STRUCT. PANEL (CONFIRM MOISTURE BARRIER) COAT WHITE FINISH, TYP. FRAMING PER STRUCT. 1 HOUR FIRE RATED FLOOR ASSEMBLY 1 HOUR TYPE "C" FIRE RATED EXTERIOR GYP. (SEE DETAIL #GA-5 SHEET A.9-1) a PAINT FINISH CONC. SLAB PER STRUCT. 1 MOISTURE BARRIER GA-5 D.S. BEYOND A.9-1 APA RATED SHEATHING PER STRUCT. 1 2X FRAMING PER STRUCT. TOP SUBFLR. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 1 HOUR FIRE RATED EXTERIOR GYP. PAINT FINISH PRE-CAST CONC. STAIR TREAD W/ STEEL T.O.P. 2nd LEVEL 1'-4" VERIFY ANGLE CONNECTION TO TOP SUBFLR. (FLUSH W/ ENTRY SLAB) STRINGERS PER STRUCT., TYP. R-38 BATT INSUL. 1 HOUR FIRE RATED WALL ASSEMBLY (SEE #GA-2 SHEET A.9) STEEL STAIR STRINGER HARDI PANEL SIDING BEYOND -- PER STRUCT., TYP. 1 HR. GYPSUM SHEATHING APA RATED SHEATHING PER STRUCT. T.O.P. GROUND LEVEL 2X FRAMING PER STRUCT. R-21 BATT INSUL. GYP. BACKING BOARD 1 HR. SOFFIT, TYP. GYP. BRD. PAINT FINISH STRINGER ATTACHMENT TO BM. PER STRUCT. FLOOR FRAMING PER 2ND LEVEL INTERIOR 8' STEEL ANGLE SUPPORT STRUCT, TYP. EA. SIDE EA. TREAD PER IBC SECTION 1011 STAIRWAYS: STEEL LANDING BEYOND STRUCT, TYP. DATE: 1/10/18 STRINGER DETAIL 1011.2 Width and capacity. PER STRUCT. -- POWDER b COAT WHITE, TYP. per Exception #1: Stairways serving and occupant load of less than 50 shall have a JOB #: 1344 width of not less than 36 inches. 36 INCH DIMENSION BTWN STRINGERS PROPOSED. TITLE: STAIR SECTION & DETAIL 1011.5.2 Riser height and tread depth. Stair riser heights shall be 7 inches maximum and 4 inches minimum. Rectangular b treads shall be 11 inches minimum measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's nosing. GLULAM POST 1011.6 Stairway landings. PER STRUCT. TOP SUBFLR. There shall be a floor landing at the top and bottom of each stairway. The width of landings shall be not less than the width of stairways served. 54 INCH LANDINGS PROPOSED. PRE-FAB. STEEL RAILING SYSTEM BEYOND, TYP. T.O.P. GROUND LEVEL 1'-4" VERIFY NOTE: SEE SHEET A.10 FOR TYPICAL STAIR DETAILS PRE-CAST CONC. STAIR TREAD W/ STEEL ANGLE CONNECTION TO R-38 BATT INSUL. STRINGERS PER STRUCT., TYP. 1 STEEL STAIR STRINGER BEYOND -- PER STRUCT., TYP. GROUND LEVEL INTERIOR STEEL PLATE AT SIDE EA. 8' STRINGER FOR STAIR RAIL ATTACHMENT -- PER STRUCT. CONC. S.O.G. PER BUILDING -- "A"Permit #: BLD1820-A TYP. STRUCT. @ ENTRY, TYP. TOP SUBFLR. CONC. S.O.G. (FLUSH W/ ENTYR SLAB) c NO. REVISION DATE 1 6/5/18 CONC. S.O.G. PER CONC. FTG. STRUCT. @ ENTRY, TYP. PER STRUCT. TOP OF CONC. SLAB GROUND LEVEL STRINGER ATTACHMENT TO CONC. PER STRUCT., TYP. 1' A.17 FINISHED GRADE STRINGER DETAIL COPYRIGHT ERIC DENNY ARCHITECTURE18 OF 22 c CONT. R-10 1 RIGID INSUL. ENTRY STAIR SECTION/ELEVATION -- C-C PERMIT DRAWING SCALE: 3/4" = 1'-0" ENTRY ROOF FRAMING ENTRY ROOF FRAMING PER STRUCT, TYP. PER STRUCT, TYP. 2X FRAMING 2X FRAMING eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net PER STRUCT, TYP. PER STRUCT, TYP. BEAM + CONNECTIONS BEAM + CONNECTIONS CONT. MTL. ROOF PER STRUCT, TYP. CONT. MTL. ROOF PER STRUCT, TYP. FLASHING, TYP. FLASHING, TYP. CONT. MTL. GUTTER 1 HOUR FIRE RATED ROOF/CEILIING ASSEMBLY CONT. MTL. GUTTER 1 HOUR FIRE RATED ROOF/CEILIING ASSEMBLY BEYOND 2X FRAMING PER STRUCT. BEYOND 2X FRAMING PER STRUCT. 