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Home My WebLink About128 W Burke Ave Unit 4 Unit 5_BLD600_2025 -..., .. -1c:...... _ 7821 - 168thAve. N.E. 1'1IITCHELL ENGINEERING INC. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@comcast.net Received MAR 02 2015 Â¥JU) (.,oo PROJECT_____,, __ /-)_. ,_(),_.A_Â· _. --r-:---- SHEET NO. J / OF 2 ~ PREPARED BYf f;jâ€¢t--4 ??~-' hJ./{Â£J:-,4 o/C-/48 21 /.5 SUBJECT ~ f~ JOBNO. ~-- DATE / / ~ ' l 7821 - 168thAve. N.E. MITCHELL ENGINEERING INC. Redmond, WA 98052 (425) 747-1500 rnitchellengineeringinc@comcast.net LAT~AL Di 0t4~ {~!lb ~)A _; Vv f ._J J ~ -- a ;C k'n ;,i..l. ;L. ~ Â°" ( 0 I ,,j /t1 F'I iJ Th '711-i ;-l ) 1.) 11:tiGt'c. fv1t-1d sf?u:d - B,5t1PJ..I f 1of,/f7;.J/4t:r) 2) J:;-lffe,o/AJc,1:.. f'.A:::72,J!- (:r) Â· J, o 3) /:f ~;./P--h \If:, 1 4) 'l/ fbfl.- AGCs 7-10 f'nztJ~t. &,2 ) 5) kr~ /412- 5~7iqJ 2<.P ,s / 142 -- lo h' /. 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SHEET NO f Â· OF , DATE 1/21/JS SUBJECT JOBNO. 075-111e 7821-168thAve. N.E. MITCHELL ENGINEERING INC. Redmond, WA 98052 (425) 747-1500 mitchellenginee1inginc@comcast.net ~~ 1t. /2<f1 //~2 4CJÂ¥- r-i~i.- :r 97.;;, 4c.) "'"-IQ'.: 4~0 7?4-j.2 (1~f If.All bqo.=; I 2u 1 :-- J46 /tr- /; ,~ fJ'--' I; /4;:_fEr SMiG Âµ 1~ c.Jr12 J. G;:::,.b,. /2~ <J J/fJ!/!4jl, I._ - 4~; /.r .. '~ /!/ !Bt -f-~ C;o- ,#-S,,; '2S '=_ 17.!:.teJ:--- n-iJ ----- PROJECT ~_- SHEETNO. i;{30F_ DATE_----:c_.._____ SUBJECT JOB NO. 0/ !5,/~ 7821 - 168thAve. N.E. MITCHELL ENGINEERING INC. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@comcast.net _!stk ~q-J,- ~ 0 JI~ /tJt. ) I J Jl/1Jid'b ':f1 - /~1, IE-'Â· )24-a. 7 - 4~2-14-2 ~ - /~ l' ~~ I â€¢ :!54~~/ .?2 - /0 3 Â· ff__&:; lru- /J.J/)6 I~ 27u,l/7-J~-11 ... ~ c. NA,J;u. 1 (!Jp;!td~ ~ / b â€¢ 'J;?.4,_, -/, IV:, ;,( I s' :./:;4s;.f ;L., - 34 ,.,.1/.5 ~ - 54~ + I 2 3 ~ ~~ ( ~ 1~f~/:jl ~ 174---lj-c..,, '5/v- ~7~+ /2~.; te= 1r4oj7$ -117--/f-'-' C! LcNc.1Â£, L tv'~ (!_tÂµ;,.,/5,; ?je, , :J4sofl2.'i.,, I~ -JJ~c.,-4~,/1-2-. Jf-, - ~ c:Yk-J '-/-/ 2. 'tJ'- 3'"' .:; / 2//w.:J 4 o/- 2c,4.- tf.4 f/v~ 4s~ -rl2i~ ts~. ~.;;, Z7- 23,4 .. 4 PREPARED BY I UJ PROJECT __ __.(2;'--~-~--Â· Â·_ SHEETNO. /4 OF DATE l/2.J 1/13 SUBJECT JOB NO. 0 /S--/l!:i ~ -< ~ l=l N C/l ~ ~ Â·- r.. .... 0 0 0. 0 ti") 0 ~ ~ ~ .- ,......, 0 N 0 V) ~ I --...; 0 < s - -- 01 M -sj- tr, C,:) ,........ ~ ~ 0 ~ ,..::i ~ -< w _J ::, 0 UJ :I: u ell (I) .5 "'O C.'l ctl 0'.l ct) C,'l Cl'.l '-' -e (l) <1) <L) <!) <U <l) 'cj ..J 0 ~ > ;,.; ;,.; ~ ~ >, = I s """ I"". ~ .- $ s I!.) cc gÂ· .... 4~ ~ ...__ - - ~ \0 = ,:;t- = M 0l = M = M < .-:: Q.~ w C 0 v) ;;.., :I: :-:: - . .(I) -- ~ z "' "'O ...... - ... ,....... N N ,......, C'-1 ...... N N 04 ,...... C/2 - - "' ~ = = = "O \0 -.::i" M N M N ~ <D C ..0 ~ 0.. Â·- = -::.1 u ,., -~ -c:l u "Ci v -;::; C z co 00 co co co co 0 Cf.l ..... c:: 'u t:; ::; := <8 0 ;.. - -- - -.... ~ ~ ~ \0 -s:i'" M C'1 M N u.i ""' ~ .Â§ ...... l ...... I ...... I ...... 1 N I 0l 1 en ~ t=J...; /:2., /:2., ~ P-, ~ ~ STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE "WITH THE 2012 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF-------------------25PSF FLOOR-----------------40PSF LATERAL vVIND------------------EXPOSURE B, 85MPH/l 10MPH(ULT) SEISMIC--------------SITE CLASS D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOvV ADJACENT EXTERIOR GRADE. CAST-IN-PLACE CONCRETE: F'c=2500 PSI@28 DAYS. MINIMUM 5-1/2 SACKS OF CENIENT PER CUBIC YARD OF CONCRETE AND MAXINfUM OF 6-3/4 GALLONS OF vVATERPER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. Nifu"'TINITJM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF vVORKPERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORL\1 TO BUILDING CODE REQUIRENIENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, DOvVELS, ANCHOR BOLTS, Al"TD OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION vV ALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SP ACING OF 2 FEET ON CENTER. MINllVfUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED vVITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVAl'TIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORL\1TO ASTMA653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE-RETARD ANT TREATED vVOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (G185), STAINLESS STEEL, OR SHALL ivffiET ASTM 153 REQUIREMENTS PER IBC. SECTION 2304.9.5 AND IRC SECTION 317.3.1 REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORL\1Al"TCE vVITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE Al'TD THE MAL'TTJAL OF ST AND ARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615 GRADE 40 FOR #5 Al'TD SMALLER REINFORCEivIENT Al'TD GRADE FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD "WITH A MINIMUM RADIUS OF 6 BAR DIA1YIETERS (1 '-7" MINIMUM). CORNER BARS (2 '-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTE OTHERWISE ON THE DRA 'WINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR vVEATHER: #6 THROUGH #18 BARS 2 INCHES #5 BAR AND SMALLER 1-1/2 INCHES STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORJ.v! TO ASTM A36, fy=36000PSI. ALL vVELDING SHALL BE IN CONFORMANCE vVITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED vVELDERS. STRUCTURAL TilVIBER: ALL LUi\!IBER SHALL CONFORM TO vVvVP A GRADING RULES FOR vVESTERL'\T LUMBER, LATEST EDITION. PROVIDE CUT vVASHERS UNDER ALL NUTS AND -- BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT "WITH CONCRETE SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X FLOOR JOIST HEM-FIR#2--------:----------Fb=8 5 0 PSI 2X ROOF RAFTERS HEM-FIR#2------------------Fb=85 0 PSI 4XBEAMS DOUG-FIR/LARCH #2----Fb=850PSI 6XBEAMS DOUG-FIR/LARCH #2----Fb=850PSI LUMBER NOT NOTED HEM-FIR #2------------------Fb=850 PSI MISCELLAL'\TEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD vVITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER vVITH 7 INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON vVIRE NAILS. NAILING SHALL BE IN ACCORDANCE vVITH THE CURRENT I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BEÂ¾ INCH TONGUE AND GROOVE AP.A. RATED SHEATHING. SPAN RATING 48/24 vVITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COM1\1ON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES Al'\TD 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS vVITH AN APPROVED ADHESNE. '-- \VALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTER1\1EDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLU-LAlVIINATED TilVIBER: LAMINATED TDYIBER SHALL BE DOUGLAS-FIR/LARCH KJLM DRYED. STRESS GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS. ROOF SHEATHING: SHEATHING SHALL BE 5/8 INCH AP.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED "WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS SPACED AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOR FRAlVIING: PROVIDE FULL DEPTH BLOCKJNG FOR JOIST AT THE SUPPORTS. FLUSH BEAlvIS (FB) Al"\TD HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2)2X8. ALL VERTICALLY LAL\1INATED COLUMNS Al"\TD HEADERS SHALL BE SPIKED TOGETHER vVITH 16d NAILS SP ACED AT 6 INCHES ON CENTER. BEARING vV ALL FRAlVIING: ALL DOOR AND vVINDOvV HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 HEM-FIR#2 vVITH ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET vVIDE OR LESS. ALL COLU1'1NS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKED TOGETHER vVITH 12d NAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETvVEEN vVOOD AL'-JD CONCRETE. \VALLS SHALL HA VE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AL"\TD BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE vVITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES vVITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM-FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AL"\TD CALCULATIONS STAMPED, SIGNED A.J."