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APPROVED BLD RESUB1 BLD2024-1114+Architectural_Plan+11.1.2024_1.01.53_PM+4597260NEW GARAGE for Jeff and Debbie Cobb PROPERTY INFORMATION Property Address 529 9TH AVE N Edmonds, WA 98020 Parcel Number 27032400220900 Owner Jeff and Debbie Cobb 529 9TH AVE N � Edmonds, WA 98020 AREA SUMMARY BUILDING (SQ FT) Proposed Garage 780 PROJECT TEAM Building Design ESG Residential Design 6207 73rd PL NE Marysville, WA 98270 425-876-4447 esg4design@gmail.com Structural Design HN Lehtinen Engineering 4120 Hoyt Ave. Everett, WA 98203 (425) 252-2373 hnleng1 @gmail.com APPLICABLE CODES ARTIST ILLUSTRATION 2021 International Residential Code (IRC) 2021 International Mechanical Code (IMC) 2021 International Fuel Gas Code (IFGC) 2021 International Fire Code (IFC) 2021 Uniform Plumbing Code (UPC) 2021 National Electrical Code (NEC) PERMITS and PLANS DRAWING INDEX A1.0 Cover Sheet .._.._._.._._.._._.._._.._._.._._.._._.: A2.0 Floor Plan OBTAIN ELECTRICAL � ALL WORK SUBJECT 1. Job address shall be posted in a visible location. 2. Permit and approved plans are req'd to be on site. A3.0 Exterior Elevations A4.0 Foundation Plan and Roof Framing Plan PERMIT FROM � TO FIELD A5.0 Wall Section STATE LABOR & � INSPECTION FOR S-1 Structural Notes and Details INDUSTRIES CODE COMPLIANCE GENERAL NOTES 1 SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING: 1 1. The contractor is solely responsible for all safety precautions in connection with the work and the ' Reinforced Concrete Observation by � compliance with all prevailing laws regarding the safety 1 Spray applied Fireproofing design professional 1 Bolting In Concrete Structural Mason Of the persons of property. w Q ro z 0 a v w a 0 z V_ 0 U c E ti oz�� J 0 Q ro c -0 3 a a� Q .0 a� p o uu)i N >1 � z W r` QoD (] N -0 CD 0 o Z CD wUu.1rn Q -0 Q Q Qp� vi z(D- 70 M N 0w 4- Lo Z Lu w Q v w 0 W > w O w w 2 DATE: 8.22.2024 SHEET: A1.0 rLU --------------------- y � LU INSPECTION DOOR SCHEDULE NUMBER LABEL QTY SIZE TEMPERED COMMENTS D01 18080 1 118080 YES D02 3080 1 13080 R EX YES WINDOW SCHEDULE NUMBER LABEL 1QTY ISIZE ITEMPERED COMMENTS W01 13050SH 14 13050SH NOTES 1. Contractor to verify all notes, dimensions & conditions prior to construction. 2. Do not scale drawings. Exterior and interior dimensions are to face of stud. 3. All Holdowns, framing anchors, and shear walls must be inspected before covering. Safety Glass. R308 1. Safety Glass identification: tempered glass req's permanent etched label. 2. To be provided in door assemblies and w/in 24" arc of door and glazing less than 60" AFF. 3. Glazing less than 18" above the floor and has more than 9 sq.ft. of area. Heat Detector. R314.2.3 1. Shall be installed in new garages that are attached to or located under new & existing dwellings. 