1 HOUR FIRE RATED EXTERIOR GYP. OR HARDI BRD. 1 HOUR FIRE RATED EXTERIOR GYP. OR HARDI BRD. PAINT FINISH PAINT FINISH 1 1 2X BORAL FASCIA 2X BORAL FASCIA BRD., TYP. BRD., TYP. BEAM PER BEAM PER STRUCT. STRUCT. D.S. BEYOND D.S. BEYOND 1 GA-5 A.9-1 1 GA-5 A.9-1 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 STEEL LANDING BEYOND STEEL LANDING BEYOND PER STRUCT. -- POWDER PER STRUCT. -- POWDER COAT WHITE, TYP. COAT WHITE, TYP. GLULAM POST BEYOND GLULAM POST BEYOND PER STRUCT. PER STRUCT. GA-5 1 A.9-1 PRE-FAB. STEEL PRE-FAB. STEEL RAILING SYSTEM RAILING SYSTEM BEYOND, TYP. BEYOND, TYP. DATE: 1/10/18 JOB #: 1344 TITLE: STAIR SECTION & DETAIL BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE CONC. FTG. CONC. FTG. PER STRUCT. PER STRUCT. 1 6/5/18 A.18 COPYRIGHT ERIC DENNY ARCHITECTURE19 OF 22 PERMIT DRAWING ENTRY STAIR SECTION/ELEVATION -- D-D ENTRY STAIR SECTION/ELEVATION -- E-E SCALE: 1" = 1'-0" 1 HOUR FIRE RATED ROOF/CEILIING ASSEMBLY -- BEYOND FASCIA BRD. 2X FRAMING PER STRUCT. 1 HOUR FIRE RATED EXTERIOR GYP. OR HARDI BRD. PAINT FINISH CONT. MTL. ROOF FLASHING, TYP. eric dennyARCHITECTURE 3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net CONT. MTL. GUTTER BEYOND 2X BORAL FASCIA BRD., TYP. CROSS BRACING & ATTACHMENT PER STRUCT., TYP. MTL. D.S., TYP. LANDING BEYOND, TYP. LANDING BEYOND, TYP. 1 GA-5 A.9-1 PRE-FAB. STEEL PRE-FAB. STEEL RAILING BEYOND, TYP. RAILING BEYOND, TYP. 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 PRE-FAB. STEEL RAILING SYSTEM , TYP. 1 1 HOUR FIRE RATED FLOOR ASSEMBLY (SEE #GA-5 SHEET A.9-1 SIM.) GLU-LAM POST PER DATE: 1/10/18 STRUCT, TYP. CONC. SLAB PER STRUCT. JOB #: 1344 STRUCT. PANEL (CONFIRM MOISTURE BARRIER) GLU-LAM POST PER FRAMING PER STRUCT. TITLE: STAIR SECTION & DETAIL STRUCT, TYP. 1 HOUR FIRE RATED EXTERIOR GYP. 1 PAINT FINISH GA-5 A.9-1 STEEL LANDING SUPPORT PER STRUCT., TYP. STEEL LANDING SUPPORT PER STRUCT., TYP. CONC. FTG. & ATTACHMENT CONC. FTG. & ATTACHMENT PER STRUCT. TYP. PER STRUCT. TYP. 1 HOUR FIRE RATED FLOOR ASSEMBLY (SEE #GA-5 SHEET A.9-1 SIM.) CONC. SLAB PER STRUCT. STRUCT. PANEL (CONFIRM MOISTURE BARRIER) FRAMING PER STRUCT. S.O.G. ENTRY LANDING S.O.G. ENTRY LANDING 1 HOUR FIRE RATED EXTERIOR GYP. BEYOND -- PER STRUCT, TYP. BEYOND -- PER STRUCT, TYP. PAINT FINISH 1 BUILDING -- "A"Permit #: BLD1820-A NO. REVISION DATE 1 6/5/18 A.19 ENTRY STAIR SECTION/ELEVATION -- F-F ENTRY STAIR ELEVATION, TYPICAL COPYRIGHT ERIC DENNY ARCHITECTURE20 OF 22 SCALE: 3/4" = 1'-0" PERMIT DRAWING FLATBAR LIP, TYP. TOP OF CONC. LANDING STEEL STAIR STRINGER CONNECTIONS ARE CONCEPTUAL, TYP. eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net W/ PRE-FAB CONC. -- REFER TO STRUCTURAL FOR TREADS, TYP. ACTUAL CONNECTION SIZES, BOLTING PRE-FAB RAIL & WELDING, TYP. (WHERE DISCREPANCIES POST, TYP. BTWN ARCH. & STRUCT. ARE FOUND CONSULT ARCHITECT) STEEL CHANNEL CUT-AWAY TO SHOW BEAM PER STRUCT, TYP. STAIR LANDING DETAILS AT FLOOR LEVELS SCALE: N.T.S. STAIR LANDING AT FLOOR LEVELS, TYP. LANDING (ABOVE) DOWN UP 1 1 LINE OF LANDING ABOVE STEEL LANDING CHANNEL PER STRUCT., TYP. (TOP OF LINE OF CONC. S.O.G CONC. & TOP OF CHANNEL TO WALKWAY BELOW BE FLUSCH) SHOP