\TD DATED BY A vVASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEvV AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC TRUSSES vVITHOUT STORAGE MEETING I.B.C. TABLE 1607.1 FOOTNOTE i 7821 - 168thAve. 1' MITCHELL ENGINEERING INC. Redmond, WA 981 (425) 747-1: rnitchellengineeringinc@comcast. -- e)~;a- WALL.. fir- feA;-J }/2 ~-- ~r LL 4)dJ~-'6A;.f f .zV- J~J;{],417~ rÂ£,4r-J / / . ~~- t:::--/la-1 - , ~__d./l / PREPARED BY I UJ. PROJECT /if!-A~~t) SHEETNO. 'Â°I OF_ DATE_---;1/ __ Q__,1/'-l-=--b- SUBJECT--------'---- JOB NO. -QI t-:Y 1Â£:, 7821 - 168thAve. r MITCHELL ENGINEERING INC. Redmond, WA 98 (425) 747-1 mitchellengineeringinc@comcast I .J , J ~1 lHd ~\~, ---- j; Â·Q_ PREPARED BY , f.1,yl PROJECT 12M%,,, SHEETNO. I CJ OF_ DATE 1721 /15 sUBmcr mBNo. 015--l4S 7821 - 168th Ave. 1 MITCHELL ENGINEERING INC. Redmond, WA 98 (425) 747-1 mitchellengineeringinc@comcast r? ~ . ' I, , ~~ "' . -I ',._'' ' ' t""' .-'. .. ' , . . ' ' , i: ~ iI ' .S r' r .~,,J-- â€¢'1 .. ~-:~ 111(,/ - \ ~-' ,. t . .. ~ Â· -i 1-1Â·- : 'l. l1s'c. k I U" /iâ€¢ Â·{ PREPAREDBY_.--Âµ_._J __ PROJECT l!ik-AfiGo SHEETNO.Ji OF_ 1 DATE !~/_, l_,_/ __ !,__ SUBJECT JOB NO. 0-1 G-/ 4~ 7821 - 16SthAve. MITCHELL ENGINEERING INC. Â· Redmond, WA 9 (425) 747- mitchellengineeringinc@comca: I --=-OdJ~~ ST~ @ I J_] pJV f-1 c.,r, . _/ ~~-- avJ vi/Go) i'J ;J-z-1/2 ii e;JG ~~l!:-Wtf5 "11-lGe-~? Q,e,G'b-.~ . v. 6 /" ~ D) '-"'1 i PREPARED BY IÂµâœ“ PROJECT __ .....:;r-2_~ __ A_~_;__ .SHEETNO. /2 OF_ DATE Â· l/121/15 susrncr JOBNo. v15- /4b â–º I H+s'.fMW&;s; MIA Â· ti% #iiMYitf Mt-Â¾> HSiiiWiW MITCHELL ENGINEERING INCi 7821 - 168th Ave. N.E Redmond, WA 9805'. CB tNW A?Wif5Â¥6 544AH 89 & &WH HdÂ§f &hib M i' tiM#@iW (425) 747-1S0( I:_- __ .....--_J.......__ __ L , l r ~~i;H a. r-~~~\t-:::.. . ... ~\($1}\1;-l/1~ ~ l!or~~J /t:; / !:; ROJECT )/r Ar-.~ SHEET NO. _ OF_ SUBJECT ~ __ n'V __ -~ JOB NO _C)/ '5-)4,/!,_~-- ee;;:;--ocw-awa âž” N IMffilWil ffih0Â¥9iiWMftGtNW&iM-A Ai& It CW--M!Fm MITCHELL ENGINEERING INCe 7821 Â· 168th Ave. N. Redmond, WA 980: Â® YF-Htw+ +Â±9 (425) 747-15( 14 - MITCHELL ENGINEERING INC 7821 - 168th Ave. N e Redmond, WA 980 (425) 747-15 ------- --- r------------ ------ - - j -~ '} ~ .Â£. ~ I â€¢ ' .. -Â· .. . ~ ,- . . .:.- â€¢ 1 ~. - . .. -. ' ' ' ;_ .. i : - . â€¢' â€¢.. 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Redmond, WA 98 (425) 747-1 mitchellengineeringinc@comcas1 t0Jc2.~r~- - '2rv2iJ "' l W:%~~r!A:L JÂµ,,,:::. ~ ~ U)~C, f J:,-A$<, . /1 PREPAREDBY ,Md PROJECT __ __.~_F-Â¥_-t_____ SHEET NO._ OF_ DATE /f 'll/t5 SUBJECT JOBNO. o;s-14~ I MITCHELL ENGINEERING INC, 7821 - 168th Ave. N.E Redmond, WA 9805 (425) 747-1501 .. , ' Â·. 1-1- ~~~- w/ (? ) tlt?d 1a"' ~,;1,1tt;; PREPARED BY_M-+-,-.J -+-1 __ PROJECT f'f.MÂ£G~ SHEET NO. ---r;I~ J OF DATE __ --'-+<l_Â·.2-....L./ /_i:_'5_ SUBJECT JOB NO. oJS-1'1~ .. ' . 7821 - 168th Ave. 1' MITCHELL ENGINEERING INC. Redmond, WA 98( (425) 747-1~ mitchellengineeringinc@comcast. ~~Â· I PREPARED BY PROJECT ~ SHEET NO._:! OF_ SUBJECT JOB NO. t::)$ â€¢ / 4~ 11% liSAAI MITCHELL ENGINEERING INC11 7821 - 168th Ave. N.l Redmond, WA 9805 (425) 747-lSC PREPARED BY / ~J.-1, PROJECT &/!$f;o SHEET NO.~ OF_ DATE l/'21/15" SUBJECT JOB NO. O/l5-74f:!;, . â€¢ .. MITCHELL ENGINEERING INCs 7821 - 168thAve. N Redmond, WA 98C ?bbÂ· ?Â¥-SSH iWÂ¥#@mt5-#R .s:q...,g %0 (425) 747-15 . 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L ' ! . ; . . - i~ f)/,.J( Â·; _Â· ~R~~[~--~ Â·_- __ ; -,;_~-Â·: Â·_/24_; Â·-Â·~---â€¢ .,_ .. _) _: _ .. _ .... _ .. _., _::Â·_. _ .. :. _â€¢â€¢. ; s1 ~o_Si._Â·Â· ~-Â·Â·Â·Â· \:_Â· :Â·_T DATE !f21./!'5 SUBJECT JOB NO. 0/'5 t4b ,_;i._ _ 7821 - 168thAve. N. MITCHELL ENGINEERING INC. Redmond, WA 980: (425) 747-15( mitchellengineeringinc@comcast.n l l"J 11 \ \ ,t,. (sl~ .,. ., /Â· :.. ,â€¢L , r;U9;, Aif& . ~rJ.kt-k!- A ~se 241~ hJ. L.L t~)t.?-r~ S7W-~1 a 0;. 0Li2- ~ r-ld vvALL PREPARED BY !If PROJECT li_~ __ %-'--o SHEETNO. ?2--0F_ DATE / /21 1/?Â° SUBJECT JOBNO. t:)/5-/4fb ' 7821 - 168thAve. N Redmond, WA 980 (425) 747-15 PREPARED BY / /A;J PROJECT "--/2,_t_~_.:;_,,,._G_P____ SHEET NO. ?::>OF~:!, DATE __ }4--/'2_IJ __ 1/_'f __ SUBJECT JOB NO. c:::16 -,/ IB CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 128 W. Burke Ave ~ Permit#: 600 Parcel#:00461801700800 Valuation: 424000.00 OWNER APPLICANT CONTRACTOR Name: PERASSO II LLC Name: Rob Perasso Name: Rob's Electric Inc Address: 4405 103RD ST SE Address:4405 103rd Ave SE Address: 4405 103rd Ave SE City, State Zip: EVERETT, WA 98205 City, State Zip: Lake Stevens, WA 98258 City, State Zip:Lake Stevens, WA 98258 Phone: Phone: 425-334-6834 Phone: 425-334-6834 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: 2012 STORIES: 3 CONST. TYPE: DWELLING UNITS: 2 OCCGROUP: BUILDINGS: 1 OCCLOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND ST A TE LAWS REGULA TING 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. IBCI 10/IRCI IO. CONDITIONS Adhere to approved plans. Pending water supply (hydrant) fire protection. THIS PERMIT AUTHORJZS 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 7/20/2016 Building Permit Fee $3,826.13 7/20/2016 Building Plan Review Fee $2,486.98 7/20/2016 Furnace $50.00 7/20/2016 Gas Outlets Base Fee 1 to 5 $20.00 7/20/2016 Mechanical Permit Base Fee $50.00 7/20/2016 Park - Community MF $2,994.00 7/20/2016 Park - Mini MF $872.00 7/20/2016 Plumbing Permit Base Fee $50.00 7/20/2016 Plumbing Permit Fee (Enter Fixture Fee) $264.00 7/20/2016 State Building Code Surcharge Fee $4.50 7/20/2016 State Surcharge per Dwelling $2.00 7/20/2016 Traffic Mitigation - City $5,032.50 Total Due: $15,652.11 Total Payment: $0.00 Balance Due: $15,652.11 CALL FOR INSPECTIONS BUILDING (360) 403-3417 When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon Â·, CITY OF ARLl1\JGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 128 W. Burke Ave Permit #: 600 Parcel# 0046I801700800 OWNER APPLICANT Name: PERASSO II LLC Name: Rob Perasso Address: 4405 103RD ST SE Address:4405 I 03rd Ave SE City, State Zip EVERETT, WA 98205 City, State Zip Lake Stevens, WA 98258 C , State Zip Lake Stevens, WA 98258 Phone: Phone:425-334-6834 / hone:425-334-6834 MECHANICAL CONTRACTOR {:oNTRACTOR Name: Address: City, State, Zip: Phone: LIC#: EXP EXP: JOB DESCRIPTION PERMIT TYPE Multi-Family STORIES CONST. TYPE DWELLING UNITS OCC GROUP BUILDINGS OCC LOAD I AGREE TO COMPLY WITH CITY AND STATE LAW. REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN V LATION OF THE LABOR CODE OF THE ST A TE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND CW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL S GNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BU DING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS EN GRANTED. IBCI 10/IRCI 10. SALES TAX NOTICE: Sales tax relating to onstruction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #310 I. -- Signature Print Name Date CONDITIONS o approved plans. Pending water supply (hydrant) fire protection. THIS PERMIT AUTHORIZ ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE P BLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 3/19/2015 Building Permit Fee $3,826.13 3/19/2015 Building Plan Review Fee $2,486.98 3/19/2015 Furnace $50.00 3/19/2015 Gas Outlets Base Fee 1 to 5 $20.00 3/19/2015 Mechanical Permit Base Fee $50.00 3/19/2015 Park - Community MF $2,994.00 3/19/2015 Park - Mini MF $872.00 3/19/2015 Plumbing Permit Base Fee $50.00 3/19/2015 Plumbing Permit Fee (Enter Fixture Fee) $264.00 3/19/2015 State Building Code Surcharge Fee $4.50 3/19/2015 State Surcharge per Dwelling $2.00 3/19/2015 Traffic Mitigation - City $5,032.50 Total Due: $15,652.11 Total Payment: $0.00 Balance Due: $I5,652.l l ) e-3 RESIDENTIAL PLAN PLAN REVIEW Owner I pe_~~~so Address Building Type Single Duplex ~ Townhouse Type of Work Existing I- New ~ Reviewed By I Date I Design Criteria 3r11.1 I Engineered I ~ I Prescriptive I -Â·- 301.2 I Loads: Tables 301.5 - 301.7 Yes No -- -- 302.1 Location on Lot: 5 feet/35% maximum Yes I I No 302.2 Townhouse Separation Yes I No -- v - 3W2.5.1 Garage Openings: 20-minute door Yes No 302.6 Garage Separation Yes ~ No I I I Footings and Stem Walls 401.4.1 Soils: Geotech or Prescriptive ~~. 403.1 Footings: (2) #4's continuous Yes I / ,_,,,, No T403.1 Footing Size I Ives I I No 403.1.2 Continuous Footings (D2) Yes ! No 403.1.3 Vertical Reinforcement: #4@ 4' /hook Yes /.,. No 403.1.3.1 Stem Wall: (2) #4's horizontal Yes v No 403.1.16 Foundation anchors: 1/~inch @ 6' l-t- Yes ~ No 403.1.7.1 Clearances from Slopes Yes âœ“ No 404 Foundation Walls (see Tables) Yes âœ“ No .1.2.3.7.3 Wall Openings: Verts within 12" ea. Side Yes v-- No 405.1 Foundation Drainage or exception Yes y No 406.1 Damproofing (basement) Yes - No - 407 Columns: 4 X 4 and R317 Yes - No - - -- - 408.2 Crawl Vents 1:300 and 3' of corners Yes I - No - 408.3 Unvented Crawl Space Yes - No - 408.4 Crawl Access: 16 x 24 or 18 x 24 I Yes i - No - Architectural 303 Light/Ventilation: 8% and 4% Yes I,_,/"' No I 303.2 Whole House Fan I Yes No ' 303.3 Bathrooms: 3% or 50cfm Yes âœ“ No 303.6 Stairway Illumination I Yes No 304.1 Habitable Rooms: 120sf min. Yes ~ No 304.2 Other Rooms: 70sf min. Yes .-,/' No 305.1 Ceiling Height: 7 feet min. Yes v No 307.1 Plumbing Fixture Clearance Yes âœ“ No - - 308.4 Safety Glazing: Hazardous Locations Yes I No ! I Life Safety 310.1 Emergency Rescue Windows: Ssf/5.7sf Yes No 310.2 Window Wells I- -I Yes - No - I Life Safety Continued 311.2 Doors: 3 feet min. @ 6'-8" Yes / No 311.3 Landings: 3' X 3' min. Yes ~ No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No 311.6 Hallway Width 3 feet min. Yes âœ“ No 311.7.1 Stairway Width 3 feet min. Yes V No 311.7.2 Headroom 6' - 8" min. Yes V No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes V No 311.7.4.3 Handrail Profile Yes ~ No 311.7.7 Handrails - 4 plus risers Yes No 311.8 Ramps I Yes - No 312.1 Guards - 30 plus inches Yes v No 312.2 Guard Height - 36-inches min. Yes No 314 Smoke Detection Yes ~ No 315 CO Detection Yes ~ No 316 Foam Plastic Yes - No 325 & 326 Adult Home/Day Cares i I Yes - No Floor Systems 502.2 ..... Deck Ledger Connection I Yes ._./ No 502.2.2.3 Lateral Load Connection or Engineered Yes No 502.3 Allowable Joist Spans or TJl's Yes ~ No 502.10. Headers/Openings ! Yes ~ No 502.11 Trusses or Rafter/Joist Yes ~ No 502.12 Draftstopping: 1,000sf max. Yes No 504 Pressure Treated Wood Yes v- No 506 Concrete Floors: 3.5 inches min. JYes ._/ No Wall Systems 602.3 Wood Wall Framing and Plates Yes _.,--. No 602.3.1 Fastener Schedules (2, 3, 4, 5) Yes No 602.9 Cripple Walls: Less than 14" or 4' Yes - ~ No 602.10. Wall Bracing: Engineered or Prescriptive Yes v No 602.10.3.2 Alternate Braced Wall Panel Yes v- No 602.10.9 Cripple Wall Bracing Yes - No 602.11.2 Stepped Foundations I Yes - No 602.12.1 Veneer I Yes - No 610.1 Glass Unit Masonry Yes No - - 612 Exterior Windows/Doors Yes ~ No ,_,,,... 702.1 Interior Wall Covering Yes No --- - 703 Exterior Wall Coverings (WAC) Yes '--'"' No - 703.4 Stone/Masonry Veneer Yes No 1 - Roof/Ceiling 801.3 Roof Drainage (SD-14)1 I Yes ~ No - 802.3 Ridge Beams: <3:12 pitch Yes - No 802.4 Ceiling Joist Span: Truss or Platform Yes ~ No 802.5 Rafter Spans: Truss or Platform Yes V" ~ No - 802.11 Roof Tie-Downs (48" o.c.) I Yes .,./ No I 803 Roof Sheathing Yes No ~--- 806 Roof Ventilation: 1/150 high and low Yes V No 807.1 Attic Access: 22" X 30" Yes V No 905.2.7 Underlayment I I Yes v No Mechanical Systems ,_,,,,,,..,. Chapter 10 Chimney and Fireplaces Yes No ,__.,,... 1305.1 Equipment Access: 30" X 30" Yes No 1305.1.3 Appliances in Attics Yes -- No 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes No 1307.2 Anchorgae of Appliances Yes ~ No 1307.3 Elevation of Ignition Source Yes ~ No 1307.3.1 Protection from Impact Yes v No 1401.3 Equipment Sizing: WSEC Yes - No Chapter 14 Specific Appliances Yes - No 1502 Clothes Dryer Exhaust: 25' or M.I. Yes 1/ No 1502.4.5 Length Identification Yes V No Chapter 18 Chimneys and Vents Yes âœ“ No Chapter 24 Fuel Gas and Piping Yes ~ No Plumbing - UPC WSEC and Lighting: See Energy Code Plan Review Permit Information Date 3/2/2015 Permit Number 600 Project Name Perasso Duplex Applicant Name Rob Perasso Applicant Address 4405 103rd Ave SE City, State, Zip Lake Stevens, WA 98258 Contact Rob Perasso Phone 425-334-6834 Email rob@robselectricinc.com Permit Type Multi-Family Site Address 128 W. Burke Ave Valuation 250000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use 3 Story Duplex Townhouse Assigned To Amy Rusko Property Information Owner Information Parcel#: 00461801700800 PERASSO II LLC PERASSO II LLC 4405 103RD ST SE 128 W BURKE AVE EVERETT, WA 98205 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Rob's Electric Inc Rob Perasso 1425-334-6834 ob@robselectricinc.com CONTRACTOR Review Date I Tvoe I Descriotion I Taraet Date I Comoleted Date I Assianed To I Status 3/2/2015 IBLD I 13/9/2015 I !Chris Youna ln Review Uploaded Files I Upload File_j Date I File I 3/2/2015 3:17:46 PM 1128 W Burke Ave - Duolex Annlication.odf !Delete ~ RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlingtonâ€¢ 18204 59th Ave NEâ€¢ Arlington, WA 98223 â€¢ Phone (360) 403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS AND TWO (2) SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION CAN BE SUBMITTED PRIOR. Verification of accuracy and agreement to follow the City of Arlington Municipal Code (electronic is ok) Phone: (h) t/2. C- Â· ?1 t./ - (o~Jc/ Describe Proposal (include cross street): ea f,f_s-J,no,d- rte <..S s S:-fu 1Y Q Single-family ~ Duplex ~ Townhouse IJ.:Addition D Accessory structure 1. Proposed Area: 1st Floor ..30 L 2nd Floor I St/;; Garage / I ZS Total SF) z'7t., 1 . 3r-\\ ret~ I YI./ t) 2. Valuation (cost): _ ..... 2....,,...,..5~0~,_0_tl_~_-:z-- _ 3. Contractor: ~ b 's cSI~'-- 1 4t c.... Phone: y'2.~ - 33c./, (a $ J<( 5. License Number: __ C_c_o_,_,e-.!!-b~s_e~~-?t~/~0~/~h<~l..~- Expiration: 3(11r/ Â· I ID (Check all that apply and indicate the number of fixtures proposed) ~ Bath/Shower Combo (4.0) X (o O;, Sink (1.5) 01 Shower (2.0) X Q r:Jj Lavatory (1.0) x lo Q; Clothes Washer (4.0) X "L. Q Water Closet (2.5) x {p Qr Dishwasher (1.5) X z_ Q: Water Heater x '2..- 0' Hose Bibb (2.5) X 'I 0: Other (list) Received MAR 02 2015 Rev 2013 f>U:> <.ooc ,, RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington â€¢ 18204 59th Ave NEâ€¢ Arlington, WA 98223 â€¢ Phone (360) 403-3551 [ = 2 =~~.~~ t, Proposed Water Piping Size: ---I------- Proposed Piping Material: Â· J)aly â€¢ I Proposed DWV Material: --------- Proposed DWV Size: o All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 e All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) ~~~ti'[;;;;~~ni~~~~~~l Select proposed appliances: ~Furnace (80+) D Fireplace Insert Q:; Outdoor BBQ â€¢â€¢ ,_j Cl Heat Pump Cl Freestanding Stove OJ Hydronic Piping CJ Type II Hood Q Commercial Cooking Appliance Ul PV System CH Boiler ~Gas Piping Q Storage Tank Qi AC Unit Qi Solid-Fuel Appliance Ct Other ===~~== %Â·v 'Â· rGas Piping Information r l."lcs;:rn m-=x:::-=r::::rzrâ€¢=r:--=râ€¢3'.7'""'"â€¢--=â€¢ Not Applicable: 0} Pipe Material: __....5..c.., ../-.,_e __ ~.;;....a_l=------ Pipe Size: --------- , r17 I Distance From Meter to Furthest Appliance: -----'--O "----- Total BTU's of all Appliances: --------- â€¢ New gas piping requires a pressure test to hooking to any appliance co Sediment traps (drips) are required on all gas lines o Gas lines are required to be supported/secured every 6 to 8 feet â€¢ Proper Combustion air and venting required for all appliances o A shut-off is required within 6 feet of all appliances Rev 2013 ROB'S ELECTRIC INC Page 1 of 3 Home Inicio en Espafiol Contact !search L&I A-Z Index Help My Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of 0 Labor & Industries ROB'S ELECTRIC INC Owner or tradesperson 4405103RD AVE SE LAKE STEVENS, WA 98258 PERASSO, ROBERT WILLIAM 425-334-6834 Principals SNOHOMISH County PERASSO, ROBERT WILLIAM, PRESIDENT PERASSO, KATRINA IRENE, SECRETARY Doing business as ROB'S ELECTRIC INC WA UBI No. Business type 601159 365 Corporation I License Verify the contractor's active registration/ license/ certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ROBSEl*101ML Effective - expiration 07 /13/1990- 03/11/2016 Bond CBIC $12,000.00 Bond account no. SA9706 Received by L&I Effective date 12/17/2001 01/09/2002 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS54824714 Received by L&I Effective date 07/01/2014 08/01/2014 Expiration date 08/01/2015 Insurance history Savings No savlngs accounts during the previous 6 year period. l:lllfi.S_11_its_c1gc1in5.~~~l!-~O.n~.<>r_sc1v:i11gi:. Cause no. Dismissed 09-2-46181-3SEA Complaint against bond(s) or savings Complaint filed by https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601159365&LIC=ROBSEI* 101 ML&SA W= 3/2/2015 ROB'S ELECTRIC INC Page 2 of 3 BMC WEST BUILDING MATERIALS SA9706 Complaint date Complaint amount 12/23/2009 $3,920.19 Cause no. 09-2-09940-3 ..D... is, .m.. , i.s.. s, .e.d . Complaint filed by Complaint against bond(s) or savings DKSINC SA9706 Complaint date Complaint amount 10/27/2009 $47,332.00 L&I Tax debts NoT&ffaiidebts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations I No iicense iifoiatfons during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. ~98,737:(11 Doing business as ROBS ELECTRIC INC Estimated workers reported Quarter 4 of Year 2014 "76 to 100 Workers" L&I account representative T2 / MATT PEDERSEN (360)902-5476 - Email: PEDM235@lni.wa.gov I Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Citation issue date 10/16/2014 Violations Inspection no. 317447753 Location 15 Bellevue Way SE Bellevue, WA 98004 Citation issue date 10/08/2010 Violations Inspection no. 314516642 Location 34428 16th Ave S Federal Way, WA 98023 Citation issue date 07/30/2010 No violations Inspection no. 314480112 Location 7700 35th Ave S Seattle, WA 98116 Citation issue date 06/07/2010 No violations Inspection no. 314421769 https://secure.lni. wa.gov/verify/Detail.aspx?UBI =601159365&LIC=ROBSEI* 101 ML&SA W= 3/2/2015 ROB'S ELECTRIC INC Page 3 of 3 Location 403 South 2nd St Renton, WA 98057 Citation issue date 01/07/2010 Violations Inspection no. 313895088 Location 6900 South 133rd St Seattle, WA 98205 Citation issue date 11/23/2009 No violations Inspection no. 313844425 Location 612 2nd Ave Seattle, WA 98104 Citation issue date 04/22/2009 No violations Inspection no. 313045791 Location 1800 S. Jackson Seattle, WA 98144 Â© Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. https://secure.lni. wa.gov/verify/Detail.aspx?UBI =601159365&LIC=ROBSEI* 101 ML&SA W= 3/2/2015 r, Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 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. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. 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 Perasso Duplex - Unit 1 Architectural Design Associates, PS Lots #8 & #9 Burke Ave. 2221 Everett Ave # 104 Arlington, Washington Everett, WA. 98201 Heating System Type: @Forced Air Furnace 0Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Design Temperature Difference (iff) 47 â€¢ t, T = Indoor /70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,780 I /. Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height {fl) 9.ol 16,020 Glazing and Doors U-Factor X Area = UA Instructions 0.30 I 322 96.45 Insulation Attic U-Factor X Area = UA Instructions 0.026 I 1,032 26.83 Single Rafter or Joist Vaulted Ceilings U-Factor Area UA Instructions No selection 0 Above Grade Walls (see Figure 1) U-Factor Area UA Instructions Â· -;-)- 1 0.056 1,757 98.39 Floors U-Factor Area UA Instructions rÂ·Â·Â·-Â·Â·Â·-Â·Â· 0.029 1,458 42.28 'R-3Q Below Grade Walls (seeFigure.1) U-Factor Area UA Instructions No selection 0 Select R-valll_e Slab Below Grade (see Figure 1) F-Factor Length UA Instructions No selection 0 Select conditionin Slab on Grad~Jse_e Figure 1) F-Factor Length UA Instructions 0.540 61 32.67 R-10 Perimeter Location of Ducts Instructions Duct Leakage Coefficient ace â€¢ 1.10 Sum of UA 296.63 Envelope Heat Load 13,941 Btu/ Hour Sum of UA X t,T Air Leakage Heat Load 8,132 Btu/ Hour VolumeX 0.6Xt,TX.018 Building Design Heat Load 22,073 Btu/ Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 24,280 Btu I Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Received Maximum Heat Equipment Output 33,993 Btu/ Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace MAR O 2 2015 Building and Duct Heat Loss X 1.25 for Heat Pump l?LD f.pr:J:) (07/01/13) Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 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. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average Li-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. 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 Perasso Duplex - Unit 2 Architectural Design Associates, PS Lots #8 & #9 Burke Ave. 2221 Everett Ave# 104 Arlington, Washington Everett, WA. 98201 Heating System Type: @Forced Air Furnace 0Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Design Temperature Difference (LiT) 47 â€¢ t. T = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,621 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 9.ol 14,589 Glazing and Doors U-Factor X Area = UA Instructions 0.30 I 235 70.50 Insulation Attic U-Factor X Area = UA Instructions 0.026 I 919 23.89 R-49 â€¢ Single Rafter or Joist Vaulted Ceilings U-Factor Area UA Instructions [ s~i~~t R~v~iue____ .. ~ No selection 0 ~;;;;;;::;;;;;;;;:::;;;:;;:..:.;;;:..J Above Grade Walls (see Figure 1) tl-Factor Area UA Instructions 0.056 1,678 93.94 Floors U-Factor Area UA Instructions Â·-- .. ---- --a 0.029 1,292 3747 R-30 Below Grade Walls (see Figure 1) U-Factor Area UA Instructions Â· Select R-value â€¢ No selection 0 Slab Below Grade (see Figure 1) F-Factor Length UA Instructions No selection 0 Slab on Grade (see Figure 1) F-Factor Length UA Instructions 0.540 61 32.94 Location of Ducts Instructions Duct Leakage Coefficient Unconditioned S ace~ â€¢ 1.10 Sum of UA 258.74 Envelope Heat Load 12,161 Btu/Hour SumofUAX sr Air Leakage Heat Load 7,405 Btu/ Hour VolumeX 0.6Xt.TX.018 Building Design Heat Load 19,566 Btu/ Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 21,523 Btu/ Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heal Loss X 1 Received Maximum Heat Equipment Output 30,132 Btu/ Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace MAR O 2 2015 Building and Duct Heat Loss X 1.25 for Heat Pump ~lpOt) (07/01/13) ARCHITECTURAL DESIGN ASSOCIATES, PS 2-9-2015 Gravity Calculations CLIENT: Rob Perasso PROJECT TYPE: 1 duplex] PROPERTY LOCATION: LOTS 8 & 9 BURKE AVE. ARLINGTON, WA. 98826 Â·ADA# 2014-26 !Received MAR 02 2015 Bto t.,oo 2221 EVERETT AVENUE SUITE #201 â€¢ EVERETT, WA 98201 Phone: (425) 259-0661 - Fax: (425) 252-6911 - www.arch-design.net BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex header Bm#1 Date: 2106115 Selection I 4x 8 HF #2 Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1= 0.9 in2 R2= 0.9 in2 (1.5) DL Def!= 0.04 in Data Beam Span 6.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 378# Reaction 2 TL 378# Bm 1M. Included 37 # MaximumV 378# Max Moment 568'# Max V (Reduced) 302# TL Max Def! L/ 240 TL Actual Def! L/ >1000 8 2 Attributes Section (in ) Shear (in ) TL Def! (in) Actual 30.66 25.38 0.04 Critical 6.17 3.02 0.30 Status OK OK OK Ratio 20% 12% 13% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Values Reference Values 850 150 1.3 405 Adiusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 120 = A Uniform Load A L 6 R1 = 378 R2 = 378 SPAN= 6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex header Bm 2 Date: 2/06/15 Selection ._4I _x_6_H_F_#_2 L_u_=_0_.0_Ft _ Conditions NOS 2001 Min Bearing Area R1= 2.2 in2 R2= 2.2 in2 (1.5) DL Defl= 0.03 in Beam Span 3.0 ft Beam Wt per ft 4.68 # Reaction 1 TL 907 # Reaction 2 TL 907# Bm Wt Included 14 # Maximum V 907 # Max Moment 680 '# Max V (Reduced) 630 # TL Max Defl L / 240 TL Actual Defl L / > 1000 Attributes Section (in") Shear (in2 ) TL Defl (in) Actual 17.65 19.25 0.03 Critical 7.39 6.30 0.15 Status OK OK OK Ratio 42% 33% 17% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adiusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 600 = A Uniform Load A 6 6 R1 = 907 R2 = 907 SPAN= 3 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex header Bm#3 Date: 2/06/15 Selection I 4x 8 HF#2 Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1= 1.0 in2 R2= 1.0 in2 (1.5) DL Defl= 0.02 in Data Beam Span 5.0 ft Beam wt per ft 6.17 # Reaction 1 TL 415 # Reaction 2 TL 415# Bm Wt Included 31 # MaximumV 415 # Max Moment 519 '# Max V (Reduced) 315 # TL Max Defl L / 240 TL Actual Defl L/ >1000 Attributes Section (in8 2 ) Shear (in ) TL Defl (in) Actual 30.66 25.38 0.02 Critical 5.64 3.15 0.25 Status OK OK OK Ratio 18% 12% 10% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adjusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 160 = A Uniform Load A 6 6 R1 = 415 R2 = 415 SPAN= 5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex header Bm#4 Date: 2/06/15 Selection I 4x 6 HF#2 Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1 = 1.5 in2 R2= 1.5 in2 (1.5) DL Defl= <0.01 in. Beam Span 2.0 ft Beam Wt per ft 4.68 # Reaction 1 TL 605 # Reaction 2 TL 605# Bm \M. Included 9 # Maximum V 605 # Max Moment 302 '# Max V (Reduced) 328 # TL Max Defl L / 240 TL Actual Defl L / > 1000 Section (in8 2 Attributes ) Shear (in ) TL Defl (in) Actual 17.65 19.25 0.01 Critical 3.28 3.28 0.10 Status OK OK OK Ratio 19% 17% 5% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adjusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 600 = A Uniform Load A --7 6 6 R1 = 605 R2 = 605 SPAN= 2 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex rimjst Bm#5 Date: 2/06/15 Selection I 4x 12 DF-L #1 Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1= 3.1 in' R2= 3.1 in2 (1.5) DL Def!= 0.36 in Data Beam Span 12.0 ft Beam Wt per ft 9.57# Reaction 1 TL 1923 # Reaction 2 TL 1923 # Bm Wt Included 115 # MaximumV 1923# Max Moment 6622 '# Max V (Reduced) 1689# TL Max Def! L / 240 TL Actual Def! L / 400 Section (in8 Attributes ) Shear (in') TL Def! (in) Actual 73.83 39.38 0.36 Critical 72.24 14.08 0.60 Status OK OK OK Ratio 98% 36% 60% Fb (psi) Fv (psi) E (psi X mil) Fe I (psi) Reference Values 1000 180 1.7 625 Adjusted Values 1100 180 1.7 625 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 75 = A I Point TL Distance Par Unif TL Start End B = 378 4.0 H = 165 0 4.0 C =756 6.0 I= 165 8.0 12.0 0=378 8.0 H I Uniform Load A I Pt loads: I ~ Â§ [Q] I 6!c------='"-----='----=-------!6 R1 = 1923 R2 = 1923 SPAN= 12 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 Perasso Duplex rimjst Bm#6 Date: 2/06/15 Selection I (2) 2x 12 HF #2 Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1= 5.3 in2 R2= 5.3 in2 (1.5) DL Defl= 0.11 in Beam Span 7.0 ft Beam Wt per ft 8.2 # Reaction 1 TL 2146 # Reaction 2 TL 2146# Bm \M Included 57 # Maximum V 2146# Max Moment 3756 '# Max V (Reduced) 1571 # TL Max Defl L / 240 TL Actual Defl L / 784 Section (in8 2 Attributes ) Shear (in ) TL Defl (in) Actual 63.28 33.75 0.11 Critical 53.02 15.71 0.35 Status OK OK OK Ratio 84% 47% 31% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adjusted Values 850 150 1.3 405 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 605 = A Uniform Load A 6 6 R1 = 2146 R2 = 2146 SPAN= 7 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 Perasso Duplex rim jst Bm#7 Date: 2/06/15 Selection I 6x 1 0 HF #1 Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1= 10.0 in2 R2= 6.1 in2 (1.5) DL Defl= 0.15 in Beam Span 7.0 ft Beam Wt per ft 12.7 # Reaction 1 TL 4036# Reaction 2 TL 2481 # Bm Wt Included 89# MaximumV 4036# Max Moment 6156 '# Max V (Reduced) 3041 # TL Max Defl L/ 240 TL Actual Defl L / 568 Attributes Section (inâ€¢) Shear (in2 ) TL Defl (in) Actual 82.73 52.25 0.15 Critical 70.35 32.58 0.35 Status OK OK OK Ratio 85% 62% 42% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 1050 140 1.3 405 Adiusted Values 1050 140 1.3 405 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 400 = A Point TL Distance B = 907 0.5 C = 1814 3.5 D= 907 0.5 I Uniform Load A I Pt loads6: I --=~ ~---~Â§ ~----~6 I R1 = 4036 R2 = 2481 SPAN= 7 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex rim jst Bm#8 Date: 2/06/15 Selection I 4x 12 HF #2 Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1= 3.9 in2 R2= 3.9 in2 (1.5) DL Detl= 0.25 in Data Beam Span 11.0 ft Beam Wt per ft 9.57 # Reaction 1 TL 1573# Reaction 2 TL 1573 # Bm 1M Included 105 # MaximumV 1573 # Max Moment 3735 '# Max V (Reduced) 1296 # TL Max Defl L/ 240 TL Actual Defl L / 523 8 2 Attributes Section (in ) Shear (in ) TL Defl (in) Actual 73.83 39.38 0.25 Critical 47.93 12.96 0.55 Status OK OK OK Ratio 65% 33% 46% Fb (psi) Fv (psi) E (psi X mil) Fe I (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 935 150 1.3 405 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 100 = A I Point TL Distance Par Unif TL Start En~ B = 415 3.0 H = 185 0 3.0 C=415 8.0 I= 185 8.0 11.0 H Uniform Load A Pt loadsL: I \------[ID =-------=-@J ---6 I R1 = 1573 R2 = 1573 SPAN= 11 FT Uniform and partial uniform loads are lbs per lineal ft. Project: 2014-26 Perasso Duplex Description: header Beam ID: Bm #1 0 Date: 2/06/15 Selection ~, 4_x_8_H_F_#_1 L_u_=_O-.O-Ft------------, Conditions NDS 2001 Min Bearing Area R1= 5.2 in2 R2= 5.2 in2 (1.5) DL Deft= 0.18 in Beam Span 6.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 2118 # Reaction 2 TL 2118 # Bm 1M Included 37 # MaximumV 2118 # Max Moment 3178 '# Max V (Reduced) 1692# TL Max Deft L/ 240 TL Actual Deft L / 389 Section (in8 2 Attributes ) Shear (in ) TL Deft (in) Actual 30.66 25.38 0.18 Critical 30.09 16.92 0.30 Status OK OK OK Ratio 98% 67% 62% Fb (psi) Fv (psi) E (psi X mil) Fe I (psi) Reference Values 975 150 1.5 405 Adjusted Values 1268 150 1.5 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 700 = A Uniform Load A 6 6 R1=2118 R2 = 2118 SPAN= 6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 Perasso Duplex header Bm#.}(11, Date: 2/06/15 Selection j 1x 16 2.0E TJ Parallam E.S. PSL Lu= 0.0 Ft Conditions N DS 2001 Min Bearing Area R1= 8.1 in2 R2= 8.1 in2 (1.5) DL Deft= 0.77 in Beam Span 20.0 ft Beam Wt per ft 35.0# Reaction 1 TL 6850# Reaction 2 TL 6850# Bm Wt Included 700 # MaximumV 6850# Max Moment 34250 '# Max V (Reduced} 5937# TL Max Oefl L/ 240 TL Actual Defl L/ 311 Section (in4 2 Attributes ) Shear (in ) TL Deft (in) Actual 298.67 112.00 0.77 Critical 146.33 30.71 1.00 Status OK OK OK Ratio 49% 27% 77% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 2900 290 2.0 850 Adjusted Values 2809 290 2.0 850 Adiustments CF Size Factor 0.969 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 650 = A Uniform Load A 6 6 R1 = 6850 R2 = 6850 SPAN= 20 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 Perasso Duplex -â€¢12 Date: 2/06/15 Selection LI 4_x_8_H_F_#_2 L_u_=_0_.0_F_t __, Conditions NOS 2001 Min Bearing Area R1= 3.4 in2 R2= 5.5 in2 (1.5) DL Defl= 0.05 in Beam Span 4.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 1389# Reaction 2 TL 2240# Bm lM Included 25 # Maximum V 2240# Max Moment 1563 '# Max V (Reduced) 1361 # TL Max Defl L / 240 TL Actual Defl L/ 929 Attributes Section (in") Shear (in2 ) TL Defl (in) Actual 30.66 25.38 0.05 Critical 16.97 13.61 0.20 Status OK OK OK Ratio 55% 54% 26% Fb (psi) Fv (psi) E (Psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adiusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 315 = A [ Point TL Distance Par UnifTL Start End 8=605 1.0 H = 1135 3.0 4.0 C =605 3.0 [ H I Uniform Load A Pt loads6: I ,--.----=~ ~------'=='-@] ---6 I R1 = 1389 R2 = 2240 SPAN= 4 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 Perasso Duplex header Bm #13 Date: 2/06/15 Selection l'---4_x_8_H_F_#_2 L_u_=_0_.0_Ft ~ Conditions NDS 2001 Min Bearing Area R1 = 1.8 in2 R2= 1.8 inâ€¢ (1.5) DL Defl= 0.02 in Beam Span 4.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 742 # Reaction 2 TL 742# Bm Vl/t. Included 25 # Maximum V 7 42 # Max Moment 742 '# Max V (Reduced) 518 # TL Max Defl L/ 240 TL Actual Defl L/ >1000 Attributes Section (in") Shear (in2 ) TL Defl (in) Actual 30.66 25.38 0.02 Critical 8.06 5.18 0.20 Status OK OK OK Ratio 26% 20% 11% Fb (psi) Fv (psi) E (psi X mil) Fe I (psi) Reference Values 850 150 1.3 405 Adiusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 365 = A Uniform Load A 6 6 R1 = 742 R2 = 742 SPAN =4 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex floor beam Bm#14 Date: 2/06/15 Selection I 5-1I4x 14 2.0E TJ Parallam E.S. PSL Lu= 0.0 Ft Lu@OH = 0.0 Ftl Conditions NDS 2001, Overhang, Uplift@R1 Min Bearing Area R1= -1.0 in2 R2= 9.2 inâ€¢ (1.5) DL Defl= 0.35 in. Data Beam Span 13.0 ft Beam Wt per ft 22.97 # Reaction 1 TL -816 # Reaction 2 TL 7806# Bm Wt Included 379 # Maximum V 5716# Overhang Length 3.5 ft Max Moment 18887 '# Max V (Reduced) 5503# Total Beam Length 16.5 ft TL Max Defl L / 240 TL Actual Defl L / 859 OH TL Actual Defl L / 242 Attributes Section (in') Shear (in2 ) TL Defl (in) OH TL Defl Actual 171.50 73.50 -0.18 0.35 Critical 79.50 28.46 0.65 0.35 Status OK OK OK OK Ratio 46% 39% 28% 99% Fb (psi) Fv (psi) E (psi X mil) Fe I (psi) Reference Values 2900 290 2.0 850 Adiusted Values 2851 290 2.0 850 Adiustments CF Size Factor 0.983 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Cl Stability @ OH 1.0000 Rb= 0.00 Le= 0.00 Ft Loads Uniform TL: 75 = A Uniform Ld on Backs an Point TL Distance Par Unif TL Start End F = 5076 (OH) 3.5 K = 160 (OH) 0 3.5 Uniform Load A K Pt loads: F A',----------------A-----,-------==' R1 = -816 R2 = 7806 BACKSPAN = 13 FT OH= 3.5 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 Perasso Duplex floor beam Bm#15 Date: 2/06/15 Selection J 5-1/Sx 16-1/2 GLB 24F-V4 DF/DF Lu= 0.0 Ft Conditions N DS 2001 Min Bearing Area R1= 7.8 inâ€¢ R2= 6.7 in2 (1.5) DL Def!= 0.77 in Recom Camber-1.16 in Beam Span 19.0 t. Beam Wt per ft 20.55 # Reaction 1 TL 5076# Reaction 2 TL 4358# Bm Wt Included 390# MaximumV 5076# Max Moment 26859 '# Max V (Reduced) 4793# TL Max Defl L/ 240 TL Actual Defl L/ 296 Section (in8 2 Attributes ) Shear (in ) TL Def! (in) Actual 232.55 84.56 0.77 Critical 137.26 29.96 0.95 Status OK OK OK Ratio 59% 35% 81% Fb (esQ Fv (esQ E (esi x mil) Fe I (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2348 240 1.8 650 Adiustments CvVolume 0.978 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 100 = A Point Tl Distance Par Unif TL Start End B = 4036 6.0 H =85 0 6.0 C = 2087 13.0 I= 85 13.0 19.0 I H I Uniform Load A I Pt loads6: I s----~[ID ----~@J --___,6 I R1 = 5076 R2 = 4358 SPAN= 19 FT Uniform and partial unifonn loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex can't flr jsts Bm #16 Date: 2106/15 Selection I (2) 2x 10 HF #2 Lu= 0.0 Ft Lu @OH= 3.5 Ft I Condftions NOS 2001, Overhang Min Bearing Area R1= 1.2 in2 R2= 2.1 in2 (1.5) DL Defl= 0.25 in. ~ Beam Span 13.0 ft Beam Wt per ft 6.74# Reaction 1 TL 493# Reaction 2 TL 856# Bm 1M. Included 111 # MaximumV 570 # Overhang Length 3.5ft Max Moment 1484 '# Max V (Reduced) 507# Total Beam Length 16.5 ft TL Max Defl L/ 240 TL Actual Defl L / 620 OH TL Actual Defl L / 384 Section (in8 2 Attributes ) Shear (in ) TL Defl (in) OH TL Defl Actual - 42.78 27.75 0.25 -0.22 Critical 19.14 5.07 0.65 0.35 Status OK OK OK OK Ratio 45% 18% 39% 62% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adiusted Values 930 150 1.3 405 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Cl Stability @ OH 0.9949 Rb= 7.58 Le= 4.66 Ft Loads Uniform TL: 75 = A Uniform Ld on Backs an Par UnifTL Start End K = 75 (OH) 0 3.5 Uniform Load A K 6 6 R1 = 493 R2 = 856 BACKSPAN = 13 FT OH= 3.5 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex can't fir jsts Bm#17 Date: 2106115 Selection I (2) 2x 10 HF #2 Lu= 0.0 Ft Lu@OH = 2.0 Ftl Conditions NDS 2001, Overhang Min Bearing Area R1= 1.3 in2 R2= 1.7 in2 (1.5) DL Defl= 0.29 in. QÂ§ts. Beam Span 13.0 ft Beam Wt per ft 6.74# Reaction 1 TL 519# Reaction 2 TL 707# Bm 'M. Included 101 # MaximumV 544# Overhang Length 2.0ft Max Moment 1644 '# Max V (Reduced) 481 # Total Beam Length 15.0 ft TL Max Defl L / 240 TL Actual Defl L/ 541 OH TL Actual Defl L/ 330 Section (in8 2 Attributes ) Shear (in ) TL Defl (in) OH TL Defl Actual 42.78 27.75 0.29 -0.15 Critical 21.16 4.81 0.65 0.20 Status OK OK OK OK Ratio 49% 17% 44% 73% Fb (psi) Fv (osi) E (osi x mil) Fe I (osi) Reference Values 850 150 1.3 405 Adiusted Values 932 150 1.3 405 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Cl Stability @ OH 0.9972 Rb= 5.73 Le= 2.66 Ft Loads Uniform TL: 75 = A Uniform Ld on Backs an Par Unif TL Start End K = 75 (OH) 0 2.0 Uniform Load A K 6 6 R1 = 519 R2 = 707 BACKSPAN = 13 FT OH= 2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. ' Project: 2014-26 Perasso Duplex Description: header Beam ID: Bm #18 Date: 2/07/15 Selection ~6I ---3/_4_x-12_G_L_B_2_4_F--V-4_D_F_/_D_F L_u_=_O_.O_Ft------~ Conditions NDS 2001 Min Bearing Area R1= 6.6 in2 R2= 6.6 in2 (1.5) DL Defl= 0.68 in Recom Camber= 1.02 in Beam Span 16.0 ft Beam Wt per ft 19.68 # Reaction 1 TL 4317# Reaction 2 TL 4317 # Bm 'M Included 315 # MaximtJmV 4317# Max Moment 17270 '# Max V (Reduced) 3778# TL Max Defl L/ 240 TL Actual Def! L/ 282 Section (in8 2 Attributes ) Shear (in ) TL Def! (in) Actual 162.00 81.00 0.68 Critical 86.38 23.61 0.80 Status OK OK OK Ratio 53% 29% 85% Fb (psi) Fv (psi) E (psi x mil) Fe I (esQ Reference Values 2400 240 1.8 650 Adjusted Values 2399 240 1.8 650 Adiustments CvVolume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 520 = A Uniform Load A 6 6 R1 = 4317 R2 = 4317 SPAN= 16 FT Uniform and partial uniform loads are lbs per lineal ft. Project: 2014-26 Perasso Duplex Description: header Beam ID: Bm #19 Date: 2/07/15 Selection ~4I _x_1_0_H_F_#_2 L_u_=_O-.O-Ft--L-u_@_O_H_=_2_.-~-F-,t Conditions NOS 2001, Overhang Min Bearing Area R1= 1.4 in2 R2= 2.0 in2 (1.5) DL Defl= 0.21 in. Beam Span 12.0 ft Beam Wt per ft 7.87 # Reaction 1 TL 571 # Reaction 2 TL 799# Bm Wt Included 110 # Maximum V 604# Overhang Length 2.0 ft Max Moment 1662 '# Max V (Reduced) 528# Total Beam Length 14.0ft TL Max Defl L / 240 TL Actual Defl L/ 678 OH TL Actual Defl L/ 413 8 Shear (in2 Attributes Section (in ) ) TL Defl (in) OH TL Defl Actual 49.91 32.38 0.21 -0.12 Critical 19.59 5.28 C.60 0.20 Status OK OK OK OK Ratio 39% 16% 35% 58% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adjusted Values 1018 150 1.3 405 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Â·Kbe = 0.0 Cl Stability @ OH 0.9978 Rb= 4.91 Le= 2.66 Ft oads Uniform TL: 90 = A Uniform Ld on Backs an Par UnifTL Start End K = 90 (OH) 0 2.0 Uniform Load A K 6 6 R1 = 571 R2 = 799 BACKSPAN = 12 FT OH= 2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex header Bm#20 Date: 2/07/15 Selection j 4x 10 HF #1 Lu= 0.0 Ft 7 Conditions NOS 2001 Min Bearing Area R1:::: 5.8 in2 R2= 5.8 in2 (1.5) DL Def!= 0.05 in Beam Span 4.0 ft Beam Wt per ft 7.87 # Reaction 1 TL 2345 # Reaction 2 TL 2345# Bm Wt Included 31 # Maximum V 2345 # Max-Moment 4524 '# Max V (Reduced) 2281 # TL Max Def! L / 240 TL Actual Def! L / >1000 Section (in8 2 Attributes ) Shear (in ) TL Def! (in) Actual 49.91 32.38 0.05 Critical 46.40 22.81 0.20 Status OK OK OK Ratio 93% 70% 23% Fb si six mil Fc.l ( si Reference Values 975 1.5 405 f--A __ d--"'Â·--us_t--ed_V--'-al_ue_s __ 1_1_7_0 150 1.5 405 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform TL: 75 = A Point TL Distance B = 4358 2.0 Uniform Load A Pt loadsA: ~----~[ID ~-----A, R1 = 2345 R2 = 2345 SPAN= 4 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex header Bm#21 Date: 2/07/15 Selection I 4x 8 HF#2 Lu= 0.0 Ft 7 Conditions NOS 2001 Min Bearing Area R1= 1.4 in2 R2= 1.1 in2 (1.5) DL Defl= <0.01 in. ~ Beam Span 3.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 576# Reaction 2 TL 450# Bm Wt. Included 18 # MaximumV 576# Max Moment 469'# Max V (Reduced) 446# TL Max Defl L / 240 TL Actual Defl L/ >1000 2 Attributes Section (inâ€¢) Shear (in ) TL Defl (in) Actual 30.66 25.38 0.01 Critical 5.09 4.46 0.15 Status OK OK OK Ratio 17% 18% 5% Fb (psi) Fv (psi) E (psi X mil) Fe I (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 210 = A I Point TL Distance B= 378 1.0 Uniform Load A Pt loadsD: -~-~~ ~----------!6 R 1 = 576 R2 = 450 SPAN= 3 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 P~rasso Duplex FLOOR BEAM Bm #22 Date: 2/07/15 Selection I 5-1/Bx 12 GLB 24F-V4 DF/DF Lu= 0.0 Ft Conditions NDS 2001 Min Bearing Area R1= 9.1 in2 R2= 9.5 in2 (1.5)DLDefl= 0.47in Recom Camber= 0.71 in Beam Span 12.0 ft Beam Wt per ft 14.94 # Reaction 1 TL 5939# Reaction 2 TL 6162 # Bm Wt Included 179 # MaximumV 6162 # Max Moment 14352 '# Max V (Reduced) 5377# TL Max Defl L / 240 TL Actual Defl L/ 305 Section (in") Shear (in2 Attributes ) TL Defl (in) Actual 123.00 61.50 0.47 Critical 71.76 33.61 0.60 Status OK OK OK Ratio 58% 55% 79% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 2400 240 1.8 650 Adiusted Values 2400 240 1.8 650 Adiustments CvVolume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Point TL Distance Par UnifTL Start End B = 4036 3.0 H = 770 0 3.0 C = 4036 10.0 I= 770 10.0 12.0 I H I Pt loadsA: I s----Â·----'=~ =--------------=Â§ -______,6 I R1 = 5939 R2 = 6162 SPAN= 12 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex floor beam Bm#23 Date: 2/07/15 Selection I 4x 10 HF #2 Lu= 0.0 Ft Lu @OH= 2.0 Ft I Conditions NOS 2001, Overhang MinBearingArea R1=1.9in2 R2=2.8in2 (1.5)DLDefl= 0.16in. QÂ§J.Â§. Beam Span 10.0 ft Beam wt per ft 7.87# Reaction 1 TL 758# Reaction 2 TL 1137 # Bm WI Included 94 # MaximumV 821 # Overhang Length 2.0ft Max Moment 1817 '# Max V (Reduced) 699# Total Beam Length 12.0 ft TL Max Defl L / 240 TL Actual Defl L / 750 OH TL Actual Defl L/ 454 Section (in8 2 Attributes ) Shear (in ) TL Defl (in) OH TL Defl Actual 49.91 32.38 C,.16 -0.11 Critical 21.42 6.99 0.50 0.20 Status OK OK OK OK Ratio 43% 22% 32% 53% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adiusted Values 1018 150 1.3 405 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Cl Stability@ OH 0.9978 Rb= 4.91 Le= 2.66 Ft Loads Uniform TL: 150 = A Uniform Ld on Backs an Par UnifTL Start End K = 150 (OH) 0 2.0 Uniform Load A K D 6 R1 = 758 R2 = 1137 BACKSPAN = 10 FT OH= 2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex floor beam Bm #24 Date: 2/07/15 Selection I 4x 6 HF#2 Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1= 1.9 in2 R2= 1.9 in2 (1.5) DL Defl= 0.02 in Qsm. Beam Span 3.0 ft Beam Wt per ft 4.68# Reaction 1 TL 757# Reaction 2 TL 757# Bm 1M Included 14 # MaximumV 757# Max Moment 568'# Max V (Reduced) 526# TL Max Defl L/ 240 TL Actual Defl L/ >1000 Section (in4 2 Attributes ) Shear (in ) TL Defl (in) Actual 17.65 19.25 0.02 Critical 6.17 5.26 0.15 Status OK OK OK Ratio 35% 27% 15% Fb (psi) Fv (esQ E (psi x mil) Fc..L (psi) Reference Values 850 150 1.3 405 Adjusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 500 = A Uniform Load A 6 6 R1 = 757 R2 = 757 SPAN= 3 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex floor beam Bm#25 Date: 2/07/15 Selection I 6x 1 O HF #1 Lu= 0.0 Ft Conditions NDS 2001 Min Bearing Area R1 = 6.4 in2 R2= 6.4 inâ€¢ (1.5) DL Defl= 0.54 in Beam Span 12.0 ft Beam Wt per ft 12.7 # Reaction 1 TL 2606# Reaction 2 TL 2606# Bm 1M Included 152 # Maximum V 2606# Max Moment 6759 '# Max V (Reduced) 2228# TL Max Defl L / 240 TL Actual Defl L/ 265 Section (in8) Shear (in2 Attributes ) TL Defl (in) Actual 82.73 52.25 0.54 Critical 77.24 23.87 0.60 Status. OK OK OK Ratio 93% 46% 91% Fb (psi) Fv (psi) E (psi x mil) Fc.l (psi) Reference Values 1050 140 1.3 405 Adjusted Values 1050 140 1.3 405 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 300 = A Point TL Distance ParUnifTL Start End=:) 8=400 2.0 H = 165 0 2.0 C =400 10.0 I= 165 10.0 12.0 I H Uniform Load A Pt loads: I [[I I 6 6 R1 = 2606 R2 = 2606 SPAN= 12 FT Uniform and partial uniform loads are lbs per lineal ft. Project: 2014-26 Perasso Duplex Description: floor beam Beam ID: Bm #26 Date: 2/07/15 Selection .-51 --1/_4_x_9--1-/4-2-.0-E-T J-P-ara-11-am-E-.S-.-P-S_L L_u_=_O_.O_Ft--L-u_@_O_H_=_O.-O-F--.t I Conditions NOS 2001, Overhang Min Bearing Area R1= 4.7 in' R2= 4.0 in'. (1.5) DL Defl= 0.30 in. Beam Span 10.0 ft Beam Wt per ft 15.18 # Reaction 1 TL 3982# Reaction 2 TL 3366# Bm 'M. Included 182 # Maximum V 3982# Overhang Length 2.0 ft Max MomentÂ· 7533 '# Max V (Reduced) 3677# Total Beam Length 12.0 ft TL Max Deft L / 240 TL Actual Defl L / 397 OH TL Actual Defl L / 271 Section (in8 Attributes ) Shear (in') TL Defl (in) OH TL Defl Actual 74.87 48.56 0.30 -0.18 Critical 30.28 19.02 0.50 0.20 Status OK OK OK OK Ratio 40% 39% 60% 89% Fb (psi) Fv (psi) . E (psi x mil) Fc.l (psi) Reference Values 2900 290 2.0 850 Adiusted Values 2985 290 2.0 850 Adiustments CF Size Factor 1.029 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Cl Stability @ OH 1.0000 Rb= 0.00 Le= 0.00 Ft Loads Uniform TL: 380 = A Uniform Ld on Backs an Point TL Distance Par UnifTL Start End K= 380 (OH) 0 2.0 E = 2606 2.0 Uniform Load A K Pt loads6: ---~~ ---------6-.----~ R1 = 3982 R2 = 3366 BACKSPAN = 10 FT OH= 2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. " . . BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex ,bEc:'l""~beam Â· Bm #27 Date: 2/07/15 Selection j sx 10 HF #1 Lu= 0.0 Ft Conditions NDS 2001 Min Bearing Area R1= 4.2 in2 R2= 4.2 in2 (1.5) DL Defl= 0.39 in Beam Span 12.0 ft Beam Wt per ft 12.7 # Reaction 1 TL 1696 # Reaction 2 TL 1696 # Bm Wt Included 152 # Maximum V 1696# Max Moment 5089 '# Max V (Reduced) 1472 # TL Max Defl L / 240 TL Actual Defl L / 372 Section (in8 2 Attributes ) Shear (in ) TL Defl (in) Actual 82.73 52.25 0.39 Critical 58.15 15.78 0.60 Status OK OK OK Ratio 70% 30% 64% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 1050 140 1.3 405 Adjusted Values 1050 140 1.3 405 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 270 = A Uniform Load A 6 6 R1 = 1696 R2 = 1696 SPAN= 12 FT Uniform and partial uniform loads are lbs per lineal ft. -, . . BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex deck beam Bm#28 Date: 2/07/15 Selection I 4x 8 HF #2 Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1= 2.1 in2 R2= 2.1 in2 (1.5) DL Defl= 0.09 in ~ Beam Span 6.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 858# Reaction 2 TL 858# Bm 1M. Included 37 # MaximumV 858# Max Moment 1288 '# Max V (Reduced} 686# TL Max Defl L/ 240 TL Actual Defl L / 832 2 Attributes Section (in") Shear (in ) TL Defl (in) Actual 30.66 25.38 0.09 Critical 13.98 6.86 0.30 Status OK OK OK Ratio 46% 27% 29% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adjusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 280 = A Uniform Load A 6 6 R1 = 858 R2 = 858 SPAN= 6 FT Uniform and partial uniform loads are lbs per lineal ft. ,, ' . BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Duplex deck beam Bm#29 Date: 2/07/15 Selection ! sx 10 HF #2 Lu= 0.0 Ft J Conditions NOS 2001 Min Bearing Area R1= 3.2 in2 R2= 3.2 in2 (1.5) DL Defl= 0.55 in Q.Â§g Beam Span 14.0 ft Beam Wt per ft 12.7 # Reaction 1 TL 1279# Reaction 2 TL 1279 # Bm Wt. Included 178 # MaximumV 1279# Max Moment 4476 '# Max V (Reduced) 1134# TL Max Defl L/ 240 TL Actual Deft L / 307 8 2 Attributes Section (in ) Shear (in ) TL Defl (in) Actual 82.73 52.25 0.55 Critical 79.57 12.15 0.70 Status OK OK OK Ratio 96% 23% 78% Fb (psi) Fv (psi) E (psi X mil) Fcl. (psi) Values Reference Values 675 140 1.1 405 Adjusted Values 675 140 1.1 405 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 170 = A c-Â· Uniform Load A 6 6 R1 = 1279 R2 = 1279 SPAN= 14 FT Uniform and partial uniform loads are lbs per lineal ft. f I' â€¢ BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 Perasso Duplex deck beam Bm #30 Date: 2/07/15 Selection I (2) 2x 8 HF #2 Lu= 0.0 Ft Lu@OH=:fo!tl Conditions NOS 2001, Overhang Min Bearing Area R1= 0.4 in2 R2= 1.1 in2 (1.5) DL Defl= <0.01 in. Beam Span 4.0 ft Beam Wt per ft 5.29 # Reaction 1 TL 143 # Reaction 2 TL 429# Bm 'M. Included 32 # Maximum V 238 # Overhang Length 2.0 ft Max Moment 191 '# Max V (Reduced) 181 # Total Beam Length 6.0 ft TL Max Defl L / 240 TL Actual Defl L / >1000 OH TL Actual Oefl L/ >1000 8 Shear (in2 Attributes Section (in ) ) TL Defl (in) OH TL Defl Actual 26.28 21.75 0.00 <0.01 Critical 2.25 1.81 0.20 0.20 Status OK OK OK OK Ratio 9% 8% 1% 0% Fb (psi) Fv (psi) E (psi X mil) Fe I (psi) -Â· Reference Values 850 150 1.3 405 Adjusted Values 1018 150 1.3 405 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Cl Stability @ OH 0.9976 Rb= 5.07 Le= ~.66 Ft Loads Uniform TL: 90 = A Uniform Ld on Backs an Par Unif TL Start End K = 90 (OH) 0 2.0 Uniform Load A K 6 6 R1 = 143 R2 = 429 BACKSPAN = 4 FT OH= 2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. '1 It W BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 Perasso Duplex cant jsts. Bm#31 Date: 2/07/15 Selection I 2x 8 HF#2 Lu= 0.0 Ft Lu @OH= 2.0 Ftj Conditions NDS 2001, Overhang Min Bearing Area R1= 0.3 inâ€¢ R2= 1.0 in2 (1.5) DL Defl= <0.01 in. Beam Span 4.0 ft Beam Wt per ft 2.64 # Reaction 1 TL 139 # Reaction 2 TL 417 # Bm \M Included 16 # Maximum V 232 # Overhang Length 2.0 ft Max Moment 185 '# Max V (Reduced) 176 # Total Beam Length 6.0 ft TL Max Defl L / 240 TL Actual Defl L / >1000 OH TL Actual Defl L / >1000 Attributes Section (in') Shear (in2) TL Defl (in) OH TL Defl Actual 13.14 10.88 0.01 <0.01 Critical 2.20 1.76 0.20 0.20 Status OK OK OK OK Ratio 17% 16% 3% 0% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adjusted Values 1009 150 1.3 405 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Cl Stability @ OH 0.9890 Rb= 10.14 Le= 2.66 Ft Loads Uniform TL: 90 = A Uniform Ld on Backs an Par UnifTL Start End K = 90 (OH) 0 2.0 Uniform Load A K 6 6 R1 = 139 R2 = 417 BACKSPAN = 4 FT OH= 2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. "' ' ------- _,-.P .,r- ..- . ,,:JJ,.__,__,.,.."" â€¢ .._.,._ - lt Al {,: \ Pr-u -----Â·1 f2-~ -r-'--- - fl~ 1 ' Vt\ ' R-4- . 51~ ~ (.) f,/fr 41:> )/JdoflJJ - fk- :5Â£c7Jo) i 7 fr-3 I f97 - .. .. 0Â® 0 1i6) . . 1-L,, =r P.-"'=)- . _I , Â® r I p { . a: ~ j ~T, t~ $) J4 ' t -- ~ - - ) ~ ,I \3 ; <;): ~ &tr: , - ,i -- u I ,_. -t -11 __ e., Pt-6 I r/-u; Permit #: 600 Permit Date: 03/02/15 Permit Type: MULTI-FAMILY Project Name: Perasso Duplex Applicant Name: Rob Perasso Applicant Address: 4405 103rd Ave SE Applicant, City, State, Zip: Lake Stevens, WA 98258 Contact: Rob Perasso Phone: 425-334-6834 Email: rob@robselectricinc.com Scope of Work: 3 Story Duplex Townhouse Valuation: 424000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 09/13/2016 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel # Address Legal Description Owner Name Owner Phone Zoning 128 W BURKE AVE, UNIT 910 Undeveloped 00461801700800 PERASSO II LLC 4 & 5 (Vacant) Land Contractors Contractor Primary Contact Phone Address Contractor Type License License # 4405 103rd Ave CONSTRUCTION Rob's Electric Inc Rob Perasso 425-334-6834 ROBSEI*101ML SE CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C20. BUILDING All deck post bases 07/25/2017 07/25/2017 BUILDING Approved FINAL approved 7/25/17 KO C20. BUILDING 10/20/2016 Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 03/02/2015 BLD Ok to issue pending water supply (hydrant) issue. z.Christopher Young Fees Fee Description Notes Amount Park - Community MF Multi-family $2,994.00 Park - Mini MF Multi-family $872.00 Traffic Mitigation - SF Single Family split fee in half with triplex $5,032.50 Building Permit Table 4-1 424K $3,826.13 Forced Air Heat fee per Btu x2 $50.00 Gas Piping/Units Enter # of units x2 $20.00 Mechanical Base Permit Fee x2 $50.00 Plumbing Base Permit Fee x2 $50.00 Mechanical Commercial Permit Table 4-7; Per Unit x2 $264.00 State Surcharge - 1st DU Residential - 1st Unit $4.50 State Surcharge - add'l DU Residential Additional Units $2.00 Building Plan Review Table 4-2 $2,486.98 Total $15,652.11 Attached Letters Date Letter Description 03/19/2015 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 09/13/2016 Robert Perasso 61311678 cc $15,652.11 Outstanding Balance $0.00 Notes Date Note Created By: 03/02/2017 Water connection had not had final inspection by the Water Department. Kristin Foster Uploaded Files Date File Name 09/13/2016 1839591-600_Issued Permit.pdf 03/02/2015 979227-128 W Burke Ave - Duplex Application.pdf