2. Shall be installed in a central location 3. Heat detectors and heat alarms shall be connected to an alarm or a smoke alarm that is installed in the dwelling. SIMPSON KEY @ FOUNDATION $ Simpson STHD10 TYP. 9 6'X3' LANDING M i? N 26' SW1 II 108.25" late height (2) 2X @ HIP MASTER TYPICAL W01 W01 M GARAGE 6X6 4" CONCRETE S.O.G. 6X6 0) EL= 92.0' W01 W01 � SIMPSON LSTA24 PER DTL 4/S-1 TYP. 6 PLCS YC/) D 22 I ONE CONT. PLATE OVER OVER BEAM OR SIMPSON LSTA24 EACH END (3) 2X @ A OF OP'G. �g 2�57—SSW2 W2 D 1 $ �i SIMPSON ST6244 4' 18' 4' PER DTL 1/S-1 TYP. 4 PLCS 26' 1 S-1 WALL KEY 2x4 wall framing @ 16" oc SW6 Shear Wall, per sheet S-1 FLOOR PLAN ra U� N AREA SUMMARY BUILDING (SQ FT) GARAGE 780 N RESUB W �g 2�57—SSW2 W2 D 1 $ �i SIMPSON ST6244 4' 18' 4' PER DTL 1/S-1 TYP. 4 PLCS 26' 1 S-1 WALL KEY 2x4 wall framing @ 16" oc SW6 Shear Wall, per sheet S-1 FLOOR PLAN ra U� N AREA SUMMARY BUILDING (SQ FT) GARAGE 780 N RESUB W Q Q z 0 a v W a 0 z 57 HUH U c E ti CM Fn oz�� a- Q m ro c -0 a a) o o uu) ,. W N � �� z Lu r` Qo0 (] N -0 o 0 o z o W U W � Q Q Q Q Q N Z (D -0 M N 0w W Lo Z � � W w Q v w O a Z Q O O J ui ILL L w w T DATE: 5.22.2024 SHEET: A2.0 1st Floor WEST ELEVATION 1 /4" SOUTH ELEVATION 1 /4" PLPI HT EXTERIOR ELEVATION NOTES Approved Manufacturer Instructions (AMI) 1. The grade at the foundation falls away from the building a min. 6" within the first 10'. Min. slope 5% where less than 6" fall in 10'. Swales (if using) min, 2% slope. (R401.3 & exception) 2. 6" distance from soil to wood siding/trim. (R317.1, #5) 3. All wood exposed to weather shall be pressure treated or cedar. 4. Flash and counterflash all exterior openings. AMI R703.8.1.1 Install pan, side and head flashing. Flsh'g req'd at roof -wall intersection, penetrations, etc. R903.2 5. Exterior joints around windows, door frames, openings between walls and foundations, openings at utility services through walls, floors, and roofs are sealed, caulked, gasketed, or weatherstripped to limit air leakage. (WSEC R402.4, Table R402.4.1.1) 6. Water Resistant Ext. Wall Envelope R703.2 Required means of draining water that enters assembly to the Exterior. EAST ELEVATION 1 /4" ELEVATION KEY 1. Composition Roofing 2. Horizontal Siding 3. Corner Board 4. Belly Band 5. Window/Door Trim NORTH ELEVATION 1 /4" AVERAGE GRADE A= 91.26 B= 92.75 C= 90.64 D= 85.6 TOTAL= 360.25 360.25/4 AVG GRADE = 90.06 :1 zI IS /ICES W Q Q ro z 0 a v w a O z 57 0 U C E oZCO - J � Q> U, [U C -0 > -0 Q � r— U) o o V � z w ti co a �-0 IN o 0 o z o wUu.1rn Q Q Q < C) vi z (D 70 V > a3 N 0 w W tr Lo Z Lu w Q v w O tx a LL Z 00 ED \Q W W J L W w w T DATE: 5.22.2024 SHEET: A3.0 PRE-ENGR. TRUSS NOTES ROOF VENTILATION Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1/16" min. and 1 /4" max. Required ventilation openings shall open directly to the outside air. Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1" space shall be provided between the insulation and the roof shtg. and at the location of the vent. DBL. CONT. TOP PLATE - 4' MIN SPLICE W/ 20- 16d NAILS PER LAP 1. Shall carry signed Engineer stamp 2. Shall be installed & braced per Mfg. Specs. 3. Shall not be field altered without prior bldg. dept & licensed engineer approval. 4. The design & manufacture of metal -plate -connection wood trusses to comply w/ANSI/TPI 1. 5. Structural roof members shall not be cut, bored or notched in excess of the limitations specified in R802.7. 6. Truss specs shall be on site and available for inspector. ROOF DRAINAGE & COVERING 1. Water shall discharge to an approved drainage system. 2. Flashing shall be installed at wall & roof intersections, at changes in roof slope or direction, around roof openings. 3. Flashing against vertical front wall, as well as soil stack, vent pipe, valleys, and chimney shall be applied according to the asphalt shingle mfr. printed instructions 4. Drip Edge shall be provided at eaves and gables of shingle roofs. Underlayment shall be installed over the drip edge along eaves and under the underlayment on gables. Unless specified differently by the roofing manufacturer, shingles are permitted to be flush with the drip edge. he � ht ,. date co 10$ •25 HIP MASTER (2) 2X @ HIP MASTER 'Sjo TYPICAL NLL 4 N LL LL XPRE ENGR. TRU SES @ 24" OC X w N 0 of 2 X HIP MASTER N 00 ONE CONT. TOP PLATE OVER BEAM X � OR SIMPSON LSTA24 EACH END (3)2X6 @ (3)2X4 @ OP'G. OP'G. _6X12DF#2 \SIMPSON ST6244 PER DTL 1/S-1 ROOF VENT CALCS IRC R806.2., Provide Cross Ventilation 780sf/300= 2.6sf Required 50% required exhaust near ridge of roof and 50% required Intake under eaves. SIMPSON ST6244 PER DTL 1/S-1 ROOF FRAMING PLAN 1 /4"= 1'-0" SIMPSON LSTA24 PER DTL 4/S-1 TYP. 6 PLCS FOUNDATION NOTES 1. Foundation Drainage. Drains all sides below grade. Drain tiles perforated pipe shall be installed below area to be protected & discharge by gravity or mech. means into approved system. Gravel 12" beyond & 6 in. above top of ftg. Cover with approved filter membrane material. 2. Foundations must extend at least 6" above finished grade. 3. All footings shall rest on firm, undisturbed native soils or engineered fill. 4. Soil compacted and free of all debris aff O N UXT I r LANDING 11' I M I II 3 I S-1 N 0 FOUNDATION KEY 48 1/2" Dia. Anchor Bolt Spacing (IN.) U.N.O. 5/8" Dia. Anchor Bolt @SW2 SIMPSON KEY $ Simpson STHD10 TYP. 10 S-1 26' — — —FOOTING PER DETAILS 10/SV2 & 11/SV2 NI l -- ---------------- 3"X3"X1/4" THICK HOT DIPPED GALV. PLATE WASHERS,AND NUTS TO TIGHTENED ON EACH BOLT TO THE PLATE I'l 10 GARAGE S.O.G. 4" CONCRETE SLAB ON GRADE W/ 1.4 6X6 W.W.MESH 6 MIL V.B. O/ 4" COARSE GRADE GRAVEL FILL. SLOPE DOOR TOWARD THE VEHICLE DOOR FOR PROPER DRAINAGE, UNO. lot — — — — — — — CONT. FTG AT DOORS- TYP. — -- j I. I I SW2 5/8" A.B. @ THICKEN EDGE OF SLAB- TYP. DOORS � SW2 5/8" Al B. 3'-10 1 /2" 1 18'-3" 26' FOUNDATION PLAN 1/411 2:�� N 3'-10 1 /2" R S-1 RESUB Nov 01 2024 w a ro z 0 v w 0 0 z 0 U 27, o oz0� a Q � L 0 A � "- N I p O to f� M It N z LU00 CO r` W L6 o CN o 0 o Z o LLI LU rn Q Q Q �_� Qp� uS LU � E W w 0 v w w Z Z Q Z J Q 0- J a Z Z � OQ Q � oLL Z LL O O0 w LU 2 DATE: 8.22.2024 SHEET: A4.0 Foundation 108.25 PL HT BUILDING CONSTRUCTION KEY ROOF/CEILING ASSEMBLY RC-1 COMPOSITION ROOFING (2) LAYERS 15# UNDERLAYMENT O/ 1/2" CDX PLYWD (APA RATED) O/ PRE ENGR TRUSSES @ 24"oc W/SIMPSON H1 OR A35 EA. TRUSS TO TOP PL EXTERIOR WALL ASSEMBLY EW-1 FINISH PER ELEVATIONS TYVEK HOUSE WRAP OR EQ. O/ 1/2" APA RATED PLYWD SHEATHING O/ 2x6 WOOD STUDS @ 16" OC FLOOR ASSEMBLY F-1 SOG (GARAGE) 4" CONCRETE SLAB w/ 6x6 10/10 WWM O/ 10mil min. VAPOR BARRIER/RETARDER O/ COMPACTED FILL AS REQ'D PER ENGINEER SLAB ON GRADE: 1. PROPOSED SLAB ON GRADE FLOORING ASSEMBLY TO COMPLY WITH BASE COURSE AND VAPOR RETARDER REQUIREMENTS OUTLINED IN 2021 IRC SECTIONS R506.2.2 AND R506.2.3. 2. THE BASE COURSE MUST BE AT LEAST 4 INCHES THICK AND MADE OF CLEAN, GRADED SAND, GRAVEL, CRUSHED STONE, CRUSHED CONCRETE, OR CRUSHED BLAST -FURNACE SLAG.THE BASE COURSE MUST PASS A 2-INCH SIEVE. 3. VAPOR RETARDER BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE SHALL MEET ASTM E1745 CLASS A REQUIREMENTS. THE JOINTS SHOULD BE LAPPED AT LEAST 6 INCHES. RC-1 12 2.5 UNDERLAYMENT: PER 2021 IRC TABLE R9905.1.1(2) UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER: APPLYA 19-INCH STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES. STARTING AT THE EAVE, APPLY 36-INCH-WIDE SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. END LAPS SHALL BE 4 INCHES AND SHALL BE OFFSET BY 6 FEET. 2x BIRD BLK'G W/ 2" SCREENED VENT HOLES 1/4" CORROSION RESISTANT METAL MESH COVERING DBL 2x6 PRE -FIN 26 GA. TOP PL OH METAL GUTTER per pla O/ 1x10 CEDAR FASCIA OPTIONAL 1/2" GWB NOTE: SIMPSON H1 ORA35 EACH TRUSS TO TOP PLATE GARAGE F-1 #4 @ 18"OC 24" 00 FOOTING STEPS PER GRADE DETAIL 3/S-1 EW-1 PT 2x SILL PLATE TYP. U.NO PER SV2 (SW2 3X SILL PLATE) W/ 1/2" dia. A.B., 48" OC (5/8" @SW2) EMBED MIN 7" INTO CONC. & WITHIN 12" OR SILL ENDS W/ 3"x3"x1/4" STL WASHERS SPACING PER PLAN NON-POURUS SILL SEAL AND CAPILLARY BREAK STHD10 WHERE SHOWN PER PLAN FIN. GRADE TO SLOPE AWAY FROM BUILDING @ 6" in 10' BMW. w 0 a 111 z w < aD Q a w a d 4" PERF PIPE IN WASHED GRAVEL. CONNECT TO EXISTING SYSTEM ALL REINFORCEMENT MUST BE TIED INTO PLACE FOR FOUNDATION INSPECTION GARAGE WALL SECTION ROOF VENT CALCS IRC R806.2., Provide Cross Ventilation. 780sf/300= 2.6sf Required 50% required exhaust near ridge of roof and 50% required Intake under eaves. RESUB Nov 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W Q Q z 0 v w 0 d 0 U c E o 0) oz0� a Q m c 70 L 0 Q p O to r` �(0 MIt z w co ti 00 o N o O O z O u.1Uwrn Q Q Q Qp� vi z O -0 rn -0 w � � E W w 0 w 0 Z O H W U) J J w w 0) DATE: 8.22.2024 SHEET: A5.0 6l_%nM r R71" IJL 1 IVVI : ._. _...... ....... I. ._..... .: ' construction to meet International ie Bwlding Code ji t . I - -- A i I Live -- --__. _ _� #KA# !, .Roof l . d ZSpsf . � ..� ads WLIW kg PER AN Wind -Qo%m Esp. ar 1 , seismic - Ca gory W F : _ St+I AifiE} �I1-7 ..:..........: :..... _ . Sa and ~nndaon Iafa BOLINDARY NAILINf5 , i .t013T--< PI;R -- - # I ps£ Coefficient of friction 0.25. Passive resistance 300 pef. ' u d soil, epftc ,..:... ... . •• PER L i noun s A ow t alit inn Unless noted. ;.......�...... _ .. .. , .... .. .. ; 1. . _......... ..: I3Lt r oo minim tun N I I � i Ca ` nC :..:..:...........__.. _... _. �............... ....._....,... _. .. j,...._ � 6 4'-f3°. �,� 70 _ _..._pAl� If^#I�" "�1 I'8#B i .. ° .. SAT tltf pEAPHRA6M P�2 "-��.,A�� A,Li 1 s RMLS d d (7i , Detail, fabricate, and #lace re -seed as► -shown iu AG'I `� Manual of _ tip R :. -..� � ••-GOM?'. >7� iPF' t�E P Stand d • -�• A39 CUP ��'J�GiNC� PAR^ P1 ATi� wit FE Adi p .' . . #" h bi mare�te at h _... ......... I .,..' ..;.. _ . __. _ . �F'�E7 JOISTS �i000 l�s 6"2$ oeme� pe c yard, (nn 7 R' day :_}..;..:... .. .�... ...... __ ..i._.... �__.: - - - gg required) � • � • ; s tWl'I�P.I~�T411N�i -�•~ -�Att YtAt.4 3.. NOT, OVO�{j I PLAN : 4 ' (Gt.It" SPtpi$ flE:R ;3tA1� •• � ••'�, 9 ix. I A 3 psn. l Jp}s .�'arCll6l to Exto.rEar hea all .a! - - 3 over imewdAh I rW l .. o• 1 a• :_... � :.. ?. ... � ExteXio farce Ofsw'a� Its 1-�.�» ea \ // :.. 4 • f • V ® S � .-,. ..} ,y.,' _ •-.. ' � iaF PRAG 7fRU ,.�. b. YerLf. 'Q B i(l %4i t�i •G93 0 c. Ti11 el lf8 X. "� ' p �" LSTA'lA 4. Lap all �ldd splices 34 diameiara Band wall an#I d footing bars 18" 1 AS Ji7{a° AR MALL F'! A ," " "" '_ "ram :. t ENt# ti E AQF {R SHE' AR WAt% ab u �.Ii �� nd� �; r#►- - --- ��r� PE eau fitAiLitd& r 5 p wrath #4 bban at 12 �IL� .. �) L_ . eatvners, oz� uEEe crurher bars' ' . lz4v�el all extei4oa• rcn eetlo to S�i'lYC'hil'e. � es KALL I ' A1iIINb�-•...� ..---�EA9M . ,� .:. )"inokked iluta Well. {'ISR PLAI+I a A�.Y ,�AtE,iAtG !r �T f - ROR 7 �'� nna to�a+ck�tl a�aanst �p�dataon vnails nnnnf,� f are Ids place. T . � {� �'" F � IMF I N G' D ET A L �IEx �� lar� aa�� .��#s��alumin�Em �Ilay AS � -� � � ` caurate betwe -••t�G �..I{' �at'AGED s h° farms ttsetl £or in tine ground or en+ PER �1E RA6 - foundationn sills and the ground ehaf�i be removed. PE"R Yt�t L 9G Q7UNFit 6t.K'G # alb.' n. xcavaiig aand fill - � yt,I•I�Itt.l: �� if1u�S MANI{FA ....._ .......... ...�.._., . • ' , --' Pt1 j IIAIE.It�iS ---DIAMR,A�M E SIGN TRIJ a ` L�1'.h i8 F'LOOR JOISTS ' A� }BALM vR 'TRUSS x. d shalll ge#nsra{ly co�nat'oarm to M lIQN. Chapter {h'{Ii4AL 1I�10 Bfi�G ,% MANY E Bxcoava#o>a an fill R+ER '# t StI R { 7041i8 2 % d NAILER 7t8 j "i #.1 48k OGiCIiVfa W/ @ S"o a: and Appendix J-M6 left t? 3,WP.. #M� * -- - -- - _ C&T. D�w Td? (MA`E M DPJW.W N'J M `{BUSS w$L , 2. Foundation, wa% sued sia�a a shall have all existing ' uTnsuitable f3) I !4, t JMAXJ Pl�e� . ., ....._.. �_ t+tAi.L � �� F�� �l3 ter#als rensow�i and diepuseEi of o��its, and be exeavafed down to suitable undietu#rbed native'soft. M IM ^I - � 7..�'f,N 2-1 ✓ �'+.Yc':avaW material way be used for flit. if approved by Engineer or 7/16 OW I�#,,Qi` Tie �I M i VEL - _ ... _ BLAGFCIf.I MPSOM TA24 CreoteCln, 5t4f AIiWALL Fit f'I AN R £ UA ©Dr �1# l5ir E'�rp. tG� xi I"tor Shear^ V o,, SN�AFt WAIL iE. food �toof Tr#llsses [� {gt 1 °# WAS.L_ ;' : r; Shall lie factor y iabrlcstted trues;es%n anti fa3ariCs#tion slnaIl SLQ�,+t 2 7O# 5T Y ± coAform w it t the requirements. of the iuternatfoual Building Code 5PAC 5�-� ~ � �� ' �t� � �t - • , . _ and Sign Spccidicaiions for Light Mefai-'Plate Cannected'9si'ood r; � RJP. 'yi�71�1�E�rTI ON (TYP � F R i;W '� DE U ' rA I L � Lngi es publdoW kEy td sho #ass l winlate xntseari a .. Bn;iutxa;stig des�n >t►nd shop d#ravl'Ings be$rlt�; the staulap of a j z TYPICAL' FTG. REiNF. ,` �',,' 3�h„ t,_o„ prof al:"Oftee#rr�bu.tho,StateOfWaslsinugtona#aci show i ,all .. � t#g . de#talls of eoastart�#on requsireEl for a com#gEEete' �.q � . p j t�• insiallatlari shall be submitted to the Architect for review. ROC9N'S�iEI:ATM G3"'� � (MIN.j aci w e• •uors, iYP1CAL LAP ,,.,.,.,_..... readers 2-2xa typ. interior b arlttgwails for DID •431-W' ,.a ._. 2 �D tw# 'sswaa#n+c 3-2xi0.or 22xt1.2$ exterior vwalls apr�b -0" On • ( unless otherwise noted oxn P184 --•--''" i. Tim, bez' 1�#'almii�Eg END TE�UE46 MMgqTCH FTC. T1 STUA REtNF. ' TtP1CAL w�I Rai Kos-`s �" 'e ' �, s . Ali lumber to ble graded per Book No.16 of the •West Coast Lumber • wrotoow � anus Cswocn�fl' �p,Esct4o;:sn.Ss3x'eau.n � 4o i�ttlejobs�a%nas. art 1�4r and bo anr3 nni�ag,,p}ates, b ting �' pot m #1ta , scc+rc slues Ass f other. beam..W)W stud for ax4 #uds. #6a n,E d #2• a� 2. Cojnpl ,wilt a I t WWO oftlteWPA "NaiionalD.eRIOR Spec�watioe eras modified by the MC for all s#recturst timber i C' a#slrat 3. AIlber b» ldka dt•led. t b� IPER 4 3ofirst##.a#lui rai%rA to 2" tL1ck sdiid at suppo�. HO J".�C3 S scuaE?Lu•s ` T s; Joists to be antchored to xt#ast►nu +"with xt . 1»lt2" 1tW _..... t stcsi auckors (with a" Itoolrs) {rr -Wl o.c, max, Nu# to joistts or f' Nl# G R Ft3 CEin+l NT 'AT Si-iI AAR A f � L MATCH FfG.1HK. �R �LA>•1 _ bioriYing evil#► &•, 2lJdd Haile. L:R 6. Spike ail 16 iWated x mbm t*ther with 14d nalils I�a 12- o.c. GABLE END c i ' 7, ialstixls iwvo fail •Ineigint studs to pples er headers and biotic StW.I. 8 DfE SIC,NED BY i•HL- MANE3FAC'{'l.tH4z�t ----- bf2 THE SPANS l�Nt1 C;C1NQ1?IC}NS S3!flL` N t?t�I Tiifw f�{ANFa ANE? SHALL fit FLit'NIsil ;!) AND solid -to bearing. INSTAL.t.WINCONf�C�PMANC!-Wf'�£•{'i'C-1&ANUFAC'tUR-FA-SSP-tNFICA'{'ION,a. ALL. $. ARnaeoutwadnecomers onwll imnts aa#rhagolnwoad. . -- . NEC{~SSA62`! E�FZfIX7tNG, '� - 9. Ail calls should be common wire �aalls. . f3L C}GKENG, Si'If`-rF- "RS, FTy SHAL, IIF DETAIL.F D ANO FURNISHED 10,Glue-iammated timbers, iTJpu&s]Hr, AM, grading- combination WMA�R MIR. PLAN, � , BY THE- MANUF-Afi:TURE=F3. u'L.�f'iIVIT SHOP DRAWINGS AND DF:S*N CAI.Gi3I.ATIC3NS f3{zAFtiN`.; ad s 3• as EW eXTENO TO E1V �AtV 2 j ���jjj r< r , 24F-'V4 for "pie spars, Z; 9N$ for centi#evered spans. Dry j T'tif:.,I'AMFx C?#= A L"SCFNSf;i3 f�t3U{N ✓^f=.XC, 74#£ AR C:t;i' ic.', i RIOR TO FABRICATION. i7I+SICaI•! ;SHOWN ON PLANS IS BASED ON-RCY-155TS AS MANUFAC'? URrill By I'H) ,rRL1S-Jf3t$7 Cdnnilltio2n Of use. CORPORATION. I•IAINC$f»RS•AND O a R I-.. RDWARE SHAI L BE COMP A'1'18L.E W#`ft4 fAiE A,rel tecttx 1 Ap grsttt w%re exposed to ' ` .. flab +lcsx pad Individual s ds co{t• e� . ALL ru" .. '°"�`' ` ,!t)tSTS �'F�f.3VIC>f Ca. � P>� � rap tnai mexa�rs. Zvi ti Submit shop dlrawl}n�n far or fabrioatlon. 2-1112 ire. ' tsI`IG SIMPSON $T6234. At.90 UN 1-.2X STUDS �. 5HEAR1YAbL t a <23•#2G#1fi 16ai ONKSRS S aG ' o7NaR Wou IF � snt> NOT FULL: WS#GHT PER Ht1LpOYrN SEMPSON STHD HOLDOWN (OR Ea,) cAiC $# MATO NG UAT14N . `iA6 PER PLAN �.� Vp4• 24' or MIl3-HEICsHT (IF t I*8SAR7A UW U' Af°A 1�� St#EATNIR+� r+LILL-99la T PIebM SILL f*L ad1 * 0-0. ? RS JOISTS PER �__ E3I:1L"G OR (4) ?X t,((t4IL E t) 8' T4 TGF't1kT iII?R W/ $T=$ PLANT$ F-DULE FRAMING PLAN L ft T# iSR tW Ted P 4- AI.I ed,'i2' oa PNgL p 1iL#AIG: A.SOLT SIZE � BRACING PER SHEAR WALL SC.k'4EO. , < � { il' • =1ti (("*- l e-It' �� t2` M##V. EM86CMt"6r =i�•-� J -- . n-°'""e� MIN �i� ?-2x BfUGy6 2-•iI#4 CONT. 44 Wa.5 ' it �, .: 6114P14 $TRAi - HOLOMN Q P'LA7E. '' 9Atx } „ • #4 0 iEI" lLr©f�EVFRS . puriiius slxail bq Industrial VwU. MS-U% psi; Fv-165psl; E==1.Sx7 0 6 psi;' �-60PA). 11-Plywood¢ R,00f+shoathift to be 1ra132" C D Wr APA plywood with exterior glue,;VI UM ( Use S-piy for panelized rooft). Naflintg $ 6"0 . �. at pacer edg,E#s, 88I11.C'�cso„a at intetna�ediate sa#gparts. Oriented stamd board of equal stranG may be substituted for plywood. 12. Pre fabn•Frcated ranena#hers u Washington State licensed structural englaw ami ee with requirements shown, Submit complete d*)d engibser's Seal for review prior t© fabAcWon CITY OF EDMONDS �r,� A DEVELOPMENT SERVICES L�OW,IS n Li. ct"1 �,, DEPARTMENT QD i&. 2 o<Cn ' 4yyj� # AAtGHGR ': ¢ ° 4".4 PERF',...PVG AT Co-wis a ill` •' 1..._._..,... d r v' t9pI.T8 }' '•� :"�' _ ('�o'a �a:FbOTiNG S}#iA4N • Anther Salty for foundation only LATF RAL RESTRAINT P NE S t f>AGTfr I c� - NTS FILL 2-i#4 GONT, FO U fI V D AU U N D E U lid U MARK AttOW MA`FERIAI: LOAD EDGE EIA�WG NAIL{N_ G ANCHOR PLATE BOLTS WOW REMARK. E G T .LD �.. "" "" • 3" *.1. washers, galvanized, .82 k©df for.HF# members * 3x members for`shear walls > 390 #/(t.