DRAWINGS: Steel stair detailing as illustrated here is preliminary. Contractor to submit shop CONC. ENTRY WALK drawings for stairs for Architect review and approval before start of work. Where 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 differences between architectural and structural drawings exist please call them to the SUPPORT BEAM attention of the Architect. PER STRUCT. BEYOND, TYP. 5" MIN. GAP, TYP. 5" MIN. GAP, TYP. GLU-LAM P0ST PER GLU-LAM P0ST PER STRUCT., TYP. STRUCT., TYP. INTERMEDIATE STAIR LANDING MID LEVEL LANDING E E C DATE: 1/10/18 JOB #: 1344 1 HOUR FIRE RATED FLOOR ASSEMBLY PRE-FAB. STEEL RAILING SYSTEM -- 1 HOUR FIRE RATED FLOOR ASSEMBLY PRE-FAB. STEEL RAILING SYSTEM -- (SEE #GA-4 SHEET A.9 SIM.) TITLE: STAIR LANDING DETAIL POSTS FACE MOUTED TO PRE-SET STEEL (SEE #GA-4 SHEET A.9 SIM.) POSTS FACE MOUTED TO PRE-SET STEEL CONC. SLAB PER STRUCT. PLATES WELDED TO STRINGERS PER CONC. SLAB PER STRUCT. PLATES WELDED TO STRINGERS PER E D STEEL LANDING CHANNEL STEEL LANDING CHANNEL STRUCT. PANEL (CONFIRM MOISTURE BARRIER) STRUCT., TYP. STRUCT. PANEL (CONFIRM MOISTURE BARRIER) STRUCT., TYP. PER STRUCT., TYP. (TOP OF CONC. & PER STRUCT., TYP. (TOP OF CONC. & FRAMING PER STRUCT. FRAMING PER STRUCT. TOP OF CHANNEL TO BE FLUSH) TOP OF CHANNEL TO BE FLUSH) 1 HOUR FIRE RATED EXTERIOR GYP. 1 HOUR FIRE RATED EXTERIOR GYP. PAINT FINISH PAINT FINISH ENTRY STAIR PLAN (CONNECTION TO BUILDING LANDING ABOVE) ENTRY STAIR PLAN (CONNECTION TO BUILDING LANDING BELOW) SCALE: 3/4" = 1'-0" TOP OF CONC. LANDING BUILDING -- "A"Permit #: BLD1820-A STEEL STAIR STRINGER W/ PRE-FAB CONC. NO. REVISION DATE TREADS, TYP. 1 6/5/18 GLULAM COL. PER STRUCT., TYP. PRE-FAB RAIL GLULAM COL. POST, TYP. PER STRUCT., TYP. A.20 CONNECTIONS ARE CONCEPTUAL, TYP. -- REFER TO STRUCTURAL FOR INTERMEDIATE STAIR LANDING DETAILS COPYRIGHT ERIC DENNY ARCHITECTURE21OF 22 ACTUAL CONNECTION SIZES, BOLTING SCALE: N.T.S. & WELDING, TYP. (WHERE DISCREPANCIES BTWN ARCH. & STRUCT. ARE FOUND CONSULT ARCHITECT) PERMIT DRAWING 1 HOUR ROOF CONSTRUCTION 1 PER DETAIL #GA-3 SHEET A.9-1 AIR COMP. SHINGLE ROOFING (CONFIRM COLOR, YEAR, ETC.) 30# MIN. BITUMINOUS ROOFING FELT SHEATHING PER STRUCT PRE-MANUF. TRUSSES (DESIGN BY OTHER) 1 HOUR ROOF CONSTRUCTION PRE-MANUF. ROOF TRUSS NOTES: R-49 BATT INSUL AT ATTIC PER DETAIL #GA-3 SHEET A.9-1 CONT. RIDGE 1 1/2" GYP BOARD + LOW PERM PAINT COMP. SHINGLE ROOFING (CONFIRM COLOR, YEAR, ETC.) VENT, TYP. 30# MIN. BITUMINOUS ROOFING FELT AIR ROOF FRAMING IS TO BE PRE-MANUFACTURED ROOF TRUSS AIR SHEATHING PER STRUCT SYSTEM DESIGNED BY OTHER. PRE-MANUF. TRUSSES (DESIGN BY OTHER) SEE PRE-MANUFACTURED ROOF TRUSS DRAWING PACKAGE R-49 BATT INSUL AT ATTIC FOR ROOF TRUSS DESIGN AND HARDWARE CONNECTORS 1/2" GYP BOARD + LOW PERM PAINT VERIFY THAT THE TRUSSES FOR THE ATTIC DRAFTSTOPS IS CONT. MTL. DESIGNED TO MEET THE NAILING PATTERN AS STATED BY THE FLASHING ENGINEER. AIR MTL. GUTTER VERIFY ATTIC ACCESS LOCATIONS ARE PER PLAN AND TO CODE eric dennyARCHITECTURE3726 Meridian Ave. N. Seattle, Wa. 98103p: 206.679.8025eadenny@comcast.net & D.S. AIR AIR CONFIRM LOCATIONS OF ATTIC DRAFTSTOPS WITH PROJECT AIR STRUCTURAL ENGINEERING DRAWINGS. INTERIOR 2x BORAL TRIM FASCIA BOARD BEYOND 1 HOUR ROOF CONSTRUCTION AIR EAVE VENTING DETAIL PER DETAIL #GA-3 SHEET A.9 3 COMP. SHINGLE ROOFING (CONFIRM COLOR, YEAR, ETC.) 30# MIN. ROOFING FELT RIDGE VENTING DETAIL SHEATHING PER STRUCT 2 PRE-MANUF. TRUSSES (DESIGN BY OTHER) SCALE: 1-1/2" = 1'-0", TYP. R-49 BATT INSUL AT ATTIC 1/2" GYP BOARD + LOW PERM PAINT PROVIDE CONT. BUG SCREEN EACH VENT. AIR VENTED RAIN SCREEN PROVIDE CONT. WALL TO RIDGE VENT, TYP. 1 SIDING -- CONT. VERTICAL SEE VENT CALCS. SHEET A.2 VENT W/ BUG BLOCK TOP ROOF CONSTRUCTION & BOTTOM, TYP. PER DETAIL #GA-3 SHEET A.9 CONT. MTL. COMP. SHINGLE ROOFING (CONFIRM COLOR, YEAR, ETC.) FLASHING 30# MIN. BITUMINOUS ROOFING FELT SHEATHING PER STRUCT PRE-MANUF. TRUSSES (DESIGN BY OTHER) MTL. GUTTER OUTRIGGERS PER & D.S. AIR STRUCT. TYP. R-49 BATT INSUL AT ATTIC CONT. RIDGE 1/2" GYP BOARD + LOW PERM PAINT AIR VENT, TYP. CONT. MTL. AIR FLASH, TYP. 2x BORAL TRIM FASCIA BOARD BEYOND 1 HOUR EXTERIOR WALL CONSTRUCTION PER DETAIL #GA-2 SHEET A.9-1 FOR ADDITIONAL INFORMATION OF RAIN SCREEN 2x BORAL TRIM FASCIA HARDI SIDING PER ELEVATIONS CONSTRUCTION DETAILING SEE TYPICAL RAIN SCREEN BOARD BEYOND 7/16" VERTICAL FURING STRIP FOR VENT SPACE DETAILS SHEET A.16 AT 16" O.C. ATTIC (VENTED) COR-A-VENT SV-3 INSECT BLOCK BTWN. FURRING VENTED ATTIC WATER RESIST BARRIER (TYVEC) AIR GYPSUM SHEATHING (SUCH AS DENSGLASS) GABLE END VENT @ APA RATED SHEATHING PER STRUCTURAL ELEVATION SPECIFIED R-21 BATT INSUL. LOCATIONS ONLY, TYP. 2 X'S PER STRUCTURAL WATER RESIST GYPSUM BACKING BRD 5/8" TYPE X GYPSUM WALLBOARD LOW PERM. PAINT PER SPEC 4X WALL FURRING CAP AIR 1 HOUR EXTERIOR WALL CONSTRUCTION + CONT. MTL. FLASH, TYP. PER DETAIL #GA-2 SHEET A.9-1 HARDI SIDING PER ELEVATIONS 7/16" VERTICAL FURING STRIP FOR VENT SPACE AT 16" O.C. AIR COR-A-VENT SV-3 INSECT BLOCK BTWN. FURRING GABLE END VENT DETAIL WATER RESIST BARRIER (TYVEC) 5 (AT LOCATIONS SHOWN ON BUILDING ELEVATIONS ONLY) GYPSUM SHEATHING (SUCH AS DENSGLASS) 1 APA RATED SHEATHING PER STRUCTURAL 31st Avenue Apartments18321 31st Avenue NE Arlington WA. 98223 R-21 BATT INSUL. 2 X'S PER STRUCTURAL WATER RESIST GYPSUM BACKING BRD VENTED RAIN SCREEN 5/8" TYPE X GYPSUM WALLBOARD 2X6 WALL FURRING SIDING -- CONT. VERTICAL LOW PERM. PAINT PER SPEC PER PLAN, TYP. VENT W/ BUG BLOCK TOP WALL SECTION DETAIL & BOTTOM, TYP. 4 1 1 AIR 1 WDW. HDR. PER STRUCT -- AIR AIR 1 HOUR EXTERIOR WALL CONSTRUCTION R-10 MIN. INSUL. TYP. PER DETAIL #GA-2 SHEET A.9-1 HARDI SIDING PER ELEVATIONS 7/16" VERTICAL FURING STRIP FOR VENT SPACE 1 HOUR EXTERIOR WALL CONSTRUCTION 1 HOUR EXTERIOR WALL CONSTRUCTION PER DETAIL #GA-2 SHEET A.9-1 AT 16" O.C. PER DETAIL #GA-2 SHEET A.9-1 HARDI SIDING PER ELEVATIONS COR-A-VENT SV-3 INSECT BLOCK BTWN. FURRING WDW. PER SCHEDULE HARDI SIDING PER ELEVATIONS 7/16" VERTICAL FURING STRIP FOR VENT SPACE WATER RESIST BARRIER (TYVEC) SHEET A.22, TYP. 7/16" VERTICAL FURING STRIP FOR VENT SPACE AT 16" O.C. GYPSUM SHEATHING (SUCH AS DENSGLASS) AT 16" O.C. COR-A-VENT SV-3 INSECT BLOCK BTWN. FURRING APA RATED SHEATHING PER STRUCTURAL COR-A-VENT SV-3 INSECT BLOCK BTWN. FURRING WATER RESIST BARRIER (TYVEC) R-21 BATT INSUL. WATER RESIST BARRIER (TYVEC) GYPSUM SHEATHING (SUCH AS DENSGLASS) 2 X'S PER STRUCTURAL GYPSUM SHEATHING (SUCH AS DENSGLASS) 2 X 6 FURRING PER STRUCTURAL DATE: 1/10/18 WATER RESIST GYPSUM BACKING BRD APA RATED SHEATHING PER STRUCTURAL APA RATED SHEATHING PER STRUCTURAL 5/8" TYPE X GYPSUM WALLBOARD JOB #: 1344 R-21 BATT INSUL. R-21 BATT INSUL. LOW PERM. PAINT PER SPEC 2 X'S PER STRUCTURAL 2 X'S PER STRUCTURAL BORAL BRAND VERSETTA TITLE: DETAILS AIR HOLD-DOWN STONE SIDING. INSTALL WATER RESIST GYPSUM BACKING BRD WATER RESIST GYPSUM BACKING BRD CONC. FLOOR CONSTRUCTION PER STRUCT. CONC. FLOOR CONSTRUCTION PER MANUF. REC., TYP. CONC. FLOOR CONSTRUCTION 5/8" TYPE X GYPSUM WALLBOARD 5/8" TYPE X GYPSUM WALLBOARD LOW PERM. PAINT PER SPEC FIN. FLR. PER PLAN LOW PERM. PAINT PER SPEC TYP. FIN. FLR. PER PLAN FIN. FLR. PER PLAN MOISTURE BARRIER MOISTURE BARRIER MOISTURE BARRIER REINFORCED CONC. SLAB PER STURCTURAL REINFORCED CONC. SLAB PER STURCTURAL REINFORCED CONC. SLAB PER STURCTURAL HOLD-DOWN R-10 CLOSED CELL RIGID INSULATION (ENTIRE SLAB) R-10 CLOSED CELL RIGID INSULATION (ENTIRE SLAB) HOLD-DOWN R-10 CLOSED CELL RIGID INSULATION (ENTIRE SLAB) PER STRUCT. TYP. BITUMINOUS CONCRETE RATED MOISTURE BARRIER BITUMINOUS CONCRETE RATED MOISTURE BARRIER PER STRUCT. TYP. BITUMINOUS CONCRETE RATED MOISTURE BARRIER EXPANSION GRAVEL BED PER GEOTECH REPORT AIR VENTED RAIN SCREEN EXPANSION GRAVEL BED PER GEOTECH REPORT EXPANSION GRAVEL BED PER GEOTECH REPORT "Z" MTL. FLASH JOINT SIDING -- CONT. VERTICAL JOINT "Z" MTL. FLASH JOINT VENT W/ BUG BLOCK TOP CONT. AT FND. EDGE "Z" MTL. FLASH CONT. AT FND. EDGE & BOTTOM, TYP. CONT. AT FND. EDGE SLOPE FIN. GRADE SLOPE FIN. GRADE AWAY FROM BLDG., TYP. typ. typ. AIR AWAY FROM BLDG., TYP. typ. AIR 6" min.,AIR 6" min., 6" min., DOWNSPOUT DOWNSPOUT DOWNSPOUT DRAIN -- CONNECT TO DRAIN -- CONNECT TO DRAIN -- CONNECT TO STORM SEWER PER STORM SEWER PER STORM SEWER PER CIVIL ENG. DWGS, TYP. CIVIL ENG. DWGS, TYP. CIVIL ENG. DWGS, TYP. EMULSION DAMP-PROOFING EMULSION DAMP-PROOFING EMULSION DAMP-PROOFING -- CONT. PAINT OR SPRAY ON -- CONT. PAINT OR SPRAY ON -- CONT. PAINT OR SPRAY ON APPLICATION TO FND. WALL, TYP. APPLICATION TO FND. WALL, TYP. APPLICATION TO FND. WALL, TYP. 4" PERF. DRAIN 4" PERF. DRAIN 4" PERF. DRAIN BUILDING -- "A"Permit #: BLD1820-A IN FREE DRAIN IN FREE DRAIN IN FREE DRAIN GRAVEL + FILTER GRAVEL + FILTER GRAVEL + FILTER FABRIC, TYP. FABRIC, TYP. FABRIC, TYP. NO. REVISION DATE NOTE: See project geotechnical report of 5.25.2017 NOTE: See project geotechnical report of 5.25.2017 by GeoTest Services Inc. for information on structural by GeoTest Services Inc. for information on structural 1 6/5/18 fill, backfill, use of native soil, etc. Geotechnical fill, backfill, use of native soil, etc. Geotechnical engineer to monitor ALL grading activities for the project. engineer to monitor ALL grading activities for the project. CONC FTG. PER STRUCT -- CONC FTG. PER STRUCT -- CONC FTG. PER STRUCT -- 1'-6" BELOW FROST LINE, 1'-6" BELOW FROST LINE, 1'-6" BELOW FROST LINE, TYP. TYP. TYP. A.21 COPYRIGHT ERIC DENNY ARCHITECTURE22 OF 22 FOUNDATION DETAIL FOUNDATION DETAIL (@ FURRED EXTERIOR WALL) FOUNDATION DETAIL (@ STONE SIDING) 6 7 8 PERMIT DRAWING Inspection Results by Permit Number Permit Number: BLD-1820 New Commercial 18321 31st Ave NE, Arlington, WA 98223 Inspection Step Inspection Type Inspection Description Inspector Date Inspections 1st Floor Above Scott Dorrance 03/01/2021 Ceiling Mechanical Inspections 2nd Floor Above Scott Dorrance 03/01/2021 Ceiling Mechanical Inspections 3rd Floor Above Scott Dorrance 03/01/2021 Ceiling Mechanical Inspections 3rd Floor Rough Scott Dorrance 02/11/2021 Mechanical Inspections 2nd Floor Rough Scott Dorrance 02/11/2021 Mechanical Inspections 1st Floor Rough Scott Dorrance 02/11/2021 Mechanical Inspections 1st Floor Rough Scott Dorrance 01/06/2021 Mechanical Inspections 2nd Floor Rough Scott Dorrance 01/06/2021 Mechanical Inspections 3rd Floor Above Scott Dorrance 01/06/2021 Ceiling Mechanical Inspections 1st Floor Drop Ceiling Scott Dorrance 01/06/2021 Frame Inspections 2nd Floor Drop Scott Dorrance 01/06/2021 Ceiling Frame Inspections 3rd Floor Drop Ceiling Scott Dorrance 01/06/2021 Frame Inspections 3rd Floor Drywall Cont. Scott Dorrance 01/04/2021 Inspections 1st Floor Drywall Cont. Scott Dorrance 01/04/2021 Inspections 2nd Floor Drywall Cont. Scott Dorrance 01/04/2021 Inspections 2nd Floor Drywall Cont. Scott Dorrance 12/31/2020 Inspections 1st Floor Drywall Cont. Scott Dorrance 12/31/2020 Inspections 3rd Floor Drywall Cont. Scott Dorrance 12/31/2020 Inspections 3rd Floor Drywall Cont. Scott Dorrance 12/21/2020 Inspections 1st Floor Drywall Cont. Scott Dorrance 12/21/2020 Inspections 2nd Floor Drywall Cont. Scott Dorrance 12/21/2020 Inspections 3rd Floor Insulation Scott Dorrance 12/21/2020 Inspections 2nd Floor Insulation Scott Dorrance 12/21/2020 Inspections 1st Floor Insulation Scott Dorrance 12/12/2020 Inspections 1st Floor Shear Wall Scott Dorrance 12/12/2020 Inspections 2nd Floor Shear Wall Scott Dorrance 12/12/2020 Inspections 3rd Floor Shear Wall Scott Dorrance 12/12/2020 Inspections Consultation Scott Dorrance 12/12/2020 Inspections Insulation Scott Dorrance 12/10/2020 Inspections 1st Floor Energy Scott Dorrance 12/10/2020 Rough Inspections 2nd Floor Energy Scott Dorrance 12/10/2020 Rough Inspections 3rd Floor Energy Scott Dorrance 12/10/2020 Rough Inspections Rough Frame Roof Sheathing Scott Dorrance 12/07/2020 Inspections 3rd Floor Fire Scott Dorrance 12/07/2020 Stopping Inspections 3rd Floor Rough Scott Dorrance 12/07/2020 Frame Inspections 2nd Floor Fire Scott Dorrance 12/07/2020 Stopping Inspections 2nd Floor Rough Scott Dorrance 12/07/2020 Frame Inspections 1st Floor Fire Scott Dorrance 12/07/2020 Stopping Inspections 1st Floor Rough Scott Dorrance 12/07/2020 Frame Inspections 1st Floor Rough Scott Dorrance 11/25/2020 Frame Inspections 2nd Floor Rough Scott Dorrance 11/25/2020 Frame Inspections 1st Floor Shear Wall Scott Dorrance 11/25/2020 Inspections 2nd Floor Shear Wall Scott Dorrance 11/25/2020 Inspections 3rd Floor Rough Scott Dorrance 11/25/2020 Frame Inspections 3rd Floor Shear Wall Scott Dorrance 11/25/2020 Inspections 3rd Floor Drywall Scott Dorrance 11/09/2020 Inspections 2nd Floor Drywall Scott Dorrance 11/09/2020 Inspections 1st Floor Drywall Scott Dorrance 11/09/2020 Inspections 1st Floor Drywall Scott Dorrance 11/06/2020 Inspections 2nd Floor Drywall Scott Dorrance 11/06/2020 Inspections 3rd Floor Drywall Scott Dorrance 11/06/2020 Inspections 3rd Floor Rough Scott Dorrance 10/19/2020 Plumbing Inspections 1st Floor Rough Scott Dorrance 10/19/2020 Plumbing Inspections 2nd Floor Rough Scott Dorrance 10/19/2020 Plumbing Inspections Rough Frame Roof Sheathing Scott Dorrance 10/12/2020 Inspections Footings Cont. Scott Dorrance 10/12/2020 Inspections Rough Frame Exterior Shear Scott Dorrance 10/06/2020 Inspections Slab Christina Humphrey 08/19/2020 Inspections Underground Christina Humphrey 08/12/2020 Plumbing Inspections Foundation Scott Dorrance 07/29/2020 Reinforcing Inspections Footings Scott Dorrance 07/23/2020 Inspections 61 Total Inspections: 61 Result Notes Passed Passed Passed Passed Passed Passed Passed Passed Passed Passed Passed Passed Passed Passed Passed Partial Pass 12/31/2020 (Scott Dorrance) Recall back in for a fix on but joints and re-nailing a party walls Partial Pass 12/31/2020 (Scott Dorrance) Recall back in for fixing but joints and nailing party walls Partial Pass 12/31/2020 (Scott Dorrance) Recall back in for 16 but joints in retailing party walls Partial Pass 12/21/2020 (Scott Dorrance) Floor ceiling and unit separation one hour nailing and correct regular petitions OK to tape Partial Pass 12/21/2020 (Scott Dorrance) Floor ceiling and dwelling one hour separation nailing incorrect Partial Pass 12/21/2020 (Scott Dorrance) Floor ceiling and unit separation one hour nailing in correct Passed Passed Passed Passed Passed Passed Passed 12/12/2020 (Scott Dorrance) Needed to review fire rated floor ceiling and fire rated ceiling roof areas and channel layout Passed Passed Passed Passed Passed Passed Passed Passed Passed Passed Passed Failed - Code 11/25/2020 (Scott Dorrance) Missing air seal Violation and fire stopping Failed - Code 11/25/2020 (Scott Dorrance) Missing air seal Violation and fire stopping Passed Passed Failed - Code 11/25/2020 (Scott Dorrance) Missing air seal Violation on fire stopping Passed Passed Passed Passed Failed - Code Violation Failed - Code Violation Failed - Code 11/06/2020 (Scott Dorrance) All floors sale Violation for pre-rock tubs sheet rock not nailed per plan Passed Passed Passed Partial Pass 10/12/2020 (Scott Dorrance) Third-floor sheer approved Partial Pass 10/12/2020 (Scott Dorrance) Pierres for stairs approved Passed Passed 08/19/2020 (Christina Humphrey) Also verified slab insulation Passed 08/12/2020 (Christina Humphrey) Verified piping and test Passed Passed Permit #: 1820 Permit Date: 02/02/18 Permit Type: MULTI-FAMILY Project Name: The Landing at Smokey Point Applicant Name: MTT Holdings Applicant Address: 16000 Christensen Road, Suite 150 Applicant, City, State, Zip: Seattle, WA 98188 Contact: Debra Purcell Phone: 360-551-2282 Email: debra@mttholdings.com; robert@mttholdings.com Scope of Work: Multi-Family Valuation: 842580.00 Square Feet: 7177 Number of Stories: 3 Construction Type: VA Occupancy Group: R-2; Residential ID Code: Permit Issued: 07/15/2020 Permit Expires: 01/11/2021 Form Permit Type: Status: COMPLETE Assigned To: Property Parcel # Address Legal Description Owner Name Owner Phone Zoning 126 MULTI- 00472500000804 18321 31ST AVE NE, #A MTT HOLDINGS FAMILY MKT Contractors Contractor Primary Contact Phone Address Contractor Type License License # PMB 519, 26910 CONSTRUCTION Labor & Lawson and Sons, LLC 425-877-4125 92nd Avenue NE, LAWSOSL855MZ CONTRACTOR Industries Suite 5C Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C20. BUILDING 08/27/2021 Final inspection 08/30/2021 09/01/2021 BUILDING Approved FINAL 03/23/2021 Inspection Light pole footing 03/23/2021 03/23/2021 SafeBuilt Approved Fire riser pressure test approval FS07. FIRE 12/11/2020 BLDG A 205psi 12/11/2020 12/11/2020 BUILDING Approved SPRINKLER FINAL BLDG B 215psi BLDG C 211psi Corrections - FS07. FIRE Install fire extinguishers as 04/21/2022 04/21/2022 FIRE Needs SPRINKLER FINAL per Section 906 of 2018 IFC reinspection Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL 02/06/2018 *Not Assigned BUILDING Fees Fee Description Notes Amount Building Plan Review Table 4-2 $15,558.68 Processing/Technology $25.00 Traffic Mitigation - SF Single Family $14,862.70 65 mitigation in lieu of Tree Mitigation $2,112.50 planting @32.50 per tree Park - Community MF Multi-family $17,964.00 State Surcharge - add'l DU Residential Additional Units $22.00 State Surcharge - 1st DU Residential - 1st Unit $6.50 Building Permit Table 4-1 $7,186.61 Total $57,737.99 Attached Letters Date Letter Description 11/19/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 02/02/2018 4B Partners Inc. Check #5450 Kristin Foster $15,558.68 07/15/2020 MTT Construction 16137 Raelynn Jones $42,179.31 Outstanding Balance $0.00 Notes Date Note Created By: 09/08/2021 Temp CO emailed to applicant. Raelynn Jones 08/03/2020 Robert (Bob) Rex 805-368-9466 robert@mttholdings.com Kristin Foster 11/13/2019 (6) 2 bed/ (6) 1 bed Launa Black Lakewood School District Impact Fees: (6) 2 bed units @ $396.00 each = $2,376.00 Total of Buildings A, B & C = $8,316.00 11/13/2019 Launa Black A receipt must be provided by Lakewood prior to issuing building permits. 11/21/2019 Receipt #303345 received. Check for $15,558.68 was applied all to plan review. It is credited as follows: 08/21/2018 BLD1820 - A $4,671.30 Launa Black BLD1825 - B $4,419.26 BLD1826 - C $6,468.12 06/05/2018 Resubmittal sent to Safebuilt Launa Black 02/07/2018 Master Permit. Kristin Foster Uploaded Files Date File Name 09/24/2021 9760611-1820_IC 12.11.2020.pdf 09/24/2021 9760612-1820_IC 3.23.2021.pdf 07/15/2020 6983314-1820_Issued Permit.pdf 06/09/2018 3594452-CORRECT SUBMIT(BLDG-A)_6-5-18.pdf 06/09/2018 3594450-BLDG-A-ENERGY WORKSHEETS_1-29-18.pdf 06/09/2018 3594451-Cor-Ltr(BUILDING-A)_3-28-18.pdf 06/09/2018 3594447-BLD1820-A_calcs_Building_R.pdf 06/09/2018 3594448-BLD1820-A-Plans.pdf 06/09/2018 3594449-BLD1820-A Permit Response.pdf 03/03/2018 3123883-COA_31st Apartments Building Comment Letter 3-3-2018.pdf 02/06/2018 3016657-31st_BLDG-A-ENERGY WORKSHEETS_1-29-18.pdf 02/06/2018 3016658-31st_BLDG-B-ENERGY WORKSHEETS_1-29-18.pdf 02/06/2018 3016651-31st_BLDG-C-ENERGY WORKSHEETS_1-29-18.pdf 02/06/2018 3016652-31st_Commercial_Application_Packet_D1T1JUNdwxrwVV.pdf 02/06/2018 3016656-31st_articlesofinc20161221_14321177.pdf