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REV1 APPROVED BLD RESUB1 BLD2021-0811+Structural_Plan+9.11.2024_12.40.19_PM+4494055IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY PARCEL No.:00452000400803 SCOPE OF WORK: LOT COVERAGE: CONTACTS: VICINITY MAP: Scale:V=200' LEGEND OF SYMBOLS: LEGEND OF ABBREVIATED TERMS: o - SEPTIC SEWER LINE FV = FIELD VERIFY Existing Dwelling: 00.00 ft2 Property owner: structural Engineer: V = Section Township Range Quarter I. Construct new 3-story 5-bedroom single family residence. 2 Evergreen Contracting, Inc. ESG Design, PLLC StsW 2361h St SW SIDE SEWER LINE WM = WATER METER 2361h S1 SW 236th St SW 2361h St SW 236 Existing Other (Shed, Garage, etc.): 00.00 ft s 3 "" ST = STORM WATER LINE EM = ELECTRIC METER 2 Address: Address: Safeway a a o uGP = UNDERGROUND POWER GM = NATURAL GAS METER � I 7 4 New Dwelling Areas: 2,048.00 ft2 2531 Broadway Avenue, Suite A 12540 - 202nd PL S.E. �� 9a°eaiga' m F op = OVERHEAD POWER PP = POWER POLE STANDARDS: New Other (Shed, Garage, etc.): 00.00 ft2 Everett, Washington 98201 Issaquah, Washington 98027 1.maxgQ w = WATER SUPPLY BPV = BURIED POWER VAULT Total: 2 048.00 ft2 Contact: Contact emmoe V d GAS = NATURAL GAS LINE AGT = ABOVE GROUND TRANSFORMER BuildingCode IRC 2018 Edition 2 John An 425 361-0847 Eli Grassle 206 890-5949 Houtselv Ed,o�d C. t — = PROPERTY LINE SIP = SOLAR PANEL/SOLAR ARRAY Lot Size: 9,588.00 ft( ) y ( ) ©F- Energy Code WSEC 2018 Edition o 9 a = CENTERLINE OF STREET/ALLEY EVP = ELECTRIC VEHICLE PLUG Allowed: 35% Actual: 21.36% Project Designer: ProjedCivil Designer: O a T-------- = ROOF EAVE LINE ft2 = SQUARE FOOT Floor Loading 40 sf ILL / 12 sf DL = 52 sf Nutt CAD Drafting and Desi n LLC Insight Engineering Company 238,hS15W 238,hStSW z3ethstsw =_ saetnsts11 - WOOD FENCE EXIST. = EXISTING 9 P P P Y g 9 g g g P Y o Address: Address: Place Dessert Cafe Deck(s) Loading 60psf ILL / 10psf DL = 70psf IMPERVIOUS AREA: � © Beilavl c iaQ sst i.� — — = BUILDING SETBACK LINE FY BSBL = FRONT YARD BUILDING SETBACK LINE 6300139th Avenue S.E. P.O. Box 1478 Roof Loading 25 sf LL/ 17 sf DL — 42 Sf 2 0�"e El = TEMPORARY SILT FENCE SY BSBL = SIDE YARD BUILDING SETBACK LINE g p p — p New Dwelling Roof Areas: 2,417.00 ft Snohomish, Washington 98290 Everett, Washington 98206 © © o = LAWN AREA(S) RY BSBL = REAR YARD BUILDING SETBACK LINE ST FRANCIS Jurisdiction City of Edmonds New Open Deck Areas: 204.00 ft2 = PAVED/CONCRETE HYD = FIRE HYDRANT F.A.R. CA LC: AVERAGE GRADE: P Contact: Contact: Qv� Zoning RS-8 2 New Driveway Areas: 355.00 ft2 Douglas Almond (206) 225-0068 Office (425) 303-9363 Jly Great Kids Academy 3 a CB = CATCH BASIN Lot Area: ft 2 0 _ ,; tiq" d DW = DRY WELL LEGAL DESCRIPTION. 2 New Walkway Areas: 62.00 ft2 General Contractor: Project Surveyor: m a YD = YARD DRAIN Maximum F.A.R.: ft2 Evergreen Contracting Inc. Greene Land Surveying Inc. 2"omstsw 240,hS,SW 2°omstsw 2401hStSW 24U,hS,SW EdmondsGar age9 2 New Access/Turnaround: 2,146.00 ft23 Door Repair 4 P-TANK = PROPANE TANK FRUITLAND ACRES TO LAKE BALLINGER 2 BILK 004 Total G.F.A.: ft2 Address: Address D-03 LOT 3 PER CITY ED SP PLN-20190017 REC Exemption Areas: ft2 Total: 5,184.00 ft2 2531 Broadway Avenue, Suite A 7408 - 164th Street S.W. Q Playground 2 2 BurlinCareful Movers Mathay-Ballinger . Basketball Court 241 St St SW 241 , AFN 202211145001 BEING PTN OF LOT 8 SD PLAT Chargeable Floor Area: ft2 Lot Size: 9,588.00 ft2 Everett, Washington 98201 Lynnwood, Washington 98087 ®Clo,hir,g=re Park Chargeable = Lot Area = ft2 Contact: Contact: Know what's below. Actual: 54.07% John An (425) 361-0847 Office (206) 498-0979 ^ Call before you dig. SITE PLAN PER APPROVED PERMIT NO. BLD2021-0810 DATED: 03/27/2023 APPROVED / VP PLANS MUST BE -� ON i OB SITE oAD�P�i E� / o �Or ONSITE STORAGE OF DISPLACED MATERIALS ARE ^^ ^I TO HAVE A TEMPORARY PLASTIC SHEETING / 0 00�0 00�0 O VI'V (POLYETHYLENE, POLYPROPYLENE, HYPALON OR EQUIVALENT) OVER THE MATERIAL AND IS TO BE MAINTAINED FOR THE DURATION OF STORAGE. 0 0 0 0 0 0 LOT ,f `t R=25' MIN.00�0 O 127.00' N 88°31'13" W L 1 ° � 4 ON SOILS STORAGE N.T.S. GRASS FL . 4"-8" QUARRY SPALLS O O O O W ATH DRAIN WW' ' WWW .' N 12" TREN H D .. _ -- W , -, `- W ,' -------------------------- i Joints in filter fabric shall be spliced ._ = a�, — - r _-_ ____ at posts. Use staples, wire rings or 7.50 SY BSBL-.— — — . — — — — - GEO-TEXTILE FABRIC ° ° equivalent to attach fabric to posts 1 ,^ nnII h 2"x2" by 14ga. wire or equal r { N if standard strength fabric 4 n I . >_ <f . is used PROPOSED N - Filter fabric 0 2-CAR GARGE E M 0 CV CD CD I I I r-- N J � -1min. 4 x4 trench L rUJ LU 1-- r- I L D PROPOSED DWELLING i o N NOTES: Post spacing may be Backfill trench with native O 'D -' ID _D >I (BASEMENT S.O.G. - 346.42') O Increase to 8 If wire soil or 3/4"-1.5" washed gravel CD $ 442"'CCIN�. WALK ° R I § Q - 1. STABILIZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE backing is used N w I o WITH VEHICLE TRAFFIC AND PARKING, INCLUDING PLANTING STRIPS. » c/) w + O 2 x2 wood posts, steel fence m ° i �_ O posts or equivalent In r—`_J J o� Nz Imo- � �0 2 TEMPORARY ENTRANCE N.T.S. 5 TEMPORARY SILT FENCE N.T.S. �� I I o ui� O O '� 20.00' ACCESS EASEMENT i I I I I - I I - SIGNIFICANT EXISTING TREE(S) - I I N CONTINUOUS CHAINLINK FENCING — — — — — — — — P — — — —7 50' SY BSBL POST AT MAX. 10'0"o.c. I REVISIONS REV1 09/20/2024 INTERIOR REDESIGN AND STRUCTURAL CALCULATIONS REV2 REV3 REV4 REV5 N FIRE APPARATUS TURN -AROUND LOT 3 INSTALL AT LOCATION REVISED PLAN APPROVED 1 I = I = = I = = I = ` I = = I = � I I 127.00 S 88°31' 13" E = '� ' — _' _ -� AS SHOWN ON PLANS CITY OF EDMONDS 7DING DIVISION LOT 2 �., 2 � ?� BUILDING O I IAL I Sep 20 2024 APPROVED DATE I z I � O lfl ALL WORK SUBJECT PLAN TO FIELD NORTH FOR PROPOSED UTILITY LOCATIONS > INSPECTION FOR AND STORM FACILITIES, REFER TO CODE COMPLIANCE APPROVED PERMIT BLD2021-0810 CRITICAL ROOT ZONE DATED: 03/27/2023 1 SITE PLAN SCALE:1"=101-011 3 SIGNIFICANT TREE PROTECTION N.T.S. 4 PLAN TITLE N.T.S. J m J ° CD N Lr, 00 (.7 In 00 w °, Ln w� > Q CD Uo < m CT) LL N z o ;_ 00 ° CD o CD 7s_ Q ¢ - o 0 I N Q ¢ N 0 N ��� o En 2 zu LL1z �V a LLJZ >o �--YYV U 2021-0811 (REVISION RESUB Sep 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4-1 O a) Cl) CN U N 0 Z J J d N �; of +- -0 � N N 0C ~ I E L11 Lu w O CDIZ rn E 0 LU rn 0 CO CD CD 0 0 0 N CD 0 0 Z a Plan Title Site Plan with Project Details Douglas Almond 1 08/03/2024 24-012-02.03 Plan Revisions O O - o - o - o - O - 0 - Sheet: 01 Of. q 0 IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY N En c u u i 0 0 aD 00 O0 N 1 INTERCONNECT SMOKE ALARMS ARE A REQUIRMENT j OF THIS PERMIT IN ACCORDANCE WITH R314.4. 1 42'-0" 22'-0" 1-HOUR RATED CEILING w/ (1) LAYER 5/s" TYPE 'X' GWB d 0 0 N (2) CAR GARAGE OFFICE HARDWOOD 3113SSVD 1NnoW IIVM PLAN NORTH TSG 2Ci 6060 FIX/CAS - T-5Y" 11'-7" S.O.G. O 1-HOUR RATED ASSEMBLY w/ (2) LAYERS 1/2" TYPE 'X' GWB T..�A I 'All-ZE SHOWN) POT FI LER 48"RGF 8'-1Y4" MUD HARDWOOD 6-31 � I�l�Illiil I 0. FME es:: ■ �.� FROMM 23'-8Y2" FAMILY HARDWOOD 42'-0" 207 KITCHEN HAPn\Nnnn 11'-10y4" O � PANTRY N HARDWOOD N N 7REF.11 36" FZR NO L 00 V 13'-8Y2" 01 LrI rn N Un 0 C DINING N D DR HARDWOOD p TLIE F` Mz O 70 M FG (QU W U- La TSG 6060 CAS/FIX 2c I ?` 30'-5" TSG 2a 9060 CAS/FIX/FIX 9'-10y2" 4'-11)12" x M L In N 0 F` m En 10'10" W.P. DECK N o COMPOSITE 0 Ln Q m PLAN NORTH J m J ° CD (.7 . to � co 00 I'D _ Q" w c) CLl wa Uo Q <i�: � m g O L o z o N E 00 P: 0 0 0 CD Q¢ 0 Q ¢ In N N CD N ti ON 0 co c� 0) o trn4i 2 v w� z M ryV Q Z ` ` YLJ z 1- o L 2021-0811 1 REVISION RESUB Sep 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a--+ O N U o �Q z LE J a J N Of O —c co 5 Ln N O ~ TS i E O L11 o Lu w E rn W Plan Title Plan Views Drawn Douglas Almond Date 08/03/2024 rolec o. 24-012-02.03 Plan Revisions O O O O O O - O - O - Sheet: 02 Of. 1 BASEMENT LEVEL FLOOR PLAN SCALE- 1/4"=11-0" 2 MAIN LEVEL FLOOR PLAN SCALE- 1/4"=T-0" 42'-0" Qo S 0 0 0 v 42'-0" IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY J J PLAN NORTH PLAN NORTH J m (7 " N 00 CD CD � _ Qw c) � wa Uo Q <i�: � m z c - o zo N E 00 � O O CDz Q¢ - O Q ¢ In N N O L2: N ti Nco 0 o � trn4 2 w�v z ryV F 1YI._I`L` � l._ Z O > LL� Y``V BLD2021-0811 REVISION RESUB Sep 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C O E W O T U C _V V) M a--+ O N >) ~ LLJ U o 4— v' z V7 Q J d J Q N 4 LL l/) c N O N O ~ TS i E O L11 Lu w a E 0 LU Plan Title Plan Views Drawn Douglas Almond Date 08/03/2024 rolec o. 24-012-02.03 Plan Revisions O O O O O O - O - O - Sheet: 03 or: 1 I UPPER LEVEL FLOOR PLAN SCALE- V4°=T-o° 1 2 1 ROOF LEVEL PLAN SCALE: V4"=T-0" A-111007 FE-0- A] FE_ F 11 F__AA1 7 0 IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY 7 1 1 1 FRONT (WESTERN) ELEVATION SCALE:1/4°=T-0° 1 2 1 RIGHT (SOUTHERN) ELEVATION SCALE:1/4"=1141 1 ROOF LEVEL RIDGE EL: 374.58' UPPER LEVEL PLATE EL: 73.55' UPPER LEVEL FLOOR EL: 365.45' MAIN LEVEL PLATE EL: — 364.40' — MAIN LEVEL FLOOR EL: 355.31' BASEMENT PLATE EL: 354.25' AVERAGE GRADE EL: _ _ 350.06-1 BASEMENT FLOOR EL: — — 346.421 N I------ ------ ------ ------ ------ ___ GUARDS SHALL NOT HAVE AN OPENING FROM THE WALK ING SURFACE TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE IN ACCORDANCE WITH 2O21 IRC R312.1.3. 0 i-n _L _ _ _ _ _ : _ _ _AVERAGE GRADE EL: 350.06JFFMI�� 0 rn J m (7 " N 00 CD CD � _ Q� � w c) � w� Uo a <i�: � m z c - o zo N E 00 � O O CDz Q¢ - O Q ¢ N O L2: N ti ON co 0 O trn4i 2 W ate.+ 7 z �V a z o V l..o 2021-0811 1 REVISION RESUB Sep 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M o N Q) a� c N U o 4— �Q v' z V7 J d J N 4 CU cif 4- 0 ~ TS i E O L11 o Lu w E 0 LU Plan Title Plan Views Drawn Douglas Almond Date 08/03/2024 rolec o. 24-012-02.03 Plan Revisions O O O 0 - 0 - 0 - 0 - 0 - 3 1 REAR (EASTERN) ELEVATION SCALE: 1/4"=T-0" 4 1 LEFT (WESTERN) ELEVATION SCALE: 1/4"=T-0" Sheet: 04 Of. IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY J m J ° CD ° In C CO SIZE: 9'0"x6'0" SIZE: 9'0"x6'0" SIZE: 6'0"x6'0" SIZE: 9'0"x6'0" SIZE: 9'0"x6'0" SIZE: 6'0"x6'0" Q w� > Q � CLADDING: ALUMINUM \ CLADDING: ALUMINUM / CLADDING: ALUMINUM / CLADDING: ALUMINUM CLADDING: ALUMINUM CLADDING: ALUMINUM U Q m FINISH: BLACK \ FINISH: BLACK / FINISH: BLACK i FINISH: BLACK FINISH: BLACK FINISH: BLACK -d GRIDS: NO \ GRIDS: NO GRIDS: NO GRIDS: NO GRIDS: NO GRIDS: NO z o E ao JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING H ° 0 0 CD 1 4 VENTED: YES VENTED: NO VENTED: NO VENTED: YES VENTED: YES VENTED: NO z Q Q � o 0 ° c U-VALUE: 0.24 / U-VALUE: 0.24 U-VALUE: 0.24 U-VALUE: 0.24 U-VALUE: 0.24 U-VALUE: 0.24 Q "' C\j SAFETY GLASS: YES / SAFETY GLASS: YES SAFETY GLASS: YES SAFETY GLASS: YES SAFETY GLASS: YES L LSAFETY GLASS: YES CD MANUFACTURER: - / MANUFACTURER: - \ MANUFACTURER: - \ MANUFACTURER: - MANUFACTURER: - MANUFACTURER: - cv MODEL NO: - MODEL NO: - MODEL NO: - MODEL NO: - MODEL NO: - MODEL NO: I- WINDOW TYPE 9 WINDOW TYPE 1b WINDOW TYPE 1c WINDOW TYPE ® WINDOW TYPE ® WINDOW TYPE 2O CASEMENT/FIXED/FIXED QUA.2 FIXED/FIXED/CASEMENT QUA.1 FIXED/CASEMENT QUA.1 CASEMENT/FIXED/FIXED QUA.2 FIXED/FIXED/CASEMENT QUA.1 FIXED/FIXED/FIXED QUA.1 SIZE: 6'0"x6'0" SIZE: 3'0"x6'0" —ME SIZE: 9'0"x2'0" SIZE: 9'0"x5'0" SIZE: 9'0"x5'0" SIZE: 6'0"x5'0" a 00 / CLADDING: ALUMINUM CLADDING: ALUMINUM CLADDING: ALUMINUM CLADDING: ALUMINUM CLADDING: ALUMINUM CLADDING: ALUMINUM ca / FINISH: BLACK FINISH: BLACK FINISH: BLACK FINISH: BLACK FINISH: BLACK FINISH: BLACK GRIDS: NO GRIDS: NO GRIDS: NO GRIDS: NO GRIDS: NO GRIDS: NO ° N JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING v� VENTED: NO VENTED: YES VENTED: YES VENTED: YES VENTED: YES VENTED: YES N w a U-VALUE: 0.24 U-VALUE: 0.24 U-VALUE: 0.24 U-VALUE: 0.24 U-VALUE: 0.24 U-VALUE: 0.24 LL \ SAFETY GLASS: YES SAFETY GLASS: YES SAFETY GLASS: NO SAFETY GLASS: NO SAFETY GLASS: NO SAFETY GLASS: NO \ MANUFACTURER: - MANUFACTURER: - MANUFACTURER: - MANUFACTURER: - MANUFACTURER: - MANUFACTURER: - Z MODEL NO: - MODEL NO: - MODEL NO: - MODEL NO: - MODEL NO: - MODEL NO: V WINDOW TYPE ® WINDOW TYPE 0 WINDOW TYPE 2f WINDOW TYPE WINDOW TYPE ® WINDOW TYPE 3c �cr FIXED/CASEMENT QUA. 1 FIXED QUA. 4 FIXED QUA. 1 CASEMENT/FIXED/FIXED QUA. 2 FIXED/FIXED/CASEMENT QUA. 2 CASEMENT/FIXED QUA. 2 ~ f�Z >O SIZE: 6'0"x5'0" SIZE: 9'0"x4'0" SIZE: 2'0"x3'0" L v CLADDING: ALUMINUM CLADDING: ALUMINUM CLADDING: ALUMINUM FINISH: BLACK FINISH: BLACK FINISH: BLACK GRIDS: NO GRIDS: NO GRIDS: NO JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING JAMB SET: 2x6 FRAMING VENTED: YES VENTED: YES VENTED: NO U-VALUE: 0.24 U-VALUE: 0.24 U-VALUE: 0.24 BLD2021-0811 SAFETY GLASS: NO SAFETY GLASS: NO SAFETY GLASS: YES MANUFACTURER: - MANUFACTURER: - MANUFACTURER: - MODEL NO: - MODEL NO: - MODEL NO: - WINDOW TYPE ® WINDOW TYPE 0 WINDOW TYPE 3f REVISION FIXED/CASEMENT QUA.2 FIXED/FIXED/FIXED QUA.1 CASEMENT QUA.3 RESUB Sep 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C O 1= w O T U c O v 0 V) M 1 WINDOW SCHEDULE N.T.S. +-J o N N Cm N SIZE: 8'0"x7'0" SIZE: 2'4"x6'8" SIZE: 2'4"x6'8" SIZE: 2'6"x6'8" ADD VENT FOR SIZE 3'0"x6'8" SIZE: 8'0"x7'0" U D +- Z CLADDING: ALUMINUM CLADDING: WOOD CLADDING: WOOD CLADDING: WOOD CLADDING: WOOD CLADDING: ALUMINUM SIZE: 4'0"x8'0" O C7 Q WHOLE HOUSE CLADDING: WOOD V) C a FINISH: BLACK FINISH: STAINABLE FINISH: STAINABLE FINISH: STAINABLE FINISH: STAINABLE FINISH: BLACK , f GLASS / GRIDS: YES/NO GLASS / GRIDS: NO/NO GLASS / GRIDS: NO/NO GLASS / GRIDS: NO/NO / FAN GLASS / GRIDS: NO/NO GLASS / GRIDS: YES/NO FINISH: STAINABLE 0) m Q JAMB SET: 2x6 FRAMING JAMB SET: 2x4 FRAMING o JAMB SET: 2x4 FRAMING o JAMB SET: 2x4 FRAMING o JAMB SET: 2x4 FRAMING JAMB SET: 2x6 FRAMING o GLASS / GRIDS: YES/NO N SWING: NO SWING: LEFT SWING: RIGHT SWING: RIGHT SWING: LEFT SWING: NO JAMB SET: 2x6 FRAMING Q) = m U VALUE: 0.24 U-VALUE: NA U-VALUE: NA U-VALUE: NA U-VALUE: NA U-VALUE: 0.24 SWING: LEFT C CN FIRE RATED: NO \ FIRE RATED: NO / FIRE RATED: NO / FIRE RATED: NO \ FIRE RATED: NO FIRE RATED: NO U-VALUE: NA N N O AUTO CLOSE: NO AUTO CLOSE: NO AUTO CLOSE: NO AUTO CLOSE: NO AUTO CLOSE: NO AUTO CLOSE: NO FIRE RATED: NO i E LOCK SET: KEYED LOCK SET: KNOB V LOCK SET: KNOB LOCK SET: KNOB LOCK SET: KNOB LOCK SET: KEYED AUTO CLOSE: NO Ln U w LOCK SET: DEADBOLT O a DOOR TYPE 10o DOOR TYPE 101 DOOR TYPE 1oz DOOR TYPE 103 DOOR TYPE 104 DOOR TYPE zoo 0) EXTERIOR QUA. 1 INTERIOR QUA. 1 INTERIOR QUA. 2 INTERIOR QUA. 3 INTERIOR QUA. 1 EXTERIOR QUA. 1 DOOR TYPE 201 EXTERIOR QUA. 1 W SIZE: 2'4"x7'0" SIZE: 2'8"x7'0" / SIZE: 3'0"x7'0" SIZE: 4'0"x7'0" SIZE: 2'6"x7'0" SIZE: 18'0"x8'0" \ CLADDING: WOOD / CLADDING: WOOD / CLADDING: WOOD CLADDING: WOOD / CLADDING: WOOD CLADDING: METAL FINISH: STAINABLE FINISH: STAINABLE FINISH: STAINABLE FINISH: STAINABLE FINISH: STAINABLE FINISH: PAINTABLE GLASS / GRIDS: NO/NO GLASS / GRIDS: NO/NO / GLASS / GRIDS: NO/NO GLASS / GRIDS: YES/NO GLASS / GRIDS: NO/NO GLASS / GRIDS: YES/NO o JAMB SET: 2x4 FRAMING o JAMB SET: 2x6 FRAMING JAMB SET: 2x4 FRAMING UJAMB SET: 2x4 FRAMING o JAMB SET: 2x4 FRAMING JAMB SET: 2x6 FRAMING SWING: RIGHT SWING: LEFT SWING: LEFT SWING: FRENCH SWING: LEFT SWING: OVERHEAD U-VALUE: NA U-VALUE: NA U-VALUE: NA U-VALUE: NA U-VALUE: NA U-VALUE: NA / FIRE RATED: NO \ FIRE RATED: YES \ FIRE RATED: NO FIRE RATED: NO \ FIRE RATED: NO 0 FIRE RATED: NO AUTO CLOSE: NO AUTO CLOSE: YES AUTO CLOSE: NO AUTO CLOSE: NO AUTO CLOSE: NO AUTO CLOSE: NO LOCK SET: KNOB LOCK SET: DEADBOLT LOCK SET: KNOB LOCK SET: KNOB LOCK SET: KNOB LOCK SET: OPENER DOOR TYPE 203 DOOR TYPE 204 DOOR TYPE 2o5 DOOR TYPE 2o6 DOOR TYPE 2o7 DOOR TYPE 202 INTERIOR QUA. 1 INTERIOR QUA. 1 INTERIOR QUA. 1 INTERIOR QUA. 1 INTERIOR QUA. 1 EXTERIOR QUA. 1 SIZE: 6'0"x6'8" SIZE: 2'4"x6'8" SIZE: 2'4"x6'8" SIZE: 2'6"x6'8" SIZE: 2'6"x6'8" 1ZADD VENT FOR SIZE 2'8"x6'8" SIZE: 4'8"x6'8" Plan Title CLADDING: ALUMINUM / CLADDING: WOOD CLADDING: WOOD / CLADDING: WOOD \ CLADDING: WOOD / WHOLE HOUSE CLADDING: WOOD / \ CLADDING: WOOD Window/Door FINISH: BLACK FINISH: STAINABLE FINISH: STAINABLE FINISH: STAINABLE FINISH: STAINABLE FAN FINISH: STAINABLE FINISH: STAINABLE Schedules GLASS / GRIDS: YES/NO GLASS / GRIDS: NO/NO GLASS / GRIDS: NO/NO GLASS / GRIDS: NO/NO GLASS / GRIDS: NO/NO / GLASS / GRIDS: NO/NO GLASS / GRIDS: NO/NO - JAMB SET: 2x6 FRAMING JAMB SET: 2x4 FRAMING o JAMB SET: 2x4 FRAMING JAMB SET: 2x4 FRAMING o JAMB SET: 2x4 FRAMING o JAMB SET: 2x4 FRAMING oo JAMB SET: 2x4 FRAMING - SWING: NO SWING: LEFT SWING: RIGHT SWING: LEFT SWING: RIGHT SWING: LEFT SWING: FRENCH - U-VALUE: 0.24 U-VALUE: NA U-VALUE: NA U-VALUE: NA U-VALUE: NA U-VALUE: NA U-VALUE: NA Drawn FIRE RATED: NO \ FIRE RATED: NO / FIRE RATED: NO \ FIRE RATED: NO / FIRE RATED: NO \ FIRE RATED: NO \ / FIRE RATED: NO Douglas Almond AUTO CLOSE: NO AUTO CLOSE: NO AUTO CLOSE: NO AUTO CLOSE: NO AUTO CLOSE: NO AUTO CLOSE: NO AUTO CLOSE: NO LOCK SET: KEYED LOCK SET: KNOB V LOCK SET: KNOB LOCK SET: KNOB LOCK SET: KNOB LOCK SET: KNOB LOCK SET: KNOB Date 024 DOOR TYPE 30o DOOR TYPE 301 DOOR TYPE 302 DOOR TYPE 303 DOOR TYPE 304 DOOR TYPE 305 DOOR TYPE 306 Project o. No.— EXTERIOR QUA. 1 INTERIOR QUA. 5 INTERIOR QUA. 4 INTERIOR QUA. 3 INTERIOR QUA. 1 INTERIOR QUA. 1 INTERIOR QUA. 1 IQ 24-012-02.03 Plan Revisions O O O O O O O O Sheet: 05 2 DOOR SCHEDULE N.T.S. of NOTES- �.. � sfXTION ^� - PCF EQAVIL€NT FLUID PRESSURE 2000 PSF SERE,. BEARING PRESSUM 0 PSF SURDiARGE 5 M SACK CENEKT PER CUBIC YARD, 2500 PSI HININUN CONPRESSIVE STRENGTH, MAXKM 6 GALLONS WATER PER SACK lite," nxwcm-�---__. GRADE 60 STEEL. h-L.L W410jol - c z- ..-, BACWILL WITH POUROUS NATERIAL, PROVIDE TEMPORARY BRACW4 AS REWD ?/ �x(� 1�%t� A* FRAMING PER PLAN UNTIL SLAB IS CONSTRUCTED AND CURED, j- Cleo, �°-- ter EICATMN BY OTHERS WALL PER PLAN L{ p,' G a E c•1 (2) #4 CANT. TOP S l EW F5� rF ��(e HORIZ. BARS- PER SCHED. VERT. BARS, oO PER SCHED.�ii�,t FTG DOWELS W/ STD HOOK INTO FTG: 4' SLAB W/ 3'CLR SAME AS VERT BAR H 6X6 W1.4 X W1.4 WWF SPRCING PER (V OR #3 @ 12'o/c E.W. LAP, 24'MIN i a �-y pry �tFTG , 'dam 4'0 FTG DRAIN T® 3, IN GRAVEL POCKETCLR � e TOE NEEL h' 3 Reinforcement & Footing Schedule --- H Vertticai Porizontal Toe W tE �� e Reinforcement Reinforcement Width Width Width 'aL! -- �Q 4'-0" #4 @ 16" o.c. #4 @ 10" o.c. 1'-0,! 8„ I 4" r�-� 6'-0" @ #4 16" o.c. #4 @ 10" o.c. 2'-6" 8" 4" 81-01, #4 @ 8„ o.c. #4 @ 10" o.c. 4'-0" 8„ 4„ �tiii.1l��I� 8 10'-0" #5 @ 7" o.c. #4 @ 10" o.c. 5'-3" 8" 81' r 12'-0" #5 @ o.c. #4 @ 8" o.c. 6'-�� 10 1'-0" TYPICAL CANT'EI1 FND WALL ,, Scate. NTS = 1'-0 Section View i.� : 1 �3— 1 ®Lt CIO 9 IN III e 0 i� 18" MINIMUM Z I t - 0 I i �j POINT LOAD ON \ STRIP FOOTING �Jtc �1 POINT LOAD ON — PAD FOOTING POINT LOAD ON — PAD FOOTING lV - - - - - - - - - - - 1 1 1 1 t42N42" POINT LOAD ON PAD FOOTING ,E POINT LOAD ON 3.;/ 1 ry STRIP FOOTING i LE o I _i I � ' ® N 1 45'l PAD I ' UNDER POST �i rE A-V-3 � FOOTING H E 18" DIA. (OR SQUARE) X 8" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. 18 POST & CONNECTION PER PLAN 24" DIA. (OR SQUARE) X 12" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. 24 POST & CONNECTION PER PLAN 0 30" DIA. (OR SQUARE) X 12" THICK CONC. FOOTING W/3 - #4 BARS EACH WAY. 30 POST & CONNECTION PER PLAN 36" DIA. (OR SQUARE) X 12" THICK CONC. FOOTING W/3 - #4 BARS EACH WAY. 36 POST & CONNECTION PER PLAN M 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 3. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 4. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 5. ALL FASTENERS AND PENETRATORS TO PRESSURE TREATED MATERIAL TO BE ZMAX HOT -DIPPED GALV. OR STAINLESS STEEL OR MEET ASTM 153 REQUIREMENTS. 6. 1500 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. 7. ALL WALLS SUPPORTING TWO FLOORS AND A ROOF TO BE 2X6 CONSTRUCTION. I q L 4-.(f I II BLD2 21-011 5pp • 1 REV1S1 �N RS U B I8" T�D,- 24"xP Seal 1 2024 UNDER POST i I 1 ' I 1 ' 1 � 24"x24" PAD 1 ' UNDER POST D P 5T 8:j1_2$2`rfiSTREET S. EDMQV1)S, 'WA 98026 ATTACHED 10113 x. ` f Le-, H O C) O V ® E o � W Cn 0 o ®o W) � Q N .., ®a! W `� r RESU Jun 28 20 2 CITY OF EDMON S DEVELOPMENT SE R ICES DEPARTMENT ESG DESIGN FOOTING REVISIONS PLAN REV1510N5 ONLY q I q 12024 M� 0 1 13 0 E E 0 0 Ecn *a Cn • A 04 • Date r® Scale Drams Job Sheet ZZk Of Sheets IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY P.T. 11/8" CDX T&G ATTACHED w/ HDG 16d RING OR SCREW SHANK NAILS @ 4/12 PATTERN. 4" CONC. TOPPING SLAB (HOLD TOP OF JOISTS 41/a" DOWN FROM FLOOR CRAKAINI(- TVO rR) rARO( F1 74 L.UA ICXV / I If1-I I L V VV/ 12d RING OR SCREW SHANK NAILS @ 4/12 PATTERN HARDWARE NOTES: H1 = ITS2.37/11.88 H2 = ITS1.81/11.88 H3 = LUS28Z H4 = LUS410 H5 = LUS26 PLAN NORTH P.T. 6x6 DF#2 P.T. 6x6 DF#2 (3) FRAMING NOTES: 1. ALL WINDOW AND DOOR HEADERS TO BE MIN. 48 HF#2 UNLESS NOTED OTHERWISE. 2. ALL WOOD POSTS CALLED OUT ON PLANS SHALL CARRY DOWN TO FOUNDATION UNLESS CARRIED BY SUPPORTING BEAM(S). 3. LedgerLOK® AND LTS® LATERAL TIES ARE MANUFACTURED BY FastenMASTERO. 1 8/5/2024 (3) 2x TRIMMERS (3) 2x TRIMMERS (3) 2x TRIMMERS 6x6 DF#2 i ATTACHED w/ 12d RING OR SCREW SHANK NAILS @ 4/12 PATTERN PLAN NORTH J m J ° CD (7 . N � 00 00 I'D _ Q w O1 L n wa Uo Q <i�: � m g 0 LL o z o N E 00 CD0 CD z Q ¢ �o 0 Q ¢ In N N 0 N ti N00 0 o trn4i 2 v w� in �z ryV F 1YI._I`L` � l._ Z >O V 1RESUB ep h1192062� wVMfi*S@�d6MwQ 1 DEVELOPMENT SERVICES DEPARTMENT (206) 890-5949 i 0 z Plan Title Framing Plans Douglas Almond 1 08/03/2024 24-012-02.03 Plan Revisions O O O O - 0 - O - 0 - Sheet: 1 1 MAIN LEVEL FLOOR FRAMING PLAN SCALE: 1/4"=T-0" 2 1 UPPER LEVEL FLOOR FRAMING PLAN SCALE: 1/4"=T-0° IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY 07 (TYP @ WF TO POST) nq (2) 2x Tf (2) 2x Tf __. HARDWARE NOTES: H1 = ITS2.37/11.88 H2 = ITS1.81/11.88 H3 = LUS28Z H4 = LUS410 H5 = LUS26 FRAMING NOTES: 1. ALL WINDOW AND DOOR HEADERS TO BE MIN. 48 HF#2 UNLESS NOTED OTHERWISE. 2. ALL WOOD POSTS CALLED OUT ON PLANS SHALL CARRY DOWN TO FOUNDATION UNLESS CARRIED BY SUPPORTING BEAM(S). 3. LedgerLOK® AND LTS® LATERAL TIES ARE MANUFACTURED BY FastenMASTER®. 4. ALL OUTRIGGERS TO BE 2x6 HF#2 @ 24"o.c. (SIM) (TYP @ HEADERS) ERS (TYP) ERS PLAN NORTH SI5I2024 J m J ° CD (7 " N 00 CD CD I'D _ Qw O1 � wa Uo Q <i�: � m g C L o zo N E 00 Q 0 CD z Q ¢ �o 0 Q ¢ In N N O N NN 00ti 0 O trn4i 2 W ate.+ 7 C1 � V Q LLJ z o YYV �--u BL 21-0811 1RESUB ep h11920�2� WVMfi*mod fwQm DEVELOPMENT SERVICES DEPARTMENT (206) 890-5949 M a--+ O N a) N c N U 4- v' z � o �Q V7 J J d � 4 Lf; Of o - � N N ~ TS i E L11 - w O E 0 LU 0 z a Plan Title Framing Plans Douglas Almond 1 08/03/2024 24-012-02.03 Plan Revisions 0 - 0 - O - O - 0 - 0 - O - O - Sheet: 1 I ROOF LEVEL FRAMING PLAN SCALE- 1/4°=11-0" 1 2 1 PLAN TITLE SCALE: 1"=1'-0" Of. MIN. 3/8" ACX OR 1/2"x6" PINE T&G CLOSED SOFFITS BENT FLASING ATOP (2) LAYERS ICE/WATER SHIEL7 PRE -PRIMED 2x8 HF FASCIA DBL. TOP PLATE METAL SIDING ATOP ROLLED VAPOR BARRIER (TYPARO OR FROG SKIN) LAP AND TAPE ALL SEAMS (TYP) 11/4"A178" LSL BLK'G (NOTCH FOR OUTRIGGERS) 2 1 PERPENDICULAR EAVES FOR CALