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HomeMy WebLinkAbout511 Portage St_Jensen 8 Plex Approved Building Plan Set_2026 A NEW DUPLEX DEVELOPMENT FOR DEAN & JOAN JENSEN XXX 210"'.N.E. ARLINGTON,WASHINGTON DRAWING SCHEDULE SITE PLAN C-1 SITE PLAN(MAC ENGINEERING) DRAWING SCHEDULE FOR BUILDINGS 1&2 PROFESSIONAL SERVICES BY: A-1 FOUNDATION PLAN BUILDING 1&2 A-2 FLOOR PLAN—A A-3 FLOOR PLAN-C CIVIL: MAC ENGINEERING 77 A-4 EXTERIOR ELEVATIONS BUILDING 1 P.O.BOX SILVANA,WASHINGTON SHINGTON A-5 EXTERIOR ELEVATIONS BUILDING 2 (360 652-5820 EMAIL: macenglneering@frontier.com A-6 FLOOR FRAMING PLANS BUILDING 1&2 A-7 ROOF FRAMING PLANS BUILDING 1&2 c/ y�p 2 •Od = S 3Z�O'53 STRUCTURAL: PMER&ASSOCIATES nzu 3 2-6.53 DRAWING SCHEDULE FOR BUILDINGS 3&4 2722 COLBY AVENUE SUITE 722 U 5 3 f /6 Z•OU = Sl EVERETT,WAHINGTON K2 �G!• A-8 FOUNDATION PLAN BUILDING 3&4 (425)308-8070 6��6 EMAIL: tommyt42k@hotmail A-9 FLOOR PLAN—B A-10 FLOOR PLAN—C DRAWINGS: GEIGLE DESIGNS A-11 EXTERIOR ELEVATIONS BUILDING 3 14106 55TH.AVE.W A-12 EXTERIOR ELEVATIONS BUILDING 4 EDMONDS,WASHINGTON (425)787-2516 A-13 FLOOR FRAMING PLANS BUILDING 3&4 EMAIL: geigledesigns2@aol.com A-14 ROOF FRAMING PLANS BUILDING 3&4 6(( bzx#/4z r� TYPICAL CONSTRUCTION DETAILS IIµUA/IWIOIU: 31yl( zw4it VAlc*yoN. 3ZYk 4�Y, Z A-15 CONSTRUCTION DETAILS I3 yq X u-o.20 ,y�'k b�,u��T_ 2�9 yy z� A-16 CONSTRUCTION DETAILS J&NA7(o0 x y2.06 l /sK l �w_ �I R�3 •7� OFFICE COPY A-17 CONSTRUCTION DETAILS K�' L�/Iy q A-18 CONSTRUCTION DETAILS U Cl��� *iiL 3� ��6K SSC 7.5) 2•00 C(so) U b � l y�., 5-1 STANDARD LATERIAL DETAILS k y2.o 5k I -,3eQGN CITY BUILDING O DEPARTMENT rornc: �q Sby• 5 S—2 STRUCTURAL NOTES P 44. W 4:; APPr" " .0- N N V^l/ C-zs�.a a Ei4cy DATE D ID I`/BY NO HA ES AUTHO ED UNLESS APPROVED BY THE BUILDING INSPECTOR C I rL/ SECTION 11, TOWNSHIP 31 NORTH,RANGE 5 EAST, W.M.,SNOHOMISH COUNTY, WA _ I 1 f0 11 L 12 41 M I 4`' I I _ I y � x[ „ Wu , GRAPHIC SCALE _ I ■SITE I to 1 1 11 • 1B fA -- - - 11 1J (IN FEET) 1 INCH- 20 FT I I DATUM NAV.D.88-170 FEET:NG.V.D.28 BENCH: NORM TOP BONNET BOLT OF FIRE HYDRANT y VICINITY MAP ELEVA770N=129.84" DADR4 ESTABLISHED FROM,ENSEN FARM DIV.13 AS-BUETS LEGAL DESCRIPTION: _ LOT 3•.ENSEN FARM DIV./,7 AS RECORDED UNDER AUDITORS I FlLE//99904155ON',RECORDS DE SNOHOMISH COUNTY. �NN 777BBB���52�E=I.Bfi WASHINGTON SITUATE IN THE COUNTY a SNOHOMISH,STATE OF WASHING _ TAX PARCEL NO.: 008938OGOca300 SITE DATA: / — TOTAL SITE AREA: O.7I AC '^IJf►� >� L2 WATER NO/PROPOSED Z(NJINC ARL "t WATER ISTRICT. ARLINGTOHN 12 SEWER�1{` I GTON SCHOOL DISTRICT ARLARIINGTON 116 -1- ZZ s FIRE DISTRICT: 121 i ZZ - °-n- 5 W ` 20'BSBL ABBREVIATIONS TABLE -_ ---- -- ( I O I SITE ADDRESS: (Ail) =ANGLE FONT fMts) .EWV RAa SPACE ELEV W ARLI zTaH vE Bc) B0T O a cuRe-F 1 TOWS) •re wA ER sEPARAER � ` O ARuvcTav,WA. e 8OFT DW OF WALL (PC) -POT'111 COIRVATLRE t. 28 20 Ile I II I (PrJJ =FONT a WrzRSEc W (EwW) =eREAIxgrADE EwEAI (H) =PRaERn LHE ;� vp'uW� 1 - OWNER/APPLICANT.• (s) -CAC eASN (PM)) -POWR ME ER \ C Y C PA 0 RESDEvr Rj) -COLLECTION BOX LIMITS (PP) -P MR/UlI n POE (Tm) uWT(P) !r>P) W DEAN Sr OA (a) -pM If AT 1. 19f 1EON S.RNW AIN.,CNSEN (¢) :ON/ER LIE (PMFT) •PAIQENT A ` pj', ^ '1 TEL 4 25-356-70142 (P 'PCMV/a TAAYENCY 'x W I STANWOO7 WA 98292 (C.�C)) -LR ZG BASE CO R11 (REJ =RM EIEVAIKW PANDIP ,. A N �cs c) G TO°COIRsr psi) SsaD 1 a�nG LD 4 AREA (Or00 .O cnE wpv PIPE M =AR s�rR -,D yyn 3 1 CONTACT: J (59M) -SEWER MAAWOff O a -• MAC ENGINEERING,LLC (aavc) =ARAruDE (s xnR) =snRucn x f I2 I P 0.BDx 177 (E!) =EIEYARIOI (1&R) .TON RfMOVEf! R-S' - t 57LVANA WA 0281 (fW)) -EDGE a ASPNNr (TC) .10°a CURB $ (TYP) Ir+ TEL��FFAx:.760-652-5820 Ql7fi) =E.0 GRAVEL (7C) -RNLI CURB WLf7 1 ' j ^• - - 1 E-11AE:macmgneerngpionflernaH EAMEN (tSMT) . i ) TOP OF BANK NAP OF WALL ! O I (c -A rnR HE OF awff (ip) -TYw_AL 6" ( M) IRAX) - PE-cB Ie 2(n?) 26 _ aGB NOTES: A. FErmQ T FIRE VOLE r1BJ :YAAW BAS rz T� N; R s N BEew MEw I PPEEWTS SHALLY DMSF AMDD BASEDDmON T MIS a+�STRUCCTTED+n Mwu BUIaNr rr an J -FACE a CI 10) -WA MAN 8 O _-l I . ¢OW LOVE (W,R) =WHE¢aHAIR RAMP j '• 4 - -r1 `- __ g - - ��--- - I 2' c0ia+sTeiLeMrzDRAINAGE nE'la ENnREATER DUTi�As P AND a Prz"r/A WV srSTEErs.wAu N (E) =wLarrEIEVAnOV (Wv -MITER METER `4 � _ _ - q wv)) -WATER VALE 3 UTILITY AND PA MNc CONSTRUCMN 94AU PROWDE ALL ACCESSARY SERMCES TO PE J LOT AEC (U=A) _//w s OR TA 6 - BE Ass PER""ALTsin11 XEEAareLf TO FUTURE WORD.If COMPLETED FACILITY 9 AL. --- (Me) =IIAIL90 - _ u' LLs1z OJs �.. DE9Dv. LEGEND m a _ N W -- - ..��' ST � AORTAGE EXISTING DESCRIP7IQV PROPOSED 1 .- - BWG sETBACI LAE(BSBL) "' : E J ER eizs�9' 11051' Ora BAsw(rY 1) G o- VD4WT �� NYN NEW araB t SURVEYNOTES: CATCH BASIN(T)`2) ./rnATEO 4Ram:,D } I �? I. PIS MAP IS A TOPOGRAPHIC SURWY AND IS NOT STEM M N USED AS A CASE MONMENT tj! 55001 _. - 8. L - BASED ON ACCOMPIETE PROPERTY SURVEY 11 CLWPUANLF MIH ROOMEY DE PROPERTY OWS AS SHOWN HEREON AN NN M11,MCT TO CHANGE lD cavm?E MCN ■ X. DRAINAGE OTCl/SWALE ----- PEfl, ��� �� 1. TIE SURVf VOR HAS MADE NO WESOGA RN OR WaPENDENT SEARCH FOR EASEMENT' 53.76' �� a RECORD,ENOM&?ANCES RESORCPW CLNIENANT$OWAER9N TITLE EMERGE OR DRAWME FLOW PATTERNS -' - - - - ANY OVER FACTS THAT AN ACCURArz AND CURRENT PPE SEARCH NAY O'SOOEE ■ NM CHAIR RAMP Ww —m ER HO E:rz MTE ( ) T CpNCAE � � :, 3 Pas FEID SOP14 Y WAS COMPUTED AEY 1001 AND UPoATED DEOMfAA 20I7 D/W aARBC9TT CEMaiO O WEPT W FO01 - '':'N EASEMExIS(ESM'T) ___—_. 71 PTALL fE fU%j EASE i ISli 4 REWSED.SEWER. REnON 1PFE-2ES&ASfO ON CONSON/CON HAMS EDGE PAVEMENT(EN) _ MCI A 11 MDE A.i.I 9117f150O1 :�!;l AGED LATERAL SEWER LHE LOCA°ONS BASED ON ONSOKPON HANS FwE HYDRANT(FH) A LOT LIVE(LA) --MAISOxfs(MB M) GENERAL CONSTRUCTION NOTES. PROERTY LWE(PA) I ALL WORK AND MATERIALS SHALL CONFORM TO RE CDgMT EDIDWN a THE CITY a ARLWOMN PUBLIC WORKS 7. PE CONTRACTOR SIUu LOCATE AND PROTECT ALL CASTINGS AND UTILITIES OLNWG ONSMWnON AND SHALL CONSTRUCTION DRAWING REVIEW STANDARDS AND ME CURRENr EDITION a RE WASIINGTON STATE DEPARTMENT a TRANS ORTA/KW WSDO(f CONTACT OE OIERMWD URJTES LOCATE SERWX(1-800-424-5555 OR 811)AT LEAST 48 HOURS PROR TO RicHr a NAY(Rxw) R/1W STANDARD SPECNTCAn0NS FOR ROAD,SIC&AND MUAICIPAL cp MUCTIO.A COPY a X.T 7S HAu N CONSWIKWI ACKNOWLEDGMENT ROAD CENTER(CRT)LAVE —-CA ON 9rz otw CONSTRUCIKN. 8 NSCALL I AM ACCEPTANCE 5 ALL WORK OLETY O AODIWAISHfN BY RMLEL APPROPRIATE AT DE CITY a AALLOWIIN. COMPLIANCE PLAN SHEEN HAS BEEN F ARLIN AND EVALUATED RDI GENERAL SAN'TARY SEWER MAWOE 1 IT I$DE SDIf RESIPOUTS FROM TY a PE DEVELOPER ORACIDP M 7HER A GRATING PERIL RIGHT-OF-IOBTAINED PERMT, IT PROPER N RK CONTRANOIa DE I RESFVSPECTOR MAY TO RE REMOVAL AN$RERADEOr OF 17EM INAT D N ALLOWING COMHUNCE WITH THE DE a WTH ALL OWES AND LAWS AND ® a UTUTY OV7RAC FROM DE CITY ALL Rf FEINTS FROM OiNfR AGENCIES MUST ALSO N CMIANFD BY PE PROPER ADVANCE N01CO DE INSPECTOR WTI NAY REOI■RE REMOVAL AND IEP(AOMIENT a 1)EM5 MAl Od NOT HEFT CITY CONFORMANCE a TINS DESIGN W M ALL APPLICABLE LAWS AND YARD BASH()D) o O"IELa¢NNWORACiOR. STANDARDS LR WERE CONSTRUCTED WPHOIT WSPECIION. REGULATION$IS THE EFULLNGINEER, AND COMPLETE AND SIGNATURE APE LICENSED DESIGN ACKNOWLEDGMENT WHOSE STAMP AND TIONARTRE APPEAR 411ER SNBWT r --'---- J I'RIfN l0 ANY CIE CONTRA V ACPCTOR HAL THE DEELaER/COV L SCtEDULE CONSTR 9ULL ATRUCROV TEND A PRE-ONTSRUCOxI 403-35COINTPENCr 9. DE OW/RAC@R SHALL KEEP WE w-TRE AID OF WSE STREETS EETSSWEETS CLEW AT ALL HIES 7H OEANWG WITH A ON THIS TEFL ACKNOWLEROVAL R CONSTRUCTION DRAWING RENEW THE'RIOT TD CITY. DD"PE CONTRACTOR MUST% 1T AND RECVW APPROVAL FOR PE TRAFFIC ENCE BY ILO`/360�3%G.CITY W CITY C AAV/LWVVIECT ACIAAY IRUCI.WA9MlG a iNESE S/REEI$W■L NOT N ALLOWED WPIWI PRIOR APPROVAL fROI ODESREWIREDOHHE PRER /NTYT IMPLY CITY PS�ATEL CONSTRUCTION ACIIWDES CERAL PPERMIT RENEW ANDMAT STORM SP•8Wi ---- ;ERIWTS T AFURARY -9 AM$EDM¢IT CONTRO PUN,PERFORMANCE BOND,COPY a ODER AMMY PERMIT$,A SSPEE APPROVAL.THE PROPERTY OWNER AND LICENSED DESCH ENONEER UIXITY POE(PP LP) �-rO.A COPY OF PE CONTRACTORS LICENSE AID PROF Of NSCRANO COLERACE 10. W CONTRACTOR SHALL MANTAW%((1))SETS a'AS-BUILT'BANS SHOVING ALL FIELD CHANCES AND SHALL BE RESPONSIBLE FOR ME ACOUI9PON AND COMPLIANCE a M"ICA°ONS WEM T¢Y AFTER OWSiRMTKN CWHEDOW,RE CONTRACTOR SHAD.DEUWR BOTH COPES a AS-BUILT DRAWING APPROVAL ALL APPLICABLE PERMIT$AND/OR AUIHORIZA17ONS WHICH MAY BLONLOFF(BO) W 4 A COPY a TE APPROVED COWSMUCON PLANS MUST N ON THE ALB SITE WHEN CLW MUCMN IS N PROGRESS RED-LINED BANS TO PE pn THE an NU FORWARD OWE a THE CO Y3 TO TIE DEM ENGINEER. INCLUDE,BUT NOT LINOTICEMITED i0,NVTEHWSDFW H/DRAUUC PRO•ECT APPROVAL � ) •-'--- 5. ALL SIP'WOW SHALL N CONSMW70 IV ACCORDANCE 07B TIE APPROVED RANS ANY DEMATION FROM TE ACKNOWLEDGMENT pERM1T5 AND ME REQUIREMENTS(a)Nk NDANLEREDCORP OF ESP�f�CT WATER VALVE(WV) N APPROVED RAMS WE RE0W PRIOR APPROVAL FROM PE OWETO DE CITY ENGINEER AND ODER APPww TE THIS AS-BLM I PUN SHEET HAS BEEN RENEWED AND ACCEPTED AS A lV9X AONCE'S. RECORD DRAWING. ME LICENSED DESIGN ENGINEER WHOSE STAMP AND T(WATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE BY: SECIIW CORNER 6. ALL a Tff LOCATIONS a W EXISTING UDUTES SHOWN W DE FLAWS HAW Sn ESTABU9E0 BY FIELD SURVEY OR RESPONSIKI FCR ME ACCURACY HEREIN. G E NEER OBTAINED FROM AVALLAI LE RECORDS AND SHALL MWORE N CXWRED APPRO.CMATE AND NOT ACCESSWXY IE I CAPIM IT IS RE SOLE RESPNS■■ITY a VE'ONTRACTOR TO IAxPENDENPY WREY'THE ACOMACY a ALL DARE I$APPROVAL VALID F I MONTHS Sol LOG URJFY LOCATIONS BY DA TE: -'- DA IF "E"g°N ° PFN: PROJECT NO. �o`N D Mc�`! GRADWG ES77AM IE 4r6�° - -s rcD -- C fjV6ITffNiV6j 11 cP_.=M,q ---- ---- -- JENSEN 120102 � � CVF 7sO G>r, �L 750 CYs THE OWING ESTIMATE PRO FOR -. .__ DWG 431M 7IESE BANS IS APPROXMA IE ACNA( ___._.__-.._- _ __._. R�P,srF.�P +Et CRAMC allWS MAY VARY P.O. BOX 177, SILVANA, WA 98287 Ss,P„„icA` CAICULATKWS00 NOT ACCOUNT FOR SITE PLAN Cl TEL: (360) 652-5820 / FAX: (360) 652-5820 VARIOIS VaiXTRIC DIM S DURING TW �u�y A i ME CONTRACTOR SHAu VERIFY ME LOCAPON a ALL EARN WW PROCESS :eE RE VOLE DICE I MITIEO SHALL BE NORFIEDSWDOTI AGENCIEABLE EMAIL: macengineeringcafron tier.com DATE 1-800�446�6 TIME PRIOR TO THE START OF CONSTRUCTION OF 4 PLANS FOR BUILDING 1 & 2 43'-6• 5'-O' 49'-b' NOT TO SCALE All, NOT TO SCALE NOT TO SGALE ' STHDI4 -IS �'I Ip STHDI4 TtV4 IS •� STHDI4 1608 N 1G06 LL NOTE r 8 }VaTTAEL _ N FLOOR SLAB NOTE • Co$<j FLOOR SLAB NOTE » (,Ag"�) L Q N 2 - i l BUILDING DIMENSION I LINE SEE DETAILS W&: L - ,Dw_ Vw �Al NOTE +. 8 O V _ i d.Us il, iY IGO6 608 K "18"DIA. X 8' O I 1106 - 16" DIA. X 6" 303012 303012 424212 - I n FLOOR SLAB NOTE • IO I N i N GARAGE _ FLOOR N SLOPE O O � � I O OI 10 O v s 4 No g GARAGE FLOOR SLAB NOTE ++•to i FLOOR SLOPE SLAB ELEV.p', ELEV,OFIWAUL TOP TOP OF WALL �" '4 4 TOP OF WALL ELEV..1'_,1 d I�o6 ELEV.�I,yf1t �i �t 16 SLAB ELEV.49 O DEPRESS FNDN OPENING AT DOOR a PLAN G (FLIPPED) I DEPRESS FNDN OPENING AT DOOR PLAN A i 7 PLAN G (FLIPPED) PLAN A _ S^ I_5. 1�_5. FOUNDATION PLAN BUILDING -#2 -rip if -4" 15'-3" RO 15'-3" RO PROPERTY LINE -�I 3'-b' F:ENF E FOUNDATION PLAN BUILDING 4H FOR LAYOUTFOOTINGS, D IMENSIONS,, DETAILS < NOTES. 4 PR2ER&ASSOCVM,PLLC FOUNDATION PLAN BUILDING *1 2722 EVERETT.VA 9S0RE 722 EVERER.WA 58201 (425)3008070 I/4" _ 1'-0. STRUCTURAL REVIEW n15 DRAWMG HIS BEEN REVIEWED FOR STRUCK RAL RE W IRENENTS ONLY PER THE ARACHED LETTER ANO TM CNC'MTWNS FOUNDATION NOTES: Br. 1, CONTRACTOR SMALL VERIFY ALL NOTES,DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. A08f:L7�W0E:5 _ 2. ALL FOOTINGS TO REST ON UNDISTURED SOIL. VOID IPNOTWEFSIGNEO Py,J I I.DINfi KEY 3. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 4. ASSUMED SOIL BEARING CAPACITY 1500 PSF. PLAN-C FYJ1N_q RAN-A j 5. SEE THIS SHEET S-1 FOR FOOTING SCHEDULE. 4 HOLD POW NS, - FLIPPED FLIPPED DATE FOUNDATION PLAN BUILDING I < 2 SHEET 6. PLACE.006 POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLAB AT LIVING AREA.(LARGE IS OPTIONAL). 4-10.13 A NEW DUPLEX DEVELOPMENT FOR A 7. ALL ANCHOR BOLTS ARE TO BE HOT DIPPED GALVANIZED.SIZES AS CALLED OUT IN DETAILS. DEAN AND JOAN JENSEN ARLIZNGTON,WASHINGTON. 8. RIGID PERIMETER INSULATION R-30,WATER RESISTANT,INSTALL PER MFG.PRINTED INSTRUCTIONS. Pcaw per¢ 9. 4'THICJ(CONCRETE FLOOR SLAB OVER VB(NOTE 6)"ZED OVER 4"THICK GRANULAR FILL,TYP. DWG. GEIGT DESIGNS JOB NO: BY. 14106 55H. AVE. W OFFICE (425) 787-251G pUILpIW 2 BUILDING I 10. SLOPE D GARAGE FLOOR SLAB TO OVER HEAD DOOR 1",HOLD SLAB 1"BELOW LIVING SPACE FLOOR. RRG EMONDS, WA. -16026 EMAIL geigleAesigns2aDaal.com 1203-R ( -IS I .Is 4-0' 4'-O' 2'-10' 9'-5 1/2' 9'-7• FACE OF I 4 1/2' 1 6 FACE OF FACE OF 2-9 1/2" FA OF SHEATHING �SHEATHING SHEATHING b'-O' 3-10 1/2' 6'-O" 2'-10• SHEATHING 7 X 4 HOS RYER SW 4 PATIO SW-^ BIBBE SW-I I I DENT SEE EXTERIOR ELEV T \L FOR SLIDE DIRECTION 4e. W 1Y BEDROOM 3 v Ste\ z N BEDROOM 2 m LIVING ROOM Wu iv O< N N O N OTC$2 m A.17 7-5 (/1 NDTF '2 A n 30 H 2 �y 72' WD 2B" air N m DINING 30" STORAGE wH ° n N T N N N ,� N R45 N MIRROR 1 R S 2X6 WALL S-I hF. SHOWER � B#2 I TMr 42' HI. GTR. 2X6 WALL ' H 1 ;4 W 2 PH Q 2 MIRROR PH T .I5 3 N ',A15 i = p I WALL PH O 22X30 ABOVE 5' TUB ATTIC (3 DISP DW Q Q MIRROR WITH SWR, :P ACCESS �, 26" \ Q m d o KITGHEN w Z STOR. N Q O m b o- Q RNG, O 2; a 1 d 8 a 7 V MB LOWER y 6 O EXH. 15 R Ott 30" ROOF REFER 0 N 5-2' 9-7" 3 2" 3 11, N 2' 0 -- No(B NTRY aORGH. E—OFGE c 30, I.lo(�$Z N 32 96' SHEATHING N a - SW lI 13/8' SG, SELF I - - �6X6 •j N I 10 _ a N 9 'b CLOSING,W ATHER COL. SOUS cy 60, A I, STRIPPED 1 7'-5" 3'-6" 3'- 3''1 I" tr+R'6 -N 0 COMMON WALL. 2X6 STUD'S AT 16" { 13ptRIN6 O.G., R-21 INSULATION, 5/8' TYPE 'X' �(JZU10 4 MASTER BEDROOM OPPOSITEASIDE, 5Y6GE SIDE STAPE 'XDOONN lL1�lN - 60' Oµ GARAGE CEILING UNDER ROOM ABOVE o - o OUBLE GARAGE r W THIS GLOSETONL r SOLID WALL LINE ABOVE SOLID T N Jl 4 BEARING BEARING � EXTERIORSEE ON / �A1 I Sw-I GONG FOR_WINDOW LOGATION15X7 OH. DR WALK FACE OF i i q SHEATHING`' (-3 FACE OF / 7 FLOOR T O 3'-0" IS'-O' SHEATHING O I� SLOPE 3 5 O 2X6 WALL I 'u Q 1 3'-0' LONG -_-_� GARAGE BELOW N EDGE OF FLR. SLAB Jl `JW-I HOSE. 4 18'-O' y-6•.. f�FACE FAGE OF SHEATHIHI NG SHEATHING TYPICAL GWB SCHEDULE: ZD 1. EXTERIOR WALLS (INTERIOR SIDE) 5/8"-TYPE"X" UPPER FLOOR PLAN PRZER S ASSOCIATE&PLLC 2. GARAGE SEPARATION (SEE PLANS) 5/8"TYPE"X" 2722 CDUN ERVE�NUEE.SURE 722 EVIRI/4, - 1'-0" SF - 757 (4zs sosso7o 01 MAIN FLOOR P L A 3. PARTY WALL (INTERIOR SIDE) 5/8"TYPE"X" STRUCNRALREVIEW LIVING SF wnxm Tars oW Nas REEN REVIEWED Fqi RALREQIIIREMENTSONLYPERTNE GARAGE 60 360 SF STMQN 4. CEILING (MAIN FLR.&UPPER FLR.) 5/8"TYPE"X- ATL.GREDLEQERAND/DRCLWIATIM. 947 SF 5. ALL OTHER WALLS (BOTH SIDES) '/,"STANDARD JOB ID IF NOf WEIS ED FLOOR PLAN NOTES: 7. INSULATE BATHROOM WALLS WITH R-19 OR R-13 WALLS ARE 2X6 OR 2X4. 1. VENT ALL EXHAUST FANS TO EXTERIOR OF BUILDING THRU WALL OR THRU ROOF OR AS NOTED.ALL DUCTS ARE 26 - GA.GALVANIZED,SECURF ALL)DINTS PER MFG.PRINTED INSTR. 8. ALL EXTERIOR WALLS ARE 2X6 STUDS AT 16"O.C,OR AS NOTED.INSULATE WITH R-21. FLOOR PLAN -A 2. SMOKE DET ECTORS AT BE 120 VOLT,DIRECT HOOK UP TO POWER SUPPLY WITH EMERGENCY BACK SUPPLY IN CASE 9. ALL INTERIOR WALLS ARE 2X4 STUDS AT 16"O.C.OR AS NOTED.ALL DIMENSIONS ARE TO FACE OF STUD OR AS 15, ALL DOORS STYLES TO BE SELECTED BY OWNER. OF POWER FAILURE.HOME OWNER TO MAINTAIN BATTERY SYSTEM PER MFG.SPECS.SMOKE DETECTOR TO HAVE NOTES. 16. SEE EXTERIOR ELEVATIONS FOR DIRECTION OF SLIDING DOOR.DOORS TO BE TEMPERED SAFFTY GLASS. CO SENOR FOR CARBON MONOXITE. SYMBOL DATE: FLOOR PLAN A SHEET 10. INSULATE ATTIC SPACE WITH R-38 REFER TO PLANS FOR DETAILS, 17 PH IN BATHROOMS AND POWDER ROOMS-TOILET PAPER HOLDER. 3. ALL DOOR AND WINDOW HEADERS ARE TO BE MOUNTED LEVEL AROUND ENTIRE PERIMETER OF BUILDING UNLESS 5-ID I9 A NEW DUPLEX DEVELOPMENT FOR MIR IN BATHROOMS AND POWDER ROOMS=WALL MIRROR. A OTHERWISE NOTED. 11, ALL GLASS AROUND SHOWER OR TUB INCLOSURES TO BE TEMPERED SAFETY GLASS. _ I�JS�gfe ip R'ID DEAN AND LOAN JENSEN 4. ALL EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING OR AS NOTED OTHERWISE BY DETAILS. 12, SEE GWB SCHEDULE THIS SHEET TO SEE WHAT WALLS RECEIVE WHAT TYPE OF GWB. 18. SW =SHEARWALL PER SHEARWALL SCHEDULE ON SHEET S-1. XXX 210'.N.E. ARLINGTON,WASHiNG70N. 5. CENTER ALL DOOR OPENINGS IN WALL SPACE WHERE SHOWN OR HOLD 3'FROM CORNERS. 13, FLOOR AND WALL FINISHES PER OWNERS SPECIFICATIONS. 19. REFER TO STRUCTURAL NOTES AS REQUIRED.SHEET S-2. DwG. GEIGLE DESIGNS JOB NO: 6. 'A"WATERPROOF BACKING BEHIND ALL TUB AND SHOWER AREAS TO F ABOVE FLOOR.EXCEPT WHERE FIBERGLASS 14. GARAGE FLOOR SLAB 1"BELOW LIVING SPACE FLOOR SLAB.SLOPE GARAGE TO OVERHEAD DOOR 1"FROM BACK TO 20. EXTEND HEADER OVER GARAGE DOOR FULL LENGTHOF WALL NAIL WALL SHEATHING TO HEADER WITH IOd BY. 14106 55TH. AVE. W. OFFICE' (425) 707-2516 UNITS ARE INSTALLED. FRONT. 3"O.C.EACH WAY. RR G EDMONDS, WA. 96026 EMAIL: geigledesigns2NDaoLcom 1203-R I A•t5 22'-0' FAGS ADJACENT FACE OF UNIT �'� 21'-II 1/2" ADJACENT UNIT 6'-0' 9'-8 I/2' FACE OF ( b'-O" 4 6'-O• 2'-q" '-3' FACE OF SHEATHING FADE OF I SHEATHING 7 X 4 HOSE SHEATHING FACE OF BOO SHEATHING DRYER VENT sw 4 LIVING ROOM SWj- sw-I t I Sw 1 SEE EXTERIOR ELEV. U FOR SLIDE DIRECTION Z # Q i� BEDROOM #3 Of BEDROOM 2 y w �a g 3'-4 1 3'-0^ s'-q 1/2" a pa if 60" O •�_ 4-Ilo� w� NE n 2 SI 2 9'-4' L 3'-III/2' 20, L A-IS WALL N S 1 Nr, • 30" 30" m Hare �Z V, DINING O M pH 3 N •� 5' TUB WALL 28" wD 2X N �. N WITH 24" B #2 ." 4b' ❑ 56' m m SWR. MIRRO :.T,,,.. 0 10 1, 28" POWDER in WALL PHA AATTIO WH POS ACCESS LANDG N 42' HI. GTR. H DN 30" AND'G 5' TUB O O m WITH MIRROR 4i2 m 5 OO 36" HE DISP. DW S SWR. MB WALLS G A 18 Nof ` 1H R I LAND'G j m 26" LAND' �n O KITGHEN p O RNG. EXH. REFER ENTRY - FAGE OF iv g'-g 1/2, 3'-4 I/2' 7'-I 1 1/2" L 36" PORCH. SHEATHING' 32' 10" 30" SW-1 1 3/8' SG, SELF Sw CLOSING, WEATHER STRIPP - - COMMON WALL. 2X6 STUD'S AT 11" CO sTOR. L. MASTER BEDROOM p O.G, R-21 INSULATION, 5/6" TYPE 'X' p GWB GARAGE SIDE STANDARD ON OPPOSITE SIDE, 5l8 TYPE 'X' ON GARAGE CEILING UNDER ROOM ABOVE N I�\ WALL LINE ABOVE ^ 5N-I SEE EXTERIOR ELEVATION SOLID SOILD FOR WINDOW LOCATION FACE OF BEARING BEARING N SHEATHING GONG FACE OF 14'-0' `l'-0' O WALK SHEATHING N DOUBLE GARAGE 18'-O' 3'-I I I/2" F15X7 OH. DR. � 3 1/2,FAGE O Q_Ic7 ADJACENT 11/2" 7 -j JOR QIP UNIT SLE W HOSE BIBS GARAGE BELOW EDGE OF FLR. SLAB '-5" 15'-3' RO r-a TYPICAL GWB SCHEDULE: _ FAGE OF FACE OF SHEATHING I _ SHEATHING 1. EXTERIOR WALLS (INTERIOR SIDE) 5/8"TYPE-X- UPPER FLOOR PLAN I 3'-II I/2° 2. GARAGE SEPARATION (SEE PLANS) 5/B"TYPE"X" I/4" - I'-O" 725 SF I/2" IJg(E 21'-I I I/2" 3. PARTY WALL(INTERIOR SIDE) 5/8"TYPE-X- FACE OF ADJACENT K � 4, CEILING (MAIN FLR.F UPPER FLR.) 5/8"TYPE"X" UNIT 22'_O. 5. ALL OTHER WALLS(BOTH SIDES) '/z"STANDARD 2R OURY AV NUE,CIATES.PEL7 2T22 COME AVENUE.SUITE 722 EVEREM(425)3 (425 30880T0 STRUCTURAL REVIEW FLOOR PLAN NOTES: TN50MWINGNASEMENREwm— O—PERT am S M.REQUIREMENi50NLY PER rNE MAIN FLOOR PLAN ATVGMFDtE EHANO/ONGLC ATgN9. 1/4" - 1'-0" 10. INSULATE ATTIC SPACE WITH R-38 REFER TO PLANS FOR DETAILS. gy; LIVING 5g6 SF 1. VENT ALL EXHAUST FANS TO EXTERIOR OF BUILDING THRU WALL OR THRU ROOF OR AS NOTED.ALL DUCT,ARE 26 � GARAGE 360 SF GA.GALVANIZED,SECURE ALL JOINTS PER MFG.PRINTED INSTR. 11. ALL GLASS AROUND SHOWER OR TUB INCLOSURES TO BE TEMPERED SAFETY GLASS. 108 t: %MOD k MOTWET SIGNGN ED 1156 SF 2, SMOKE DETECTORS AT BE 120 VOLT,DIRECT HOOK UPTO POWER SUPPLY WITH EMERGENCY BACK SUPPLY IN CASE 12. SEE GWB SCHEDULE THIS SHEET TO SEE WHAT WALLS RECEIVE WHAT TYPE OF GWB. OF POWER FAILURE.HOME OWNER TO MAINTAIN BATTERY SYSTEM PER MFG.SPECS.SMOKE DETECTOR TO HAVE i3 FLOOR AND WALL FINISHES PER OWNERS SPECIFICATIONS. CO SENOR FOR CARBON MONOXTTE. SYMBOL 3. ALL DOOR AND WINDOW HEADERS ARE TO BE MOUNTED LEVEL AROUND ENTIRE PERIMETER OF BUILDING UNLESS 14. GARAGE FLOOR SLAB I"BELOW LIVING SPACE FLOOR SLAB.SLOPE GARAGE TO OVERHEAD DOOR 1"FROM BACK TO OTHERWISE NOTED. FRONT. FLOOR PLAN -C 4. ALL EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING OR AS NOTED OTHERWISE BY DETAILS. 15. ALL DOORS STYLES TO BE SELECTED BY OWNER. 5. CENTER ALL DOOR OPENINGS IN WALL SPACE WHERE SHOWN OR HOLD 3"FROM CORNERS. 16. SEE EXTERIOR ELEVATIONS FOR DIRECTION OF SLIDING DOOR.DOORS TO BE TEMPERED SAFETY GLASS. DATE' FLOOR PLAN G SHEET 6. '/z WATERPROOF BACKING BEHIND ALL TUB AND SHOWER AREAS TO 6'ABOVE FLOOR,EXCEPT WHERE FIBERGLASS 17 PH IN BATHROOMS AND POWDER ROOMS=TOILET PAPER HOLDER. S'IO'I3 A NEW DUPLEX DEVELOPMENT FOR A UNITS ARE INSTALLED. - MIR IN BATHROOMS AND POWDER ROOMS=WALL MIRROR. DEAN AND mAN IENSEN 18. SW-0=SHEARWALL PER SHEARWALL SCHEDULE ON SHEET S-1. XXX 21Cr N.E. 'J. 7. INSULATE BATHROOM WALLS WITH R-19 OR R-13 WALLS ARE 2%6 OR 2X4. ARLINGTON,WASHINGION. ,f 8. ALL EXTERIOR WALLS ARE 2X6 STUDS AT 16"O.C.OR AS NOTED.INSULATE WITH R-21. 19. REFER TO STRUCTURAL NOTES AS REQUIRED.SHEET S-2. DwG. GEIGLE DESIGNS JOB NO: 9. ALL INTERIOR WALLS ARE 2X4 STUDS AT 16"O.C.OR AS NOTED.ALL DIMENSIONS ARE TO FACE OF STUD OR AS 20, EXTEND HEADER OVER GARAGE DOOR FULL LENGTHOF WALL NAIL WALL SHEATHING TO HEADER WITH 10d BY. 14106 55TH. AVE. W. OFFICE: (425) 787-2516 NOTES 3"O.C.EACH WAY. RRG EDMONDS, WA. g8026 EMAIL: gaigledesigns2waol.com 1203-R FLASHING OCT. SCREENED ATTIC, VENT TYP, SIDING 5/4 X b BARGE COMP ROOFING \ BOARD TYP. WALL LINE \\y 4'-6' j BEYOND .. FASCIA TOP PLATE TOP PLATE TYP. TYP. SIDING SIDING TYP, 6036 G036 TYP. SONG —� —� SIDING O TYP. CORNER BOARD FLASHING ROOFING TYP. SIDING SUB FLOOR COMP UPPER FLOOR TYP. SIDING FASCIA FLASHING TYP. SIDING - WALL LINE BEYOND V GXG COL. WALL LINE/j TYP. SIDING �� m BEYOND 6X6 COL. COL. �A �[in FLASHING STONE APPROX, FIN. STONE RETURN / GRADE 2 X 10 SKIRT BOARD "!Y GONG. SLAB MAIN FLOOR 15X7 OVERHEAD DOOR, 4 15X7 OVERHEAD DOOR, 4 PANEL DESIGN, STYLE PANEL DESIGN, STYLE 3' X 6'-6" ENTRY DOOR, SELECTED BY OWNER SELECTED BY OWNER CULTURED STONE G PANEL DESIGN,WEATHER PLAN G STYLE SELECTED STRIPPED,METAL DR. PLAN A (FLIPPED) PLAN G BY OWNER TYP, AT GARAGE DOORS, FRONT ELEVATION RIGHT SIDE ELEVATION 5/4 X 6 BARGE 12 BOARD TYP. ` TYP. ROOF 4 PITCH COMPOSITION ROOFING CLASS 'A'INSTALLED PER MFG. PRINTED INST. 1 FLASHING .rA� hI FASCIA _t N' TOP PLATE BEVELED SIDING IX6 HARDIEBOARD, CEMENT BOARD EXPOSURE AND ATTACHMENT PER ff m G03G 6036 ,� MFG. PRINTED INSTRUCTIONS E I�\\ SUB FLR. I FLASHING X 4 WINDOW AND UPPER FLOOR FLASH WINDOW DOOR SURROUND TYP, TYP, SIDING COMP ROOFING /ROOFING 4 DOOR HEADS / 1C TYP. IC/ WALL LINE i BEYOND 7' TYP. CORNER TYP. SIDING BOARD 14 FA CIA FASCIA 1yP. TYP. CORNER 6050 6068 60G8 OS OS �7 �� S (X(. COL. BOARD \FLASHING STONE 4t1 RETURN APPROX, FIN, APPROX. FIN. \ 2 X 10 SKIRT BOARD GRADE GRADE `--' - y U I 3' X 6'-8' ENTRY DOOR, G PANEL DESIGN,WEATHER PLAN G PLAN A (FLIPPED) EXTERIOR ELEVATIONS: PLAN A (FLIPPED) STRIPPED, METAL DR. REAR 1. ALL FINISHED GRADES SHOWN ON DRAWINGS ARE APPROXIMATE PER SITE. REAR ELEVATION 2. ALL 10 AND WND��ARE TO BE DOUBLE GLAZED.LOW E.U=VALUES OF LEFT ELEVATION - 3. All DOOR HEADS,WINDOW HEADS AND SKIRT BOARDS TO BE FLASHED. i/4" P-O' 4. ROOFING:COMPOSITION CLASS"A"RATING,INSTALL PER MFG.PRINTED INSTRUCTIONS. BuiL DuPGY S, EXTERIOR COLORS PER OWNERS SPECIFICATIONS. 6. ELEVATIONS"DO NOT"SHOW GUTTERS AND DOWNSPOUTS FOR CLARITY OF DRAWINGS. PLAN-A PLAN-C 7. CONCRETE WALKS AND RATIOS ARE TO BE DETERMINED PER SITE CONDITIONS. FLIPPED DATE: EXTERIOR ELEVATIONS BUILDING I SHEET 8. RIDGE VENTS ARE SHOWN AND LOCATED ON ROOF FRAMING PLANS. 5•l0•13 ANEW DUPLEX DEVELOPMENT FOR A 9. ANY ROOF PENETRATIONS ARE THE BE HELD BACK S'-6"FROM PARTY CENTERLINE AND 3`0' u^p'p•"�R DEAN AND 30AN IENSEN FROM INTERIOR PROPERTY LINES ON GABLE ENDS. �R XX(210'.N.E. 4 10. BOTTOM OF FOOTINGS ARE NOT SHOWN FOR CLARITY OF DRAWING,SEE DETAILS FOR ARLINGTON,WASHINGTON. DEPTHS. DWG. GEIGLE DESIGNS BUILDING t � Nw, II. SIDING PATERN AND LAYOUT TO BE DETERMINED BY OWNER.DRAWINGS ARE ONLY ABY' 14106 55TH. AVE.W. OFFICE (425) 767-251b SUGGESTION RRG EDMONDS, WA. 96026 EMAIU0.IaI.designs2�aal.com 5/4 X b BARGE D COMP ROOFING G-O' BOAR TYP.b'-p• \ WALL LINE \y _..__..................... BEYOND c FASCIA FASCIA TOP PLATE Tor f.1E) TYP. 6036 TYP. SIDING 6036 TYP. SIDING —� FLASHING SIDING TYP. CORNER BOARD TYP. CORNER � �i BOARD BEVELED SIDING /� IXO HARDIEBOARD, CEMENT BOARD FLASHING J SUB FLOOR EXPOSURE AND ATTACHMENT PER COMP ROOFING UPPER FLOOR MFG, PRINTED INSTRUCTIONS FLASHING` YI COMP ROOFING \ FASCIA FASCIA ) J FASCIA✓ :�WALL LINE ❑ WALL LINE 6X6 COL. �---6X6 COL. m BEYOND ;jr� BEYOND FLASHING s 6X6 / 2 X 10 SKIRT BOARD GOL STONE APPROX. FIN. RETURN GRADE GONG. SLAB MAIN FLOOR Lit 15X7 OVERHEAD DOOR, 4 15X7 OVERT-EAD DOOR, 4 PANEL DESIGN, STYLE PANEL DESIGN, STYLE 3' X 6'-6'ENTRY DOOR, SELECTED BY OWNER SELECTED BY OWNER CULTURED STONE PLAN G (FLIPPED) G PANEL DESIGN,WETHER STYLE SELECTED STRIPPED, METAL DR. PLAN G (FLIPPED) PLAN A BY OWNER TYP. AT GARAGE DOORS. FRONT ELEVATION 1/4" _ P-p' LEFT SIDE ELEVATION 1/4• _ P-O" 12 TYP. ROOF 4 5/4 X 6 BARGE PITCH BOARD TYP. COMP ROOFING FLASHING\ FASCIA\ 5/4 X 6 BARGE ,1 y FASCIA BOARD TYP, 6036 603G 6036 FT E7111 TYP. SIDING I X 4 WINDOW AND TYP. SIDING TYP. CORNER Il FLASH WINDOW DOOR SURROUND TYP. BOARD')~{P FLASHING TYP. SIDING T DOOR HEADS ` TYP. ROOFIN TYP. / 14 COMP ROOFING 1G IC FASCIA 40 FASCIA +� 405 605Q WALL LINE ❑0 I WALL LINE 6060 6068 :�BEYOND �� CJ i BEYOND —� STONE 6X6 G06. C FLASHING APPROX. FIN. RETURN 2 X 10 SKIRT BOARD GRADE PLAN A 6 PANEL DESIGRY N WE PLAN A PLAN G (FLIPPED) STRIPPED, METAL DR. REAR ELEVATION EXTERIOR ELEVATIONS: RIGHT SIDE ELEVATION 1/4' - P-O' 1. ALL FINISHED GRADES SHOWN ON DRAWINGS ARE APPROXIMATE PER SITE. 2. ALL WINDOWS AND SLIDING DOORS ARE TO BE DOUBLE GLAZED,LOW E.U=VALUES OF DOORS.14 , WINDOWS, ,10 3. ALL DOOR HEADS,WINDOW HEADS AND SKIRT BOARDS TO BE FLASHED. 4. ROOFING:COMPOSITION CLASS"A"RATING,INSTALL PER MFG.PRINTED INSTRUCTIONS. 5. EXTERIOR COLORS PER OWNERS SPECIFICATIONS. FPLAN-C PLAN-A 6. ELEVATIONS'DO NOT"SHOW GUTTERS AND DOWNSPOUTS FOR CLARITY OF DRAWINGS. T CONCRETE WALKS AND PATIOS ARE TO BE DETERMINED PER SITE CONDITIONS. 8. RIDGE VENTS ARE SHOWN AND LOCATED ON ROOF FRAMING PLANS. DATE: EXTERIOR ELEVATIONS BUILDING 2 SHEET INTR� 9. ANY ROOF PENETRATIONS ARE THE BE HELD BACK 5'fi"FROM PARTY CENTERLINE AND 3'-0" �... � S-I D-I3 ANEW DUPLEX DEVELOPMENT FOR A FROM INTERIOR PROPERTY LINES ON GABLE ENDS, DEAN AND JOAN JENSEN BUILDING 2 XXX 21r.N.E. 10. BOTTOM OF FOOTINGS ARE NOT SHOWN FOR CLARITY OF DRAWING,SEE DETAILS FOR ARLINGTON,WASHINGTON. / DEPTHS. 5UIL.aIuC. KEY DWG. GEIGLE DESIGNS NO: 11. SIDING PATE AND LAYOUT TO BE DETERMINED BY OWNER.DRAWINGS ARE ONLY A BY. 14106 55TH. AYE. W. OFFICE: (425) 767-2516 SUGGESTION. RRG I EDMONDS, WA. 98024 TEMAIL:_qeigI.Jesig.s2*..I.... 1203-R i i I a Q-IS �XTRA,FLOOR,TRUSS, _ I . . . . - �5oy s�icrsb . . I I�' (4X2)F1.00,R TRUSSES AT 1a,2" or-,TYP.. . N - . Ib' (4X2)'FLOOR TRUSSES'AT'1a.2' O.G. TYP. M . 2 2. i M5TC qb GIRDER.TRUSS. MOe �j,$ EXTRA FLOOR TRUSS ' O . . . . . . . . . GIRDER TRUSS M02 N m C kn Z VI W N . I . I . . /'R. a Lu STAIRWELL OPENING STr — 3 I h STAIR I 6j STAIRWELL OPENING n O �I 1�1L A 11 d 13 OPN'G w f o o a (o I `fir = 17 . . u . . . v i ROWER q GIRDER TRUSS M0940 , .....:.. I. i m . O i TRUSS M07 —GIRDER. EXT ca ...:............................................................................ .. .. :. .. .. ' I ' 9' 7 1 2" S.V2 I .:....:.... ........... .:....: i .BLOCKED DIAPHRAGM ST6 / / / i LAST FLOOR.TRUSS. M05. — EX A F 00 RU LAST FLOOR TRUSSLZ i — BLOCKED DIAPHRAGM• 2 A•IS -LAST FLOOR TRUSS-MOa 3 LAST FLOOR TRUSS I -0. V Ia'-e• e'-o' I 3 -- — - -- -- PROPERTY ' LINE PLAN C L I FF60) 1't.�N /� fl—f<N A (F'-I PP�D) P Lf,t-J C UPPER FLOOR FRAMING PLAN BUILDING *2 I UPPER FLOOR FRAMING PLAN BUILDING *1 114' - r-o' I I/4^ -r-o^ FLOOR BEAM SCHEDULE BLOCKING DIAPHRAGM NOTE: MO1 GIRDER TRIISC 3A'TdG CDX WITH EXTERIOR GLUE SEE FLOOR FRAMING PLAN BUILDING #1 FOR NOTES AND DETAILS UPPER FLOOR FRAMING NOTES: Moe GIRDER TRUSS lOd 04"O.C.(PANEL EDGE) M03 GIRDER TRUSS 10d @12"O.C.(PANEL FIELD) 1. CONTRACTOR SHALL VERIFY ALL NOTES,DIMENSIONS&CONDITIONS PRIOR TO CONSTRUCTION. 2. FLOOR TRUSSES ARE(4X2)16•MTTEK FLOOR TRUSSES AT 19.2"O.C.UNLESS OTHERWISE NOTED. M04 GIRDER TRUSS 10d 0 3.O.C.(BOUNDARY EDGES) (UNO) MOS FLOOR TRUSS 3. ALL BEAMS ARE TO BE 4X10 art DOUG FIR 0 2X4 WALLS& 02X6 WALLS. PIKER&ASSOCIATES.PLLC 272200LBY AVENUE,SUITE 722 M06 (2)1 V4 X 16,MICROLLAM LVL EVERETT.WA 98201 4. ALL HEADERS TO BE(2)2X10'S t2 HEM FIR.UNO. 1.8 E 425 3OM070 STRUCTURAL REVIEW S. PROVIDE SOLID BLOCKING OVER SUPPORTS.PROVIDE FIRE BLOCKING 0 ALL PLUMBING TRswmwiR0 Ras 9EENRMENEDTOR PENETRATIONS, M07 GIRDER TRUSS STPUCNDLETtERALREQDIR QJOR ONLYGE . ATTICHEDU!TTER REMEN GLCUUTR THE 6. ■ INDICATES POINT LOAD SUPPORTED BY(2)2X TO MATCH WALL FRAMING UNO. MOB GIRDER TRUSS 9r. 7. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, M09 FLOOR TRUSS JOB coOATE:�LL�{L2 BU I L Q 11-)G ICE`( VOID IFNDrWErSIGNED RAN-C PIAN-A PUN-A J=--, 7T FLIPPED FLIPPEDDATE: UPPER FLOOR FRAMING PLAN BUILDING 1 4 2 SHEET 5-1D-13, A NEW DUPLEX DEVELOPMENT FOR A ? DEAN AND JOAN JENSEN `ice? w.'c XXX 210TR.N.E. Lp ARLINGTON,WASHINGTON. BUILDING 13UILDINGI DWG. GEIGLE DESIGNS JOB NO: BY. 14106 55TH. AVE. W. OFFICE: (425) 7e7-2516 RRG EDMONDS, WA. 9BO26 EMAIL: geigleAesignsio otom 1203-R NOT TO SCALE 2 I ( NOT TO SCALE NOT TO SCALE r1 A-n l � I �-► P. �a II IB• iq-17 TY RO 2 TYP, RD 2 NIP. q_0•..._I 4-0. 4 O.'..I 4-0N. . NOTE NOTE I I NOTE NOTE 11 O » Is I » IS II »15 »ly! U N V RIDGE RIDGE 9 N Q LINE I LINE I- LINE kf V) � T(p.P. -III W Z W pp W � UO 5'-6• S' 6. W I 2 5'-6' W LU il tt J p RIDGE VENT I I W O ~ m O N I 12' LONG Q Q I N OW p Of Q v I U i RIDGE LINE H tt (n - RIDGE LINE t4 I N N RIDGE VENT Cy RIDGE VENT I C [,!P-. 7 14' LONG Q LL Z Q RID E LINE A-17 - F 14' LONG Ce° q mm n - -� - 0 17 krtic W aG 2 (^ I6 -17 I TF Q RIDGE VENT aJ I] W E Z' .E p '�"h 4- LcweAo I m1D O IQ Low wog RcO� I RIDGE VENT i -ICo ICmp I rI 4' LONG LU t7z2 -' I I lll��� 2 W I� 11 JPy� Ef I FL I IJ ,Py ? 9�cFL . RIDGE VENT 4L LONG NO C NO Ilk RIDGE VENT `o I GIRDER TRUSS 4' LONG 2 � , T� RerP e 2 O G. l JP UUW� I 4 - NOT ...gv - - - ROOF TRUSSES AT-24"O.C: sd' y�A L RIDGE LINE . R0.4 - - I A-17 -J0 - GABLE END RO 4 RO 3 TYP 1 GABLE'END RO 3' GABLE END PROPERTY IB' LINE TVP PIFCER&ASSOCIATES.P_ PLAN G (FLIPPED E ) PLAN A I PLAN A (FLIPPED) PLAN G 2722 COEIIETtUEWRE 722 (425) W WA 9820 1 (425)308-8070 STRUCTURAL REVIEW THIS DMWINQ MB BEEN REVIEWED FOR BTRUCIDML NEQOI l.ENTB ONLY PER THE ATTxxEO LETTEP n+(D/�+DucDUTpxs. BY ROOF FRAMING PLAN BUILDING -*2 ROOF FRAMING PLAN BUILDING *1 Kle.:l�-r/o DATE:5/6 VdD iF NOT WET SIGNED I/4' - I'-O' I/4" - I'-O' ROOF FRAMING NOTES: CQUI I.DIW I<6'( ATTIC VENTILATION:(BASED ON UPPER FLOOR SQUARE FOOTAGE.PLAN-A) ROOF BEAM SCHEDULE 1. ROOF SHEATHING:SEE STRUCTURAL NOTES. 9. RIDGE VENTS PER DRAWINGS.(ALTERNATE ROOF JACKS WITH APPROXIMATELY 48 SI.FREE 1/300 PROVIDED 50%IS LOCATED T ABOVE PLATE LINE, F.� N-A F PUN-C ROIGIRDER TRUSS VENTILATION,LOCATE WHERE SHOWN WITH THIS SYMBOL .) ATTIC AREA =800 SF R02 4XI0#2 DOUG FIR 2. ROOF TRUSS ENGINEERING TO A SUPPLIED R.ROOF TRUSS MANFAC DRAWINGS, AND,N BE 10. LOCATE GABLE VENTS PER EXTERIOR ELEVATION DRAWINGS. _ R03 5 T/A X 11 1/4 PSL,2.0 E STAMPED BY A WASHINGTON STATE ENGINEER.LIVE LOAD TO BE PER DRAWINGS,NO ROOF TRUSSES ARE TO BE ALTERED ON JOB,PROVIDE SHOP DRAWINGS ON SITE FOR BUILDING 800/300= 2.67 SF NEEDED OR 1.34 SF AT OVERHANG AND 1.34 SF AT ROOF RIDGE LINE -.- q _,_ INSPECTOR. IT. CONTINOUS RIDGE VENT,HOLD BACK 5'-6"FROM PARTY WALL AND T FROM GABLE WALL.LENGTH O j SHOWN ON PLANS. RIDGE LINE NEEDS 1.34 SF OR 192.95 SI AND 192.95 SI AT OVERHANG. KaO1 J u�+ R04 5 Va X 11'k PSL,2.0 E 3. ALL GIRDER TRUSSES TO BE PER NOTE#2. 12. LOCATE ALL ROOF JACKS OR VENTS AWAY FROM GABLE END 3'AND 5'-6"FROM PARTY WALL EAVE OVERHANGS AT FRONT AND REAR OF UNIT.GABLE ENDS ARE TO HAVE NOT VENTILATION 4. ALL GABLE ENDS ARE TO BE STRUCTURAL(PER SPAN)WITH 2X4 NAILERS AT 24"O.C.FOR NAILING LOCATION. AS PER FIRE CODE. BUILDING 2 BWLDING i WALL SHEATHING OR SIDING. (PER NOTE#2). 13. ALL GARAGE ROOFS ARE ROOF TRusses AT 24"O.C. ATTIC VENTILATION;(BASED ON UPPER FLOOR SQUARE FOOTAGE.PLAN-C) ' 5. PROVIDE(2)CRIPPLES UNDER ALL ENDS OR BEAMS,GIRDERS AND HEADERS.#2 DOUGLAS FIR, CENTER UNDER CENTERLINE OF THE MEMBER ABOVE. 14. OVER FRAMFOR ATTIC VENTILATION.ING,2X6 RAFTERS AT 24"O.C.#2 HEM FIR,HOLD BACK ROOF SHEATHING TO ALLOW 1/300 PROVIDED 50%IS LOCATED 3'ABOVE PLATE LINE. DATE ROOF FRAMING PLAN BUILDING 14 2 SHEET 6. ATTACH ALL ROOF TRUSSES OR RAFTERS WITH SIMPSON HURRICANE TIE H-F-AT 24"O.C. 15 FIR.e 2ETAa 0AI.TT ROCg SHlaAT RING. ATTIC AREA =725 SF 5' -13 A NEW DUPLEX DEVELOPMENT FOR A 7. TRUSS BLOCKING OR RAFTER BLOCKING TO HAVE(3)1 4 XXX 4"DIA.SCREENED VENTS WHERE DEAN AND N.E. SHOWN ON DRAWINGS.`*SOLID BLOCKING CALLED OUT ON DRAWINGS WHERE SHOWN,THIS IENSEN 725/300= 2.42 SF NEEDED OR 1.21 SF AT OVERHANG AND 1.21 SF AT ROOF RIDGE LINE. 210T".N.E. BLOCKING IS DUE TO FIRE RATING.(HOLD BACK 2 TRUSS SPACES). RIDGE LINE NEEDS 1.21 SF OR 175 SI AND 175 SI AT OVERHANG. ARLING'TON,WASHINGTON. CKIN 8. USE METAL HANGERS WHERE REQUIRED ON DRAWING,SIMPSON WITH MODEL NUMBERS CALLED DWG. GEIGLE DESIGNS JOB NO; OUT ON PLANS.ALL HANGERS ARE TO BE CONNECTED WITH MFG.NAILS OR BOLTS. EAVE OVERHANGS AT FRONT AND REAR OF UNIT.GABLE ENDS ARE TO HAVE NOT VENTILATION BY. 14106 55TH. AVE. W. OFFICE: (425) 787-2516 AS PER FIRE CODE. RRG EDMONOS, WA. 16026 EMAIL: geigledesigms20DaoLcom 1205-R 131d,,I #3 y7y2.a� t Z3/ :a 5,623•61- Bob. �,y , �, 79z,,M f 231 8Lp6S A 3 '" V Vtlm#vo,l ' 319K Z37. I34'. 13 /z 92 x //b.24 =iy2K 3&6 x yz.A� z 75k 132-1 xiro.zq z HO 360 X'IZ.ob =15k 2,500.3y 50 Z 10d PLANS FOR BUILDING 3 & 4 3 NOT TO SCALE 22'-1 1/2" 21'-10 1/2" NOT TO SCALE NOT TO SCALE 4-15 111b -IrJ (a-�(q STHDI4 H STNDI4 STHDI STHDI4 1608 •� 1608 1608 & N � O NOTE O 1y N FLOOR SLAB NOTE G _ FLOOR SLAB NOTE (c � IWC M BUILDING LINE L I ) I SEE DETAILS I ` II(. A-I�0 _ NOTE__(r___I «.8 I 1 I i ____J I J O I608 u� L--J�----1 PN 5 o I 608 N I � N � WC ❑ 1608 ISn�Rg" N I60B ��1S 303012 424212 303012 FLOOR SLAB NOTE # IC) N o p FLOOR SLAB NOTE k 10 10 i O 4 CARTAGE FLOOR i GARAGE SLOPE FLOOR SLOPE TOP OF WALL TOP 41-4'ILL ELEV.4 q-U ' TOP OF WALL ELEV, 1'4q 1 SLAB ELEV.O(-O'I 1608 �I 1608 i SLAB ELEV.dlo' 1608 O DEPRESS FNDN OPENING AT DOOR 2 Q 7 DEPRESS FNDN OPENING AT DOOR PIRIOPERTY PLAN G (FLIPPED) S-1 1'-4" 15 3" (YP. I PLAN B (FLIPPED) 3-1 1 2" 44'-0" FOUNDATION PLAN BUILDING *3 PLAN B PLAN G NOTE: PIIZER&ASSOCIATES,PU-C 2 022 DDLBYAVENUE,SUITE 722 FOUNDATION PLAN BUILDIN6*4 SEE FOUNDATION PLAN BUILDING-4 FOR LAYOUT (42590&0701 OF FOOTINGS, DIMENSIONS, DETAILS G NOTES. SIRUCTURALRMEW THIS DRAWING HAS BEEN REJIEWED FOR STRIICIURAL REQUIREMENTS ONLY PER THE ARMHED LETTER PND/OR CALCUTATIONS. FOUNDATION NOTES: B �/ 1. CONTRACTOR SHALL VERIFY ALL NOTES,DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. -3-(6 �((0 JOB R: DATE: VOID IF NOT WET SIGNED 2. ALL FOOTINGS TO REST ON UNDISTURED SOIL. 3. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 4, ASSUMED SOIL BEARING CAPACITY 1500 PSF. 5, SEE THIS SHEET S-1 FOR FOOTING SCHEDULE. it HO-P rV•%!N5 DATE: FOUNDATION PLAN BUILDING 3 < 4 SHEET 6. PLACE.006 POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLAB AT LIVING AREA.(LARGE IS OPTIONAL). <j.lp- A NEW DUPLEX DEVELOPMENT FOR A 7. ALL ANCHOR BOLTS ARE TO BE HOT DIPPED GALVANIZED.SIZES AS CALLED OUT IN DETAILS. DEAN AND 30AN JENSEN N.E. 0. RIGID PERIMETER INSULATIDN R-10,WATER RESISTANT,INSTALL PER MFG.PRINTED INSTRUCTIONS. ARLINGTOGTO 8 RLN,WASHINGTON. 9. 4"THICK CONCRETE FLOOR SLAB OVER VB(NOTE 6)PLACED OVER 4"THICK GRANULAR FILL.TYP. DWG. GEIGLE DESIGNS JOB NO: BY. "To' 55TI" AVE.I OFFICE: (425) 767-2516 l0. SLOPE GARAGE FLOOR SLAB TO OVER HEAD DOOR 1",HOLD SLAB 1"BELOW LIVING SPACE FLOOR. RRG EDMONDS, WA. 98026 EMAIL: geiyledesigrls2aDaol.com 1203-R I )s _ -- 6 j 4'-2" 6'-9 I/2" 2'-5" 10'-9" 6'-O' 3-31- - FACE OF WALL FACE OF WALL 1 FACE OF WALL FACE OF WALL SHEATHING SHEATHING A.IS SHEATHING SHEATHING SW- 1 HOS GONG. DEYTR SW-� BIIBB PATIO. sw-�, yy —� J U 60" 3< 8 BEDROOM 3 BEDROOM 2 a � u w rr I 22 X 50 ATTIC p 4 0 b -1 i ACCESS 2 0 �� j IVING ROOM 2 ° j A15 w N d 19 3''e' 5' 2" 2'-5" q_b• ° 2 IJ1 F Sl GO 2'-4 I/2" $-1 rfP. j� S-1 .1EL CO 30" 50. 42' O ILAND'G 13 30• TYP �LAND'G WALLOW :32" WD m m I DINING " I S8 Ras I GO m 41 °JA U •� ^ `4 up 5 DN H 2e" BAT.'_ 5' 1�5N 11 '18 LAND'G I T -I 'LAND'G I R MIRROR W B HANDRAIL FFZ ® O PH SHR, GTR.I. I 42' H ° _......._.... N0?E ill � 36' N STOR, m o ENTRY 9 OO I 6 30" P WALL DW DISP. mI TUB a Q MIRROR - 0 2® KITCHEN , 30" M BATH SHR P DER ° RNG.00 NOtE N 6X6 T EXH. V \ GOL REFER OI iFL 26 IR12OR PH V 4._6. 3'-2" 7'-2" 3'-0" SW"IT 32' FIRE O R SELF T V r WH OLLORD CLOSING, WEATHER = ' _ MASTER Q 0 STRIPED, THRESHOLD 0 T II BEDROOM- 1.-0' 9'-4' 6'-6" 7A SOLI d 10 COMMON WALL 2X6 STUD'S AT iO - SU-I 19 I o WALL 16" O.G., R-21 INSULATION, 5/6" Q T3L'MRWG 601, p THIS TYPE "X" GWB GARAGE SIDE, CLOSET STANDARD ON OPPOSITE SIDE ONLY 5/6' TYPE "X" ON GARAGE CEILING iv UNDER ROOM ABOVE —_ WALL LINE ABOVE SOLID tiVV�1 5w-1 BEARING ° ° ( BEARRING DOUBLE GARAGE � O ' SEE EXTERIOR ELEVATION FOR WINDOW LOG. N iv C WALK FLOOR SLOPE 2X6 Y STUDS O GARAGE BELOW EDGE OF FLR, SLAB HOSE G41 $WBIBB FACE OF WALL FACE OF WALL FACE OF WALL 722'-O' FACE OF WALL SHEATHING p_5• N(1jZ IPyO PO I'-4 \ SHEATHING SHEATHING SHEATHING UPPER FLOOR PL4,N /4' - 1'-0' 716 SF Pn2ER 6 ASSDCIATEs.PLLC 2722 OOLBYAVENUE,SUITE 722 EVERER,WA 9W01 25) MAIN FLOOR PLAN FLOOR PLAN NOTES: STRUCTURAL4DEVIEW THSt MM G HAS SEEN REVIEWED ROR 10. INSULATE ATTIC SPACE WITH R-38 REFER TO PLANS FOR DETAILS. SrRVOIORU PERU RENENTS 0—PER THE LIVING 574 SF ATTMl1E01ET1ERAN0/ORCRLlNlAT10NS. 1. VENT ALL EXHAUST FANS TO EXTERIOR OF BUILDING THRU WALL OR THRU ROOF OR AS NOTED.ALL DUCTS ARE 26 11. ALL C,lAS$AROUND SHOWER OR TUB INCLOSURES TO BE TEMPERED SAFETY GLASS. GARAGE %0 SF GA.GALVANIZED,SECURE ALL JOINTS PER MFG.PRINTED INSTR. Bv: 934 SF 2.. SMOKE DETECTORS AT BE 120 VOLT,DIRECT HOOKUP TO POWER SUPPLY WITH EMERGENCY BACK SUPPLY IN USE 12, SEE GWB SCHEDULE THIS SHEET TO SEE WHAT WALLS RECEIVE WHAT TYPE OF GWB. loB M: 1<0.514 OF POWER FAILURE.HOMEOWNER TO MAINTAIN BATTERY SYSTEM PER MFG.SPECS.SMOKE DETECTOR TO HAVE 13 FLOOR AND WALL FINISHES PER OWNERS SPECIFICATIONS. VOID IF NOTWETSIGNEO CO SENOR FOR CARBON MONOXITE. SYMBOL • 3. ALL DOOR AND WINDOW HEADERS ARE TO BE MOUNTED LEVEL AROUND ENTIRE PERIMETER OF BUILDING UNLESS 14. GARAGE FLOOR SLAB 1"BELOW LIVING SPACE FLOOR SLAB.SLOPE GARAGE TO OVERHFAD DOOR I"FROM BACK TO OTHERWISE NOTED. FRONT. FLOOR PLAN — B TYPICAL GWB SCHEDULE: 4. ALL EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING OR AS NOTED OTHERWISE BY DETAILS. 15. ALL DOORS STYLES TO BE SELECTED BY OWNER. 1. EXTERIOR WALLS (INTERIOR SIDE) 5/8"TYPE"X" 5. CENTER ALL DOOR OPENINGS IN WALL SPACE WHERE SHOWN OR HOLD 3"FROM CORNERS, 16. SEE EXTERIOR ELEVATIONS FOR DIRECTION OF SLIDING DOOR.DOORS TO BE TEMPERED SAFETY GLASS. DATE: FLOOR PLAN B SHEET 2. GARAGE SEPARATION SEE PLANS 5/8"TYPE"X" 6. 'h"WATERPROOF BACKING BEHIND ALL TUB AND SHOWER AREAS TO 6'ABOVE FLOOR.EXCEPT WHERE FIBERGLASS 17 PH INB.ATHROOMSANDPOWDERROOMS-TOILETPAPERHOLDER. 6'10-'� A NEW DUPLEX DEVELOPMENT FOR A ( ) UNITS ARE INSTALLED. MIR IN BATHROOMS AND POWDER ROOMS=WALL MIRROR. 0A DEAN AND 7N)lNSEN 3. PARTY WALL (INTERIOR SIDE) S/8"TYPE"X" 7 INSULATE BATHROOM WALLS WITH R-19 OR R-13 WALLS ARE 2X6 OR 2X4. 18. SW-0-SHEARWALL PER SHEARWALL SCHEDULE ON SHEET$-1. XXX 210TH.N.E. ARLINGTON,WASHINGTON, 4. CEILING(MAIN FUR.&UPPER FUR,) 5/8"TYPE"X" B, ALL EXTERIOR WALLS ARE 2X6 STUDS AT 16"O.C,OR AS NOTED.INSULATE WITH R-21. 19. REFER TO STRUCTURAL NOTES AS REQUIRED.SHEET S4. DWG. GEIGLE DESIGNS JOB NO: 5, ALL OTHER WALLS(BOTH SIDES) 1/2"STANDARD 9, ALl INTERIOR WAILS ARE 2X4 STUDS AT 16"O.0 OR AS NOTED.ALL DIMENSIONS ARE TO FACE OF STUD OR AS 20. EXTEND HEADER OVER GARAGE DOOR FULL LENGTHOF WALL NAIL WALL SHEATHING TO HEADER WITH 10d BY. 14106 55TH. AYE. W. OFFICE: (425) 767-2516 NOTES. 3"O.C.EACH WAY. RRG EDMONDS, WA. 99026 EMAIL: 9sigledssi8ns2S6aol.com 1203-R I FACE OF ADJACENT FAGE OF UNIT 21,_II I/2, ADJACENT UNIT W-6' 6'-0' 6 V2" FACE OF I 4'_3" 6'-O' 2'-q" FAGE OF SHEATHING FACE OF FACE OF SHEATHING 7'.X 4' SHEATHING DRYER I� HOSE BIBS SHEATHING VENT sw 4 SEE EXTERIOR ELEV. FOR SLIDE DIRECTION z BEDROOM #2 V) BEDROOM *3 WW I� B wU A-IV '-4 I 3` 5'-q 1 \ LIVING ROOM )a - IV o G IT 6o" o Nw - n IL G L 3-11 I/2' L 5'- " A-15 3 15 2O• - �. WALL 30" 30" Noft Z l� TvP iY WD WALL iv DINING M PH S N ;4WITHUS B #2 29 48 56+ \ O - 24" SWR. MIRRO T O m 26" POWDER ° PH N ^ WH N W 22X3 ALL PISS m ATTIC ACCESS DN LANDG 42" HI, GTR. ......................................... 30" AND' p H I R In 5' TUB No�E1MD OO OO m WITH MIRROR _ 36"HI. 0 5 N SWR. MB WALL -Ig DISP. DW - 15 28" 'O 1`4oT�#Z H 1 LAND'G j m _ IAND� p KITCHEN p PING. L W WALL _ -_-_ ,.,. Ras a EXH. REFER ..'.',' . i0 P ENTRY ZSHEATHINr,2! GE OF N p q'-q 1/2, 3'-4 I/2' 7'-11 1/2' L_� - I .PONC ORCH. 32' to, 30" SW I 1 3/6 SC, SELFi�� 5W 1 C WEATHER LOSING, STRIPP� COMMON WALL, 2X6 STUDS AT 16' CO STOP. L. MASTER BEDROOM O O.G., R-21 INSULATION, 5/6" TYPE 'X' T GWB GARAGE SIDE STANDARD ON OPPOSITE SIDE, 576. TYPE 'X' ON N N GARAGE CEILING UNDER ROOM ABOVE N I� WALL LINE ABOVE T n rJA7-I SEE EXTERIOR ELEVATION \SOLID / I FOR WINDOW LOCATION SOILD FADE OF BEARING BEARING N SHEATHING GONG FAGE OF 14'-01 O WALK SHEATHING N DOUBLE GARAGE 15X7 OH, DR FACE ,15 21'-I I I/2" ADJACENT P UNIT 7 SL�PE I 22'-0" Aap r HOSE BIBS GARAGE BELOW EDGE OF FLR, SLAB TYPICAL GWB SCHEDULE: FAGE OF FAGE OF SHEATHING \N �. SHEATHING 1. EXTERIOR WALLS(INTERIOR SIDE) 5/8"TYPE"X" _ UPPER FLOOR PLAN 2. GARAGE SEPARATION (SEE PLANS) 5/8"TYPE"X" I/4' - I'-O" 725 SF I/2` 3. PARTY WALL(INTERIOR SIDE) 5/8"TYPE"X" FACE OF ADJACENT 4. CEILING(MAIN FLR.&UPPER FLR.) 5/8'TYPE"X" UNIT 22'-O' 5. ALL OTHER WALLS(BOTH SIDES) V2"STANDARD PRZER&ASSOCWTES,PLLC 2722 COLRY AVENUE,SUITE 722 EVERETT.WA 98201 MAIN FLOOR PLAN FLOOR PLAN NOTES 428)30s8070 STRUCTURAL REVIEW --- TH6 DMWING HAS BEEN REVIEWED FOR 10. INSULATE.ATTIC SPACE WITH R-38 REFER TO FLATUS FOR DETAILS. sTRucTeRu REQUIRENENTB ONLv"ER THE LIVING 5q6 SF ATTACHED EETIERANDENTS LCUlAT10N8. I. VENT ALL EXHAUST FANS TO EXTERIOR OF BUILDING TEED WALL OR tHRU ROOF OR AS NOTED.ALL DUCTS ARE 26 GARAGE 360 SF GA.GALVANIZED,SECURE ALL X)iN75 PER MFG.PRINTED INSiR. 11. ALL GLASS AROUND SHOWER OR TUB INCIOSURES TO BE TEMPERED SAFETY G4155. B'P q% SF 2. SMOKE DETECTORS AT BE 120 VOLT,DIRECT HOOK UP TO POWER SUPPLY WITH EMERGENCY BACK SUPPLY IN CASE 12. SEE GWB SCHEDULE THIS SHEET TO SEE WHAT WALLS RECEIVE WHAT TYPE OF GWB. joBr�l(o OF POWER FAILURE.HOME OWNER TO MAINTAIN BATTERY SYSTEM PER MFG.SPECS.SMOKE DETECTOR TO HAVE � _((0�� CO SENOR FOR CARBON MONOXITE. SYMBOL 13, FLOOR AND WALL FINISHES PER OWNERS SPECIFICATIONS. I I o7 WET SIGN 0 3. ALL DOOR AND WINDOW HEADFRS ARE TO BE MOUNTED LEVEL AROUND ENTIRE PERIMETER OF BUILDING UNLESS 14. GARAGE FLOOR SLAB 1"BELOW WING SPACE FLOOR SLAB.SLOPE GARAGE TO OVERHEAD DOOR I'FROM BACK TO OTHERWISE NOTED. FRONT. 4. ALL EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING OR AS NOTED OTHERWISE BY DETAILS. 15. ALL DOORS STYLES TO BE SELECTED BY OWNER, FLOOR PLAN-C 5. CENTER ALL DOOR OPENINGS IN WALL SPACE WHERE SHOWN OR HOLD 3'FROM CORNERS. 16, SEE EXTERIOR ELEVATIONS FOR DIRECTION OF SLIDING DOOR.DOORS TO BE TEMPERED SAFETY GLASS. DATE: FLOOR PLAN G SHEET 6. 'b"WATERPROOF BACKING BEHIND ALL TUB AND SHOVVFR AREAS TO&ABOVE FLOOR.EXCEPT WHERE FIBERGLASS 17 PH IN BATHROOMS AND POWDER ROOMS-TOILET PAPER HOLDER. S,I0-0, A NEW DUPLEX DEVELOPMENT FOR A UNITS ARE INSTALLED. MIR IN BATHROOMS AND POWDER ROOMS=WALL MIRROR. DEAN AND BAN JENSEN 7. INSULATE BATHROOM WALLS WITH R-19 OR R-13 WALLS ARE 2X6 OR 2X4. 18. SW-0o-SHEARWALL PER SHEARWALL SCHEDULE ON SHEET S-1. XXX 210°1.N.E. I`� ARLINGTON,WASHINGTON. V 8. ALL EXTERIOR WAU.S ARE 2X6 STUDS AT 16'O.C.OR AS NOTED.INSULATE WITH R-21. 19. REFER TO STRUCTURAL NOTES AS REQUIRED.SHEET S-2. DWG. GEIGLE DESIGNS JOB NO: 9. ALL INTERIOR WALLS ARE 2X4 STUDS AT 16'O.C.OR AS NOTED.ALL DIMENSIONS ARE TO FACE OF STUD OR AS 20. EXTEND HEADER OVER GARAGE DOOR FULL LENGTHOF WALL NAIL WALL SHEATHING TO HEADER WITH 10d BY. I"" 55TH. AVE, W OFFICE: (425) 767-2516 NOTES, 3"O.C.EACH WAY, IRRG I EDMONDS, WA. g8026 EMAIL geigledesigns2aaol.com 1203-R 5/4 X 6 BARGE BOARD TYP 12 ROOF PITCH 12XI4 SCREENED 4 GABLE VENT TOP PLATE CORNER TYP. SIDING TYP. SIDING BOARD WALL LINE TYP SIDIN b0 ,/ 6036 BEYOND +C —� O I 6'-O• BEVELED SIDING IX8 HARDI[BOARD, CEMENT BOARD \\ 777= UPPER FLR. /EXPOSURE AND STUC TION NT PER SUB FLR �/ MFG. PRINTED INSTRUCTIONS \ GOMP ROOF ING FASCIA \, WALL LINE — „ _._ CORNER BEYOND ❑❑ _ FASCIA 7 TYP, 6X6 GOL --._ —.—_-- BOARD BIDING 6X6 COL. I `/ m Q ' 1 6X6 COL.FLASHING 1011 a11 4 ST RETURN STONE 6 ` APPROX FIN 2X10 SKIRT BOARD J GRADE FLR. SLAB— -- ---- MAIN FLR 15X7 OVERHEAD DOOR, 4 15X7 OVERHEAD DOOR, 4 PANEL DESIGN, STYLE PANEL DESIGN, STYLE SELEGT ED BY OWNER SELECTED BY OWNER CULTURED STONE PLAN G (FLIPPED) 3' X 6'-6% SOLID GORE STILE SELECTED - DOOR, WEATHERSTRIPPED BY OWNER TYP STYLE SELECTED BY OWNER PLAN G (FLIPPED) PLAN B (FLIPPED) AT GARAGE DOORS. FRONT ELEVATION LEFT SIDE ELEVATION 1/4' - I'-O" 1/4" - 1'-O' 5/4 X 6 BARGE BOARD TYP. ` COMP ROOFING FASCIA 6036 6036 6036 6036 - GORNE'.RI BOAR; ROOF AND WALL --- LINE BEYOND CORNER IX4 WINDOW AND BOARD DOOR SURROUND k CORNER FLASHING /IIYP. SIDING CORNER �--j J BOARD TYP. SIDING _ BOARD COMP ROOFING I FLASHING \ -- TYP rj4 COMP --- -- 17 FASCIA FASCIA Q WALL LINE BEYOND WALL LINE > �} 6050 6066 6066 6050 BEYOND TYP. SIDING Al STONE 6X6 COL. RETURN 2XIO SKIRT BOARD APPROX. FIN, I I / GRADE \ PLAN B (FLIPPED) PLAN G (FLIPPED) y PLAN B (FLIPPED) 3' X 6'-d', SOLID GORF DOOR, WEATHERSTRIPPED REAR ELEVATION LEFT SIDE ELEVATION STYLE SELECTED BY OWNER 1/4" - 1'-0" EXTERIOR ELEVATIONS: QuIL.DI�.E� I<E`( 1. ALL FINISHED GRADES SHOWN ON DRAWINGS ARE APPROXIMATE PER SITE. 8. RIDGE VENTS ARE SHOWN AND LOCATED ON ROOF FRAMING PLANS. 2. ALL WINDOWS AND SLIDING DOORS ARE TO BE DOUBLE GLAZED.LOW E.U VALUES Of 9, ANY ROOF PENETRATIONS ARE THE BE HELD BACK S'-6'FROM PARTY CENTERLINE AND 3'-0" PLAN-C PLAN-B DOORS .ZO , WINDOWS, .3D FROM INTERIOR PROPERTY LINES ON GABLE ENDS. FLIPPED FLIPPED DATES EXTERIOR ELEVATIONS BUILDING 3 SHEET 3. ALL DOOM HEADS,WINDOW HEADS AND SKIRT BOARDS TO BE FLASHED. 10. BOTTOM OF FOOTINGS ARE NOT SHOWN FOR CLARITY OF DRAWING,SEE DETAILS FOR S ID 13 — -- A DEPTHS. A NEW DUPLEX DEVELOPMENT FOR A 4. ROOFING:COMPOSITION CLA55"A"RATING,INSTALL PER MFG.PRINTED INSTRUCTIONS. DEAN AND JOAN]ENSEN 11. SIDING PATERN AND LAYOUT TO BE DETERMINED BY OWNER.DRAWINGS ARE ONLY A XXX 210'".N.E. E(]5. EXTERIOR COLORS PER OWNERS SPFICATIONS. SUGGESTION. .V J ARLINGfON,WASHINGTON. 6. ELEVATIONS"DO NOT"SHOW GUTTERS AND DOWNSPOUTS FOR CLARITY OF DRAWINGS. BUILDING i DWG 14106 55T GEIGLE DESIGNS. AVE W FIGE: 04— J NO. BY. H OF 787-1.516 7. CONCRETE WALKS AND PATIOS ARE TOBE DETERMINED PER SITE CONDIT70N5. RRG EDMONDS, WA. 96026 EMAIL:geigleAesigns2WaoLcom �Zoj-i� GOMP ROOFING ASI,'A FASCIA TYP TYP TYP SIDING TYP WALL LINE " SIDING 6036 SIDING G036 SIDING TYP, CORNER BEYOND FLASHING _4 BOARD SIDING FLASHING g-p• I - -- /TYP. SIDING /+ 1! WALL LINE COMP ROOFING BEYOND FASCIA COMP ROOFING' FLASHING FASCIA ,, -- FASCIA/ WALL LINE ❑❑ - 6X6 COL. BEYOND -'"—V K ONE RETURN TYP. SIDINGST FLASHING tlF APPROX, FIN, / GRADE _ / 2X10 SKIRT BOARD IPA" . W K 15X7 OVERHEAD DOOR, 4 15X7 OVERHEAD DOOR, 4 PANEL DESIGN, STYLE PANEL DESIGN, STYLE 3' X b'-8', SOLID GORE SELECTED BY OWNER SELECTED BY OWNER CULTURED RSELEGTED I-� DOOR, STYLE SELECTED RIPPEDSTYLE PLAN G BY OWNER TYP. RIGHT SIDE ELEVATION PLAN B PLAN G AT GARAGE DOORS. FRONT ELEVATION - 1/4, 12 TYP, ROOF 4 5/4 X b BARGE PITCH BOARD TYP. \ COMPOSITION ROOFING \\y GLASS "A• INSTALL PER MFG. INSTRUCTIONS TOP PLATE I 6036 6036 6036 '! 6036 - - GORNER BOARD O TYP. SIDING SUB Fl-Q. IX4 WINDOW AND UPPE12 FL12 DOOR SURROUND TYP SIDING BEVELED SIDING FLASHING GOMP ROOFIN IX8 SURE AND AT CEMENT BOARD FLASHING MFG. PRINTED AND ATTACHMENT PER COMP ROOFING FASCIA MFG. PRINTED INSTRUCTIONS GORNER CORNER BOARD �� BOARD - (�n 14 WALL LINE FASCIA (T � BEYOND �❑ 6050 6068 066 6050 a _ 1.__I� 6X6 GOL WALL LINE 11.JI �- 2X10 SKIRT BOARD —J GRADOX. FIN. T FLASHING BEYOND 1 I 2XIO SKIRT BOARD STONE RETURN 1 FLR. SLAB 3' X 6'-8", SOLID GORE PLAN G PLAN B PLAN B DOOR WEATHERSTRIPPED 5TYLe SELECTED BY OWNER REAR ELEVATION LEFT ELEVATION 1/4' - P-O" EXTERIOR ELEVATIONS: 5JIL—Do,-4G I�E`( 1. ALL FINISHED GRADES SHOWN ON DRAWINGS ARE APPROXIMATE PER SITE. 8. RIDGE VENTS ARE SHOWN AND LOCATED ON ROOF FRAMING PLANS. rLAN-B PLAN-C 2. ALL WINDOWS AND SLIDING DOORS ARE TO BE DOUBLE GLAZED.LOW E.U=VALUES OF 9. ANY ROOF PENETRATION'S ARE THE BE HELD BACK 5-6-FROM PARTY CENTERLINE AND T-0" DOORS.10 , WINDOWS, ,_Sp FROM INTERIOR PROPERTY LINES ON GABLE ENDS. DATE EXTERIOR ELEVATIONS BUILDING 4 SHEET 3. ALL DOOR HEADS,WINDOW HEADS AND SKIRT BOARDS TO BE FLASHED. 10. BOTTOM OF FOOTINGS ARE NOT SHOWN FOR CLAR1 fY OF DRAWING,SEE DETAILS FOR 15,10-13 ANEW DUPLEX DEVELOPMENT FOR A DEPTHS. �{_ q, ROOFING:COMPOSITION CLASS'A'RATING,INSTALL PER MFG.PRINTED INSTRUCTIONS. DEAN AND JOAN JENSEN Il. SIDING PATERN AND LAYOUT TO BE DETERMINED BY OWNER.DRAWINGS ARE ONLY A F XXX 21r.N.E. I I✓1 5. EXTERIOR COLORS PER OWNERS SPECIFICATIONS. SUGGESTION. ARLINGTON,MSHINGTON, L 6. ELEVATIONS"DO NOT'SHOW GUTTERS AND DOWNSPOUTS FOR CLARITY OF DRAWINGS. BUILDING 4 DWG GEIGLE DESIGNS JOB BY. N0. 14106 55-H AVE. W- OFFICE: (425) 767-2516 7. CONCRETE WALKS AND PATIK SARE TO BE DETERMINED PER SITE CONDITIONS. RRG EDMONDS, WA. 48026 - EMAIL:!5.i deaigns2aneol.com 1203-R \ 1 1 ) i-15 EXTRA FLOOR TRUSS I _ Eo aP,LG,�n 16,.. (4X2).FLOOR TRUSSES AT 19.2' O.0 TYP., b 2 IV (4X2) FLOOR TRUSSES AT 19.2' O.G. TYP. GIRDER TRUSS M02 - EXTRA FLOOR TRUSS InzzLnoI•d 5�t e}O _ I -STAIRWELL STAIRWELL _ - - - - �Q S�-v - - OPENING ' OPENING O - GIRDER TRUSS MO2 x= I \ i / p 57 AIRWELL OPENING IY N 16 GIRDER TRUSS M03 - _ _ O W STAIRWELL OPENING j ROWER m _ V LOWER - XTRA FLOOR TRUSS ROOF . GIRDER TRUSS MOB ........:-. - - _ M S'fG¢o 10 f - uj v n . .. .,........ ............ . ..... . OD. . .-. /// BL GKED"DIAPHRAGM I LAST FLOOR TRUSS I" EXTRAFLOORTRUS BLOCKED DIAPHRAGM LAST FLOOR TRUSS M05 i LAST FLOOR TRUSS LAST FLOOR TRUSS M04 PROPERTY i LINE ('LhIJ C'� PLhN C I F-tAN C (FLiaap) PL,,,,KI B (fzLiFFEP) UPPER FLOOR FRAMING PLAN BUILDING #4 UPPER FLOOR FRAMING PLAN BUILDING *3 NOTE: SEE FLOOR FRAMING PLAN BUILDING N4 FOR NOTES AND DETAILS I UPPER FLOOR FRAMING NOTES: FLOOR BEAM SCHEDULE 1. CONTRACTOR SHALL VERIFY ALL NOTES,DIMENSIONS&CONDITIONS PRIOR TO CONSTRUCTION. MOI GIRDER TRUSS 2. FLOOR TRUSSES ARE(4X2)16"MITEK FLOOR TRUSSES AT 19.2"O.C.UNLESS OTHERWISE NOTED. M02 GIRDER TRUSS (UNO) M03 GIRDER TRUSS 3. ALL BEAMS ARE TO BE 4XIO#2 DOUG FIR @ 2X4 WALLS& @2X6 WALLS. PITZER&ASSOCIATES.PLLC 4. ALL HEADERS TO BE(2 2XIO5 N2 HEM FIR.UNO. M04 FLOOR TRUSS z722 MITI WA 98201SUFTE T22 42S)3088070 5. PROVIDE SOLID BLOCKING OVER SUPPORTS.PROVIDE FIRE BLOCKING @ ALL PLUMBING MOS FLOOR TRUSS STRUCTURAL REVIEW Ixa Dw,wixc xrs eEEx REVIEWED FaA PENETRATIONS. AIDcxED IRE —SOW P RTH L E IREMENi NLY ER HE M06 (2)1 x/a X 16,MICROL.IAM 6. • INDICATES POINT LOAD SUPPORTED BY(2)2X TO MATCH WALL FRAMING UNO. LVL,1.9E Sr. 7. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. �J L,DI � KEY JOB I �L"L_DATE�yL VDID IF NOT WEfED BLOCKING DIAPHRAGM Fll-IP-�E.- PLA3/9"THtG CDX WITH EXTERIOR GLUE !'LAN-B PLAN-C FLIPPED - 10d @4-O.C.(PANEL EDGE) • ----lOd @12"O.C.(PANEL FIELD) DATE: UPPER FLOOR FRAMING PLAN BUILDING 3 4 4- SHEET -- DPPeR� - A NEW DUPLEX DEVELOPMENT FOR A 10d @ 3-O.C.(BOUNDARY EDGES) DEAN AND 30AN JERMIN BUILDINGa BUILDINGa XXX 216'.N.E. 1-3ARLINGTON,WASHINGTON. DwG. GEIGLE DESIGNS JOB NO: BY. 14106 55TH. AVE. W. OFFICE: (425) 787-2516 RRG EDMONDS,WA. 98026 EMAIL:geigledesigns24Daot.com 1205-R NOT TO SCALE Q No'( TO SCALE µW To SGnLF__ f 2 � -I 5•I j 1102 TYP. i 4 O" 4 O" (- NOTE +P NOTE x o UJI U NOTE a NOTE x -W+ j Is 15 o l i W o 0 J W N QIn N N _ A•I p -I j - RIDGE LIN N N O U NUJI wIn 0 N 71 j RIDGE VENT RIDGE VENT LNE ~ 72 - N I RI -- --------_m -�DGE 12' LONG / 9 U- - ----w w- I p 12' LONG p 'A Of N m -lln i / D! RIDGE VENT u RIDGE VENT I- P- 12' LONG 12' LONG L p ci O m L l W ROO R I L .1c I_ '(V 4T[1 Ilo ' NOTE CI T`(P•i W 12 i CID W I 9<< ROOF 71 LOWER :.�_ I ' I J��� .C""'-7 Fy •�7 J I 14 •IR} v� Aoi In GIRDER TRUSS 901 lT �$ ZI kA I 17 j SOLID BEARING BTO ELOW - - - .J. - j FOUNDATION BELOW -HIP GIRDER TRUSS POI ROOF TRUSSES AT 2.4" O.G. SOLID BEARING TO 0. FOUNDATION BELOW - I - - 1� GABLE END Z R04. j Poi e P. i PLAN G (FLIPPED) I PROPERTY LINE PRZER&ASSOCIATES, C IB" IyC 2722 COLBY AVENUE,SUITE T22 EVERETT,WA98201 A I PLAN B (FLIPPED) (425)308807ZO STRUCTURAL REVIEW PLAN B PLAN G ROOF FRAMING PLAN BUILDING NBDRAW NG NAS BEENRNEWEDWR STRUCTUWU gEQUIRE ENT$ONLYPERTHE ' ATPDHED LETiEAAXD/OR D4LCIILATpNS. ROOF FRAMING PLAN BUILDING #4 I /4" - r-o" A I I __4_1 J08 R:L2-60 DATE: I YOID IF NOi WET SIGNED ROOF FRAMING NOTES: ATTIC VENTILATION•(BASED ON UPPER FLOOR SQUARE FOOTAGE.PLAN-B) �UIL-DILIC9 I(VY ROOF BEAM SCHEDULE 1/300 PROVIDED 50%15 LOCATED T ABOVE PLATE LINE. PLAN-C PLAN-B Rol GIRDER TRUSS 1. ROOF SHEATHING:SEE STRUCTURAL NOTES. 9. RIDGE VENTS PER DRAWINGS.(ALTERNATE ROOF JACKS WITH APPROXIMATELY 46 SI.FREE FLIPPED FLIPPED VENTILATION,LOCATE WHERE SHOWN WITH THIS SYMBOL .) ATTIC AREA =720 SF PLAN-B RAN-C R02 4X10#2 DOUG FIR 2. ROOF TRUSS ENGINEERING TO BE SUPPLIED R.ROOF TRUSS BE PER AND TO BE STAMPED BY A WASHTNGTON STATE ENGINEER.LIVE LOAD TO BE PER DRAWINGS,NO ROOF 10, LOCATE GABLE VENTS PER EXTERIOR ELEVATION DRAWINGS. 720/300= 2.40 SF NEEDED OR 1.20 SF AT OVERHANG AND 1.20 SF AT ROOF RIDGE LINE. R03 5'/X 11 U.PSL,2.0 E TRUSSES ARE TO BE ALTERED ON JOB,PROVIDE SHOP DRAWINGS ON SITE FOR BUILDING INSPECTOR. 11. CONTINOUS RIDGE VENT,HOLD BACK 5'-6"FROM PARTY WALL AND 3'FROM GABLE WALL LENGTH RIDGE LINE NEEDS 1.20 SF OR 173 SI AND 173 SI AT OVERHANG. � y� � Rcml R04 5 Ya X 11 1/4PSL,2.0 E SHOWN ON PLANS. u( ,4� Il[oR PRxE 3. ALL GIRDER TRUSSES TO BE PER NOTE#2. 12. LOCATE ALL ROOF JACKS OR VENTS AWAY FROM GABLE END 3'AND S'-6"FROM PARTY WALL EA OVERHANGS AT FRONT AND REAR OF UNIT.GABLE ENDS ARE TO HAVE NOT VENTILATION }IersE AS PER FIRE CODE. 4. ALL GABLE ENDS ARE TO BE STRUCTURAL(PER SPAN)WITH 2X4 NAILERS AT 24"O.C.FOR NAILING LOCATION. BUILDING I BUILDING S 1 WALL SHEATHING OR SIDING. (PER NOTE 42). 13. ALL GARAGE ROOFS ARE ROOF TRUSSES AT 24^O.C. ATTIC VENTILATION•(BASED ON UPPER FLOOR SQUARE FOOTAGE.PLAN- 5. PROVIDE(2)CRIPPLES UNDER ALL ENDS OR BEAMS,GIRDERS AND HEADERS.#2 DOUGLAS FIR 14. OVER FRAMING,2X6 RAFTERS AT 24"O.C.#2 HEM FIR,HOLD BACK ROOF SHEATHING TO 1/300 PROVIDED 50%IS LOCATED T ABOVE PLATE LINE DATE ROOF FRAMING PLAN BUILDING 3 6 4 SHEET CENTER UNDER CENTERLINE OF THE MEMBER ABOVE. ALLOW FOR ATTIC VENTILATION. 6. ATTACH ALL ROOF TRUSSES OR RAFTERS WITH SIMPSON HURRICANE TIE H-I.;AT 24"O.C. 15 vA rAe RETA•1'ZAA�q RCO(z S je&TK INLi. ATTIC AREA =725 SF 0j,10.13 A NEW DUPLEX DEVELOPMENT FOR A TRUSS BLOCKING OR RAFTER BLOCKING TO HAVE(3)1 V."DIA.SCREENED VENTS WHERE 1(,, 2x4 RetT�as Q 2411 e•G- 3 2 tff-rlJ 9A4 NAIL*K 0 WA.L17 725/30O= 2.42 SF NEEDED OR 1.21 SF AT OVERHANG AND 1.21 SF AT ROOF RIDGE LINE. DEAN AND 30AN 7EFMN 7. WHERE SHOWN,THIS - Rkf1 To NAIL.gfL S(N1PSo 24. )XX 210n'.N.E. SHOWN ON DRAWINGS."SOLID BLOCKING CALLED OUT ON DRAWINGS I iL FIRE RATING.(HOLD BACK 2 TRUSS SPACES). RIDGE LINE NEEDS 1.21 SF OR 17S SI AND 175 SI AT OVERHANG. ARLINGTON,WASHINGTON. BLOCKING IS DUE T 8. USE METAL HANGERS WHERE REQUIRED ON DRAWING,SIMPSON WITH MODEL NUMBERS CALLED EAVE OVERHANGS AT FRONT AND REAR OF UNIT.GABLE ENDS ARE TO HAVE NOT VENTILATION DWG. G06 55T DESIGN$ JOB NO: BY. 14106 55TH AVE. W. OFFICE: (425) 787-2516 OUT ON PLANS.ALL HANGERS ARE TO BE CONNECTED WITH MFG.NAILS OR BOLTS. - AS PER FIRE CODE. RRG EDMONDS, WA: 9B02G EMAIL: geigleAesigns2aDaol.aom 1205-R CONSTRUCTION DETAILS FOR ALL BUILDINGS PLAN DIM. PLAN DIM. FINSIHED ROOFING — � -- FINSIHED ROOFING PLAN A PLAN G PITCH PLAN B 1/2' AIR SPADE PITCH SEE EXT. NOT TO SCALE - SEE EXT, ROOF SHEATHING ROOF OOF SHEATHING ELEVATIONS RR OVERHANGS) ELEVATIONS (GG-X AT OVERHANGS) p-1tp 2X SCREENED VENT BLK 2X SCREENED VENT BLK (3) 2' DIA, HOLES PER - (3) 2' DIA. HOLES PER BLK (SEE ROOF FRAMING) ROOF TRUSS - BLK (SEE ROOF FRAMING) ROOF TRUSS GONT. GONT, GUTTER GUTTER R-36 INSULATION (NOT SHOWN) R-�O INSULATION I R-36 INSULATION(C-?TI,or.laL-) 5/4 X �2X CONT. NOT SAHOWN FOR CLARITY 5/4 X �2X GONT. FASCIA LER WIND BAFFLES BETW'N TRUSSES OF DRAWINGS FASCIA LER WIND BAFFLES BETW'N TRUSSES SIMPSON HURRICANE f— 1/2' SOUND BOARD SIMPSON HURRICANE TIE AT EA. TRUSS H-I TIE AT EA. TRUSS H-1 SEE ROOF it SEE ROOF FRAMING 5/6' GWB 'TYPE 'X' f 5/6' GWB TYPE 'X' FRAMING 5/6' GWY TYPE 'X' i I OR R-21 INSULATION R-21 INSULATION I R-21 INSULATION 2 1 OR 2 EXTERIOR SHEATHING EXTERIOR SHEATHING p.1� i q-1'I A-�l SIDING OVER 15+A' FELT I SIDING OVER 15, FELT PAPER ID I PAPER 4� TYP. FLOOR GONSTRUGTION 7 / - TYP./ FLOOR CONSTRUCTION i TYP. WALL SHEATHING i APPROX. FIN. GRADE MAY VARY ` TRUSS GONFIGURATION i I BY TRUSS MFG. 1 1 �— 5/5' GWB TYPE 'X, \ SEE FOUNDATION PLANS AND DETAILS FOR DIM, 2X PRESSURE TREATED PLATE, 5/6' �-,� 2X PRESSURE TREATED PLATE, 5/6' DIA. X 10• LONG ANCHOR BOLTS AT DIA X 10' LONG ANCHOR BOLTS AT 4' 06 EMBED MIN. OF T INTO GONG 4' O.G. EMBED MIN. OF 7' INTO GONG - j (OR PER SHEARWALL SCHEDULE) USE (OR PER SHEARWALL SCHEDULE) USE 3'X3'X 1/4' PLATE WASHERS ON 4LL 3'X3'X 1/4' PLATE WASHERS ON ALL BOLTS (oR RXI� TeR 9W qr BOLTS.(OR FL.�TE IR SW SGHEDUI-B) I'MIN. LAP FOR SIDING SILL SEALER SILL SEALER 3 SECTION TH12U GARAGE WAL-L ONE STORY APPROX. FIN. GRADE MAY VARY f T Z X 4' GONG. FLOOR SLAB 006 VAPOR BARRIER '�y R-10 RIGID INSULATION m � \ COMPACTED FILL / 5 4' DIA. PERFORATED /// Q•Ila PLASTIC DRAIN LINE \ EXTEND TO DAYLITE OR PER LOGAL BLD'G CODE SEE FOUNDATION PLANS PLAGE ALL FOOTINGS ON UNDIST- AND DETAILS FOR DIM. UR 'ED SOIL: ASSUMED SOIL BEARING TO BE 1,500 PSF 1 TYPIGAL WALL SECTION 2 STORY 2 PARTY WALL SECTION 2 STORY Z7n2LC WIBYAY �IIE EVERETT,WA 98101 (425 30B8O10 STRUCTURALRENEW nix DaAx�ns xw BEEN RLWEWED wR uTRIICIURAL REQ0IRFNENISONLY VERTHE AiiACHw D:iiERPND/ORCAICUlATI0N3. BY JOBi..11410 DATE; L t3 VOID IF NOT WETSIGNEO DATE: CONSTRUCTION DETAILS SHEET ry 10-13 A NEW DUPLEX DEVELOPMENT FOR A DEAN AND 30AN JENSEN XXX 210'.N.E. I Irj ARLINGTON,WASHINGTON. 1 DWN 656L-E DESIGNS °NO BY: 14106 - 55TH, AVE, W, OFFIGE' (425) 787-2516 RRG EDMONDS, WA 96026 EMAIL:gmgledesigns2�aol.com 1203-R _ I I PLAN DIMENSION PLAN DIMENSION i L210L2__fh1 JEhtSlt2?-1_. .. �������'�g4 G 1C I r /y� L:q•�rs�gr/ 'Dlh�[ l ( ✓Nl I`�6 PLAN-A=21'-6" PLAN-C=zz,_0"_h"=zl•-11 1/2~ PLAN-B-22,_0„ ��p• wo 5/gl'Gwe - t� � w?,wo tYl� P�rz1Y` wows �Ncr w LK6(S c I(�°oc,. Ai-14tt L 6wT5---- Ag.c+ion eovrs �.--- vil6we �e 1/z'Agm sP�9 ° L 4 o Mr K c}utolaa SLAlra .- all��hP> R 2l l�t��b.Tlcu d CS ►I�. 'Zx4 No f0i ocv V6 zx 4 I 4 tyt�►Z SI/+6 I+NCHofY t2) 4 C'Y�as cola• �I 11 N�cH ".sLAr� ?#( 1SS _ • = n P�oL Ts �. .1�I N•GR•�. I I/id i � i z RIDVIe IIJSULATION N•GR. `�oMFaGT �Iw "aIL � I vr-r. I sHT A.-ILo sHT/,-ILo �orc Noj-e-s �pk64� 1 vef9eSs .SLAG — • e �2N�kn tiaa¢ dJ #4 CLzs veRT.(� Zqn o.a. 4U U 1• I s147 a-ILv III }ZIKMr41211.IL i91I (2) 4 E50,5 CoNT, 00 C2) ¢gCrtS=._�DpT' - 40 SN ¢, 3 cuc. 2 I u 0 p��T`f W�►..� f��w�EIJ c�.►�� Icy Il��tl PLAN-C=22'-0"-/2"=21'-11 1/2" L PLAN DIMENSION PLAN DIMENSION PLAN DIMENSION PLAN DIMENSION COT PLAN-A-21'-6" S U 1 U - PLAN-C=22'-0'-�h"=21'-11 1/2" FRAMING L}� 1j PLAN-A=21'-6 'L�+T'�"TI-I'•N �i' PLAN-B=22'-0" PLAN-B=22'-0"" I I/ B '�',I I�I••�• - GIRDER PLAN DIMENSION PLAN DIMENSION (Au-gl 005) 45D .. 2 TRUSS �1 F�tzin Pi LOL„ PLAN-A=21•-6" PLAN-C=22'-0"-�/"=21'-11 1/2" ROOF PLAN-B=22'-0" f�� 40Gi�(Ir7I-1 - Ilz"Fr�, glM�u F�f �� � '(`{►4 glpl�G TRUSS fir P.w cFr /GA uril�Tc12 4X416JCIl.'�•C� �2x(o'z7C1CvP©-(.• r �v Cam/ TAP. PW CaM�te• i Tro A.e VE+211a{ I 2x(e'S C l(n tI D.G I N 1- STRAP GIRDER HU51foN HANGER y--�_ — A I K �` --- - TR ENDS WITH SIMPSON TWIST *� \ ' STRAP L.TSIG EA. AGFt 4 t•47Y1 A�2 eND Fl • • 4NOT $ - ... .. .. QX 4- GL-AIRTY'ON OF DRAWINGWN FOR ---- IallDo+. Hoye �Ee � �GIR12ER TRUSS v B 9'w2. f7IZo 4 07re-- r9 Iron4 (��• y ( Dw6s b :7 31/Z'I�xac waai. 6hx. g12�) � p y t-�I°. SI)oIL-1� � O iNSl1I.hTIgJ n V I a r-N FW riwf I W&e FA RT`( wA u.-- teyT"I 11?0 M-A I I— C 111o"11,04 TUTS o5r-3 L1 45�8 51/8� il- L Wc• k la PLAN DIMENSION PLAN DIMENSION Nj - PLAN DIMENSION PLAN DIMENSION _ — , PLAN-A=21'-6" PLAN-C=22' /:-0"-' "=21'-11 1/2" 6 6 � -,-- PLAN-A=21'-6" PLAN-C=22'-0"-'h"=21-11 i/2" PLAN-B=22'-0" - - PLAN-B=22'-0" _ %TZER&ASSOCNTE$,pLLG PLAN DIMENSION PLAN DIMENSION ,(�,p •( �,., ��t Q /,/Jy� (j}� �i, ♦1 Ztzz COLBYAVENUE,suRE T22 PLAN-A=21'-6" lA -C=22'0"-'/:"=Zl'-Il 1/2" 5�Eona2 u�I•"j57G � r11 V"I.W"'��'" CJ '"'w Nv" �y r``� �I�I�� oO� EY425)3WA98201 (425)30B80IU PLAN-B=o--0" M(. pIAN I y2g z I STRUCTURAL REVIEW 2`YNub'+OI�."O.t�. A,, •{/ THIS gNWING M0.S BEEN RENEWED PoR �/Yr°O58-- — �p UNgM5�g5 tool sl+Tc - ON E/ O _ u F F.1 ATTO--IERERAND ENi50NLT DER THE ' /DHGLCUTAipNS. 2N4 tO+L ��° /,�' f / t `A 4• IV I0.i1YC0� \TIEU`.9 t(N{� �I �"/`L7V �"fn✓•� MBiY.1�G�LL�OATE: / (3 y h ( IL/s►'II-+1 4OIDIFN0T Ei SIGNED '4' (41IVd �A•yrk ! 7/ NS�iM'Ou L � ]M'krx Hwy 2h.'aiB.SNPrTH1 u4 i 4 EfFh//-quo W.UN s(la"cwg NyT3tU4In EYuko DATE: C�i5TRUC-TI 01J Z)ZTAI L.) (AU-kr5 w�F'1 SHEET ,/E e Ni) s h a 5•10.13 A NEW DUPLEX DEVELOPMENT FOR A DEAN AND 70AN JENSEN 93/4' �. I IYa..+I t/.71a.I XXX 210"'.N.E. I CO 6'I`(IG 3E WA ow W6I.V a41 ARLINGTON,WASHINGTON. ppyl�_waw(2-Ine.Wrw5'?H,) 1Q fFl P iYwAwGf 'z I*ia -- st�l DwG. GEIGLE DESIGNS No: BY 14106 55TH. AVE. W. OFFIGE: (425) 767-25I6 RRG EDMONDS,WA. 90026 EMAIL: 9eigledesigns2D�aol.com i sEE I� 4�cv- 3t Gu INC1au uI�P�-C+� WN.t- /Y Rt#JAU95CS.0- ��Y T✓LUSS ZXP,t,K4 2q�G.4• Trzuss M��- 12 (214 -TV SING N-1 �t,cntC IIo rf2u� NGE>, 1auy, 1 tY Nrs � P �WA rior6� -- T , H�IJG�a Is�xL wAYw pR7ER"ASSOCATES.PLLC AVENUE,SU 272200LDY RE722 _ ✓1 ;W C,��^� HV2t EVERETT.WA 98201 M� IVY q M�( y�.�.{J 1?•+ 70 STRUCTURAL REVIEW ��19Q.Xt(i J THS DRAWING X0.S BEENREVIEWED FDR LVI..� i•9 't ATiADH�EDtFDERAND/o;t UTATgNSE IOB N:LGl�'_DATE: 3 ^O� jjjjtu VGID IF NOT WET SIGNED ICI I'�✓�'. 'wNl— (/i+� 1 M'rL•SKLM CAr '('fl°r�t?IIJG V 4-Coal _ -- 2Kfo�_ fznTt�d (2) 13�1"x«nrticCzou.� zx4 Bt t�s LVL.) 1.9 le �K(zv BbKC' S I l71 tills . SKI° MTV, TKIm cAvo �urI NG\ JR( �N6 J ` _ _ (1t12E p.�'ryrLT.dNT) l ili ._ .. 7iX�i'`�Ut�S G�Itsl'O,G• '(`{Io V✓kl.� l -Sot°�FTnNIfJRhtL- �q.�T, N�I� COW Idl -TfY �T WAIL of t2- rt, E _ �01Nra Go1Vst2 IJT(�f w0 e� 1ILJ1,nH 9 1 5'(fzl N 6t�12 Gh l�J� �N l� I �_ �(Nvt S 1-bwtil) IIILV�IN6 - 5/4111'��\ I�o I1�� GjklihNT CI NT`� � of WAu� 1121bW6 / 3/ I�KIr2T and �t�-I 2XG'sCt(i�o.c. 17�1 ,Pl 2Hl+lh l(9 --- �'� t4)2K12 __ �+nlNm ovrs�z Z�c� w�"p �i�pE1� VV _ ��oul-tn �1e�1�vt GJ(�I N!s }ZDub H I°*Ilanilp6 �hl'Ele MntN �xz. �owf._9x4 p�H.5lees 3lZtl R 21 11 LAT0,4 �n SI'zuss- 12 Tr2ussEs I ovrw L 1 O �✓ SCHEDULE '((p Ih1�R On. u t �� q.- 3 U 5TR Gw� f� FLOOR TO FLOOR 4 � S�IGX(PJ.—.--^�' ..—. �—�_- � Wb,����(t�� _. DATE: CfJ1�IS"(RUG�('IL71`I 'DETf�ILS SHEET / S T t s NIA'x� _.._ _. ...- —_ _ IM P� N TOTAL RISERs 2iclo 5(ut75 @ 5-10-13 A NEW DUPLEX DEVELOPMENT FOR A ' 71/211 I6114G _.._ RISER 9HP�KWALL/ t� �l -dye rj DEAN AND JOAN JENSEN -7 TOTAL TREADS 1}' S11E1.TrylI-�6 - ARL NGTO N.E. I / I � ARIINGTON,WASHINGTON. TREADS toy q - - - \x, DwG. GEIGLE DESIGNS JOBO; TOP OF HANDRAIL �Jzy I�INU 1$ � I �� �, vY BY EDM DS, AVE. W. OFFICE:ge (425) 787-2516 112 �It2�W1't,l. RRG EDMONDS,WA. 96026 EMAIL: geiglcAesigns2�aol,com IZl7$•1� b I rv/�+ ✓ Illy(I�JU I 8 410r* IUT,�_Lr_v. TNl° f hrzr-( W Ram SFtr�?H w� _ _ _ IS IC?ie �C(�GIe01,lN:YJ Gi4C31.g 2x4J.oi�rsc WaU. Z><4 NC�G}} h'�12✓V.Wi �`FONb � - --- - ,-- — T�p ww—, 3 Raiff PITG}i �If71�-- - - — - 14 M 2x B6 �Ot Cl Ir,RArae - - `cYIIJDOW TRUSS Sf 0.tleu� - TRIM •�NOEL cOT 4 eSnRS veRT.C24°o•�. fz,T.� G7 �M- D ►- �y//�� — (2) + 84Rs CONT. W114pow �� GW6 C17IW�2 co 1`'P E u� 311 GL K 3 12" I M�bN p fZ. CJIM6Nsto ;II z = 0 Ili 3 � Icy—► 12L� 13�`,( Vv'I NCYNy �M _ .a �I-a 2 eF,6 1q4-J T1'I(?U GIRDER 12US5 II��1,011 1 �u�rj IoN w,4w -eygH I wiN6 c-,a� lu�lw" � �NC 13 `� WIN I H>< 1 K T T I � -- _ rz hU6-ta-R• ro 3 \ top or �wa)u� � a' 2xP>LEG�61e 1 /Gilgl�j Q Iv��.V SIMPSor+ HkN S +\= 4 --- � - � n0L •l.j'S (2)z�'s II M d \:`\� mil 6 _ ��;(j(Ic�► Trt12L6 Lh1-1b1L. `V 2fiRE ��-- �` 13 N!N • \ LI�u Dl ua d- y LhN DI LJG �N =gyp S I M Pso-I AL 35 EA 51Pe , - ---- I// PRZER&ASSOCIATES,PLLC 2722 COLEY AVENUE,SURE 722 CL DICE vF EVERETC WA 801 f,^V-\s Myl ARrnFCHSERD T.W4 RLEI 1UNgT4GCET2E QNHRUq1IASR.N EABOMELEE NIfl1 SMCT1U1 /O1 E9GV00LI NCEWLUWYLAP TEgR ONTRSH .E rfe / r"', I � REr. LAle, ____!M2ENOTWE SIGNED fbN/POK DRIv�FN l 1`— TNt2�J STIRS DATE: Cca►.ISTRUG'(101.1 17S"(hILS SHEET hNCHb I�IL�q 5-(D•(3 DA NEW EAN A D DUPLEX LE DELOPMENTFOR EN XXX 21OT".N.E. I� LID — ARLINGTON,WASHINGTON. J/1 DWN GEIGLE DESIGNS JOB NO: BY: 14106 - 55TH. AVE. W. EMAIL: geigledesignst`/mm RRG EDMONDS, WA 96026 TELE (425) 767-2516 I ;'•R NOTE: LS CLIPS ARE NOT REQUIRED FOR THIS CONNECTION U MANU*RE _J N 6d BASE PLATE NAILING J tY o SIMPSO PER SW ABOVE W 00 EA TR W Z (U 00 DIAPHRAGM EDG ZDECKING PER Z Ld Co NAILING SHEAR WALL AB 00 L STRUCT NOTES SHEAR WALL W .. Q ¢M TIGHT FI PER PLAN PER PLAN VENTED (l13 VT 2X4 BLOCKINGrt BLOCKIN Q Z ou Cj BREAK SHEATHIN W---4 U ACROSS RIM DIAPHRAGM EDGE NAILIN (� W W W W PER SW SCHEDULE (U F W Z TOP OF SLAB O J I, >m: (U In WO A.B.PER SW SCH. Q I STEM WALLSHEARWALL EOG PER PLANNAILIN I _. WALL COVERIN °� � u PER PLAN SHEAR WALL BELO LOOR JOIST L-Li PER PLAN PER PLAN - N I— 1 ROOF DIAPHRAGM TO SW W H1 2 FLOOR DIAPHRAGM TO SHEAR WALL 3 SW TO FOUNDATION v J. BPS I f O 110 P 4 881 fff�tL 1 XPIRES 12-02ia � Z W a L7 = I~LI 3 � Q 4 5 6 GENERAL STRUCTURAL NOTES 3 PER PLA _- _ _ SEISMIC DESIGN CRITERIA MARK EATIING— E FIELD BASE PLATE L, SILL PLATE z o-- — SIESMIC IMPORTANCE FACTOR: 1.00 F- - DESIGN CATEGORY: D (2,3) PPLY TO NAILING NAILING CONN. FLOOR/TOP PL, ANCHORS W/ CAP- SEISMIC Li N l SHORT PERIOD ACCELERATION: 1.0280 X HF STUDS (6)(13) (2) (5),(12),(14) FLOOR/SLL PL 3X3X" (LB) (� Z 8^THICK CONCRE 1—SECOND ACCELERATION: 0.3997 16"oc CONNECTION PLATE WASHERS STEM WALL OP OF SLAB SIESMIC FORCE RESISTING SYSTEM: BEARING WALL NO BELOW (6,7) 4,10,11 z PER PLAN DIMENSI ) w LLJ #3 TIES O 2"O.C. .. VARIES RESPONSE MODIFICATION FACTOR: 6.5 d�� .� TOP w/BALANCE DEFLECTION AMPLIFICATION FACTOR: 4.0 SW_1 1 2 CDX 8d®6"oc 8d012"oc ,, xG TM PL LS50 0 24"oc w x PT 1QL48 ce 242 z Q o e"O.C. METHOD USED: EQUIVALENT LATERAL FORCE SW-2 W,D 8c04"oc 8d012"oc w x BTM PL LS50 016"oc w x L oc 349 SYSTEM OVERSTRENGTH FACTOR: 3.0 f 16 ®4 5 d' 16 ocN4 O EA CORNE °° F9 lOd®4"O ® 428OX6 WOOD w/STANDARD HOOK 'AS REO'D SW-3 w x BTM PL LS50®13"OC w x�fPL SW-4 lOd®3"oLS50 10"oc 558IN 0 FOOTING PER PLAN WIND DESIGN CRITERIA 9 R C 5 x 12 ocCONCRETE FOOTING W ° (28"MIN) BASIC WIND SPEED: 85 MPH �px PTPL(z)—#a coNnNuous WIND EXPOSURE CATEGORY: B SW-5 FACE 9 tOd®2"o2/tOX6 W00 LS50®8"oc 5z�j OC 716 t-1/2"cLR rYP WIND IMPORTANCE CATEGORY: 1.00 SW_6 10d®4 o2 10X6 WO 5 dig.®16 ocessI DESIGN METHOD USED: SIMPLIFIED AA 9 EA FACE LS70®8"oc W 3x I T PLWIND SPEED UP FACTOR: 1.0 SW_7 A FA 9 tOd®3"o2 10X6 Ia00 LS70®8"oc 5 z hT�L12 oc 111s � z 1 —i °4 ° , ° e" S1 ALL STUDSN D BLOCKING SHALL BE HF#2 ALL TOP AND BOTTOM PLA S SHALL 6 HF#2. $ALL SHEATHING EDGES SHALL BE BACKED NN1H 2X OR WIDER FRAMING UNO SEE NOTE 2� (�3"TYPR i (2 E LOCAT MAY E HOLDOWNS�SIMPSONI UNO�AT�ENDNOFLSHEAR VERTICALLY. W 3 CONSTRUCT CRIPPLE WALL SAME AS SHEAR WALL(SW�ABOVE,AND GABLE END SAME AS Q EAR WALL SW)) BELOW LLJ 4 DEEPEN OUNDATION AS REQ'D FOR H9LD DOWN EMBEDMENT. 7 RAISED STEM WALL(section below) 8 9 LATERAL DESIGN CRITERIA €s READED OANCOUPLERAROH NAILS D Oi48°x3°,12d=0.148"x3.25°,16d=0.162"x3.5", 3Od=0.207"x4.5" Q W LLJ 17 INSTALL H1'))S ON ALL TRUSSTE(ES/RAFTERS OR LS90 AT 24"OC ON GABLES AND RIM JOIST LD Q (, O SW TOP PLATETO TOP MEN SPECIFIED SPACING IS LESILL PLATE AT SS)THAN'24 OC H2.5D AT S ALTENATTEDON ALL z USSES/RAFTERS. CONNECTORS PER S1MPSON STRONG—TIE UNO. n 8"CONCRETE STEM WALL 8 NAIUNG CRITERIA IS BASED ON IBC(TABLE 2304.9.1 FOR CD PLYWOOD AND HFp2 FRAMING. 3 CENTERED ON FOOTING 9 SINGLE 3X NOMINAL MEMBER AT SILL PLATE AND AT ALL MEMBERS REVEIVING EDGE NAILING a ��R M ABUTTING PANELS. a (� y3 nes o 2 O.C. (10g ALL MACHINE BOLTS MB)SHALL BE ASTM A307 OR BETTER. HILT]KWIK BOLTS OF THE SAME TOP W/BALANCE TOP OF SLAB DDIAMETER SHO o a"O.C. ER PLAN DIMENSION A MINIMUM H "ABO EXISIAING USED IN EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED VARIES FOOTING SCHEDULE H OLDOWN SCHEDULE 11 PLATE WASHERS SHALL EXTEND TO WITHIN 1/2°OF THE BOTTOM PLATE ON THE SIDE(S) DATE/REVISIONS- WIDTH DEPTH LENGTH REINF REINF ANCHOR THRU BOLTS EMBEDMENT MIN.EDGE ( ) 4/23/2013 MARK (FT-IN) (INCHES) (rT-IN) LONG WAY SHORT WAY MODEL BOLT OR NAILS LENGTH DISTANCE WITH SHEATHING FOR SW3 THROUGH SW7. 1-1/2°CLR AS REO'D TYP a ° PER PLAN 727216 6-0 1 6-0 (s)ke 8 STR 4 16 8" 1 (12) ROWS CONSIST OF 2 NAILS SPACED 2"oc ���• 28 MIN ss6 1a s—s 1 —s 5 �) 5 STH STRAP4 16 1 • �113) NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2"OC. sos 14 s— 1 — (s)ps f(2)#4 s P 1 10" 1 " 4)) SW4,SW5,SW6,&SW7 REQUIRE DOUBLE RIM JOISTS AND 3X BOTTOM PLATES. #4 O EA CORNE 541 4- 1 4- 7 M4 D1 R TAP 1 0" 1/2" 15 7/16"OSB MAY BE USED AS A SUBSTITUTE FOR 1/2"CDX.. W/STANDARD HOOK 4 4- 4-0 5 4 1 1 14' 11 " INTO FOOTING 424212 3- 1 3-6 4 4 1 J STRAPi d 1 1 " a _ _ CONCRETE FOOTING W 2-6 2 4 _ CHKED BY, DRAWN BY ° TJP TJP (2)-�/4 CONTINUOUS a. 2-0 2-0 2 4 U8-SDS2.5 SSTB28 20 SDS1 4x2.5 25"MIN P & A JOB #� ... 181812 1-6 12 1-6 2 4 DU11-SDS2.5 SSIX30 30 S Si 4X2. 24"MIN 1-3/4" 13-I10 ° LR 1808 1-6 8 CONT 3)#4 X MIN 1608 1-4 8 CONT 2 4 MSTC40 STRAP 8) d'n C N R yn SHEET N0. If--16'—�I 140 1-2 8 C N 2#4 64 16d R 1208 1-0 8 CONT 2 N4 MSTC66 STRAP N R n — SECTION OF RAISED STEM WALL 12 13 F -- OOTING SCHEDULE HOLD DOWN SCHEDULE SHEAR WALL SCHEDULE TIMBER, FOR AND ROOF DIAPHRAGM: (__) HE FOLLOWING STRUCTURAL NOTES ARE SUPPLEMENTARY AND ARE NOT INTENDED FREINFORCINGORCING STEEL OF#5 AND LARGER BARS SHALL BE GRADE 60 DEFORMED APPLY 3/4"TBcG STURD-I-FLOOR (24 O.C.)GLUED AND NAILED TO FLOOR FRAMING J 0 SUPERSEDE THE SPECIFICATIONS AND/OR DETAILS SHOWN ON THE DRAN1NGS. D O3 AND#4 BARS SHALL BE GRADE 40,tN ACCORDANCE MATH ASTM BEAMS(4X AND GREATER)DF-L#2 OR BETTER MEMBERS NTH 10d COMMON WIRE NAILS AT 6"O.C.AT ALL SUPPORTED EDGES AND TION A-615: UNLESS NOTED OTHERWSE ON THE DRAWINGS. WELDED POSTS DF-L#1 OR BETTER RIC SHALL CONFORM TO ASTM SPECIFICATION A-185 AND SHALL BE 6 X 6- STUDS HF#2/STUD 10d COMMON WIRE NAILS O 12"O.C.AT INTERIOR SUPPORTS. APPLY 7/i6"CDX ORW LdLL CONSTRUCTION SHALL CONFORM WITH THE INTERNATIONAL BUILDING CODE(IBC) 1.4 U.N.O.ON THE PLANS. LAP ONE FULL MESH AT SPLICES. REINFORCING ALL OTHER LUMBER HF#2 OR BETTER OSB PLYWOOD(32/16)ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH-10d �009 EDITION. ALL BE SECURELY TIED IN PLACE WITH#16 DOUBLE ANNEALED IRON MARE. COMMON WIRE NAILS O 6"O.C.AT SUPPORTED EDGES AND 1 Od COMMON WIRE NAILS - LJ ZLLJ N(AD WIRE OR PRECAST CONCRETE BLOCK BAR SUPPORTS SHALL BE AS L 2X_TIMBER KILN DRIED. ALL GRADES SHALL CONFORM TO A"WWPA ®12"O.C.AT INTERIOR SUPPORTS. BLOCKING OF INTERIOR EDGES NOT REQUIREDDESIGN LOADS: BY THE CRSI MANUAL OF STANDARD PRACTICE MSP-1-86, LAP ALL SPLCES UNLESS NOTED ON THE PLANS. 01 WROOF 25 PSF(SNOW) IAMETERS MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS ADING RULES FOR WESTERN LUMBER,LATEST EDITION". BOLT HEADS AND LLi — ¢ ¢M UTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT MISCELLANEOUS >- 3 I FLOLOONIES 60 RS 40 PSF F LIVE LOAD 32 DIA.)TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS, ASHERS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE MIS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JOBSITE ~ �(U ALLS,AND BEAMS. PROVIDE 2-#5 ALL SIDES AND 1-#5 X 4'0"DIAGONALLY AT TREATED. MISCELLANEOUS HANGERS TO BE AS MANUFACTURED BY J (U In EXIT STAIRS 100 PSF LIVE LOAD ORNERS OF ALL OPENINGS 1'6"OR MORE IN ANY DIRECTION. EXTEND 2'0"PAST IMPSON STRONG-TIE COMPANY,INC.OR APPROVED EQUAL. ALL INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE Q Z _j(,J 7 DECKS 40 PSF LIVE LOAD RESPONSIBLE FOR SAME. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT U n 1- ENING OR HOOK. DOWEL NEW WALLS TO EXISTING WALLS AT 16"INTERVALS WITH ANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES MOVEABLE PARTITIONS 20 PSF DEAD LOAD g X 1'6"LONG PLAIN DOWELS DRILLED 6"INTO EXISTING CONCRETE. ALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO BEFORE PROCEEDING WITH THE WORK. UNLESS EXPRESSLY STIPULATED,NO ADDITIONAL (�W Cal W Z 70 PSF DEAD LOAD FOR SEISMIC /" ONCRETE SHALL BE 5/8"DIAMETER 0 48"O.C. (UNLESS NOTED OTHER- ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND/OR MANUFACTURER'S FAVOR BY (U.~+tea BASIC WIND SPEED 85 MPH(EXPOSURE 8) VIRTUE OR ERRORS. AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN n Lj_ SEISMIC DESIGN CATEGORY DREINFORCINGR M .N SE)WITH MIN.EMBEDMENT PER IBC CODE. ALL NAILS SHALL BE DISCOVERED DURING THE PREPARATION R BID ESTIMATE AND DIRECTED TO THE J (U n W O_ SOIL PER ASSOCIATED EARTH SCIENCES,INC OMMON WIRE NAILS. SPIKE ALL LAMINATED MEMBERS TOGETHER WITH ATTENTIONS OF THE ARCHITECT IN A TIMELY MANNER. ANY ERRORS,AMBIGUITIES AND/ PROJECT N0. KE060110A PROTECTION Od NAILS 012"O.C.STAGGERED. SPLICE LAMINATIONS AT SUPPORTS ONLY. OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITEC SPECIAL INSPECTIONSPER IBC CH 17: SLAB AND WALL BARS: LL FASTENERS AND CONNECTORS FOR PRESSURE TREATED WOOD TO BE IMMEDIATELY IN WRITING. NO WORK IS TO BE STARTED BEFORE CORRECTION IS MADE. E ¢ fY 0 SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR OT-DIPPED GALVANIZED STEEL. THE COATING WEIGHTS FOR ZINC COATED CONTRACTOR SHALL PROVIDE TEMPORARY BRACINGS AS REQUIRED UNTIL ALL PERMANEI,T UILDING DEPARTMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE INTERIOR FACES 3/4" 7ASTENERS TO BE IN ACCORDANCE WITH ASTM A-153. CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL p� EXPOSED TO WEATHER OR EARTH 2"(#6 AND LARGER)OR COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRE'OMP1- INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAIL A 1-1/2"(#5 AND SMALLER) SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN U ER ASSOCIATED EARTH SCIENCES,INC PROJECT N0. KE060110A FOOTING BARS 3"FROM BOTTOM ROVIDE CONTINUOUS SOLID BLOCKING FOR TRUSSES AT THE SUPPORTS OR VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE LLJ Z) "8'APPROVED METAL CROSS BRIDGING® -O MAXIMUM. PROVIDE DOUBLE SLAB ON GRADE 1-1/2"FROM TOP CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. THIS DRAWING IS TH JOISTS UNDER PARTITIONS EXTENDING 1/2 OR MORE OF THE JOIST SPAN. EXCLUSIVE PROPERTY OF THE ARCHITECT AND CAN BE REPRODUCED ONLY WITH THE N c-2500 PSI MIN.5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A LUSH BEAMS(F.B.)NOT CALLED OUT ON THE PLANS SHALL BE DOUBLE PERMISSION OF THE ARCHITECT,IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR AXIMUM OF 6.0 GALLONS OF WATER PER 94 LB.SACK OF CEMENT UNO. NO SPECIALJOISTS. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE NAMES AS ARCHITECT. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER NSPECTION REQUIRED.MAXIMUM SIZED AGGREGATE IS 1-1/2". MAXIMUM SLUMP IS 4". REINFORCING MAY BE WELDED ONLY WHERE PERMITTED BY THE ENGINEER. ALL SPIKED TOGETHER WITH 16d AT 12"O.C.STAGGERED. MANUFACTURER'S RECOMMENDATIONS. n In DD MASTER BUILDERS POZZOLITH PER MANUFACTURERS RECOMMENDATIONS TO LDED REBAR TO BE GRADE 40. MAX.CARBON CONTENT.35%(OR WELDABLE ASTM LL CONCRETE EXCEPT FOOTING. ALL CONCRETE IN FOOTINGS AND WALLS SHALL BE 706 GRADE 60 REINFORCEMENT IF NOTED ON THE DRAWINGS). SUBMIT MILL WA FRAMING, CURED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE OR APPROVED BY THE ERTIFICATE SHOWING REINFORCING CHEMICAL CONTENTS TO ARCHITECT. FOLLOW ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE(2)2 X 8 RCHITERI PRIOR TO POURING CONCRETE. VIBRATE ALL CONCRETE. SEGREGATION F MATERIALS TO BE PREVENTED. CONCRETE FOR BASEMENT WALLS,FOUNDATION RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL,METAL INSERTS F-L#2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4'-0"OR LESS ALLS,EXTERIOR WALLS AND OTHER VERTICAL CONCRETE SURFACES EXPOSED TO kND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION"BY THE AMERICAN AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4'-0"MADE. ALL COLUMN 3J - ATHER TO BE 3000 PSI. DRIVEWAYS,CURBS,WALKS,PATIOS,PORCHES.CARPORT NELDING SOCIETY ANSI/AWS D1.4-98. ALL WELDING SHALL BE PERFOMED BY W.A.B.O. 40T CALLED OUT ON THE PLANS SHALL BE TWO(2)STUDS. BLOCK SOLID TO FOUNDATIO1 4. PS r LABS,STEPS AND OTHER FLATWORK EXPOSED TO THE WEATHER AND GARAGE RTIFIED WELDERS. USE FRESH LOW HYDROGREN E70XX ELECTRODES,AWS A5.1 SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 016"O.C.STAGGERED. ALL WOOD IN 2` Try LOOR SLABS OR OTHER CONCRETE THAT MAY BE EXPOSED TO DETRIMENTAL OR GRADE 40 BARS AND E70XX ELECTRODES,AWS A5.1 FOR GRADE 40 BARS AND ONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. STAGGER SPLICES P HEMICALS TO BE TO BE 3000 PSI AND AIR ENTRAINED(5%AIR). PLACE NO FILL 90XX ELECTRODES,AWS A5.5 FOR GRADE 60 BARS. BENDS IN REINFORCING TO BE 4T TOP PLATES A MIN.OF 48"TYPICAL AND NAIL PER TABLE 2304.9.1 OF THE I.B.G GAINST FOUNDATION OR BASEMENT WALLS UNTIL FLOORS ARE IN PLACE,OR NELDED SHALL NOT BE CLOSER THAN 3"TO WELD. ALLS HAVE BEEN ADEQUATELY SHORED TO RESIST LATERAL EARTH PRESSURE �.UJD LAMINATED WOOD MEMBERS, AND CONCRETE HAS ATTAINED ITS FULL STRENGTH. SLAB-ON-GRADE ROLL AND ROOF TR UED LAMINATED WOOD BEAMS,DOUGLAS FIR,KILN-DRIED,STRESS GRADE COMBINATIO I OSTEN SUBGRADE BEFORE POUR. WHERE VAPOR BARRIER IS REQUIRED INSTALL JETAL PLATE CONNECTED WOOD TRUSSES SHALL BE DESIGNED BY A WASHINGTON 4F-V4(IS=2,400 PSI)FOR SIMPLES SPANS AND 24F-VB FOR CANTILEVER AND NDER 2 INCHES OF CLEAN COURSE SAND. SAW CUT CRACK CONTROL JOINTS WITHIN STATE PROFESSIONAL ENGINEER IN ACCORDANCE PATH THE LATEST ONTINUOUS SPANS. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR. BOTTOM LAM TO _- 4 HOURS OF POUR OR INTALL ZIP-STRIP LOCATED AT COLUMN LINES. MAXIMUM AREA SPECIFICATIONS OF THE TRUSS PLATE INSTITUTE AND THE IBC. METAL PLATES 3E FREE OF UNSOUND KNOTS LARGER THAN 1/2"DIAMETER. AITC STAMP AND %PIRES 12-02i4 00 S.F.WITH SUPPORTED 6 X 6-WI.4 X W 1.4 WELDED WIRE MESH. HALL BE ICBO APPROVED VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES ERTIFICATION REQUIRED. FABRICATOR SHALL SUBMIT 3 SETS OF DETAILS AND 0 HALL BE PLANT FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH IBC SPECIFICATIONS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. ALL BEAMS OLD WEATHER REQMTS: CONCRETE THAT IS TO BE PLACED DURING FREEZING ECTION 2303.4. THE MANUFACTURER SHALL SUBMIT SHOP DRAWINGS,INCLUDING 4RE TO BE CAMBERED AT R=2000'U.N.O. DR NEAR FREEZING WEATHER SHALL COMPLY WITH THE FOLLOWING: RECT10N PLANS,SIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER,TO .ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS HE BUILDING DEPARTMENT AND ARCHITECT FOR APPROVAL THE TRUSSES SHALL 'RE-FABRICATE AND PROTECTING CONCRETE DURING FREEZING OR NEAR FREEZING WEATHER. E MANUFACTURED IN A PLANT THE ARCHITECT APPROVES,UNDER THE TRUSSES SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY MITEK OR .CONCRETE MATERIALS AND REINFORCEMENT,FORMS,FILLERS,AND GROUND EQUIREMENTS OF IBC SECTION 1702. EACH TRUSS SHALL BEAR THE QUALITY 7QUIVALENT. BRIDGING,BLOCKING AND WEB STIFFENERS SHALL BE PROVIDED AS WITH WHICH CONCRETE IS TO COME IN CONTACT SHALL BE FREE FROM FROST. ONTROL STAMP(IBC SECTION 2303.4.1)AS WELL AS MANUFACTURING PLANTS ECOMMENDED BY MANUFACTURER OR AS NOTED ON THE STRUCTURAL DRAWINGS AND .FROZEN MATERIALS OR MATERIALS CONTAINING ICE SHALL NOT BE USED. AME/ADDRESS,DESIGN LOAD AND MAXIMUM SPACING,IN ACCORDANCE WITH IBC SIOTES.WHICHEVER IS MORE STRINGENT. FABRICATOR SHALL SUBMIT SHOP DRAWINGS T CT10N 2303.4.1. THE MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. W 0 USS LENGTHS PRIOR TO FABRICATION AND FOR IDENTIFICAITON OF ALL TRUSS ADDITIONAL PENETRATIONS SHALL BE APPROVED BY MANUFACTURER. FABRICATOR EMBERS REQUIRING BRACING FOR REDUCTION OF BUCKLING LENGTH. THE TRUSS SHALL VERIFY ALL JOIST LENGTHS PRIOR TO FABRICATION. FOR TRUSSES SPANNING E— RECTION CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF SAID BRACING AND ARALLEL TO PARTITIONS USE A MINIMUM OF ONE DIRECTLY BELOW EACH PARTITION LD OR ALL TEMPORARY BRACING REQUIRED DURING THE INSTALLATION PROCESS. 2 AND A MINIMUM OF TWO IF THE PARTITION IS HALF OR MORE OF THE TRUSS SPAN. Q .N.O.ON THE PLANS,EACH TRUSS/BEARING CONNECTION TO BE 2-16d TOE- PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS = H AILED PLUS ONE H4 SEISMIC TIE AT EVERY OTHER CONNECTION. PROVIDE RECOMMENDATIONS. LJ = ULL DEPTH SOLID BLOCKING BETWEEN EACH TRUSS AT EACH OUTER BEARING. ROVIDE SPACE BETWEEN BOTTOM CHORDS AND PERPENDICULAR NON-BEARING WALLS AND CONNECT WITH SIMPSON DTC ON ONE SIDE. Q ~= z _ zoo W N � z z W w Q z U W 7 O a � W u o ::Dz 0L J (� ~ V J F- Z 3 ca DATE/REVISIONS 4/23/2013 CHKED BY, DRAWN BY TJP I TJP P & A JOB #, 13-110 SHEET NO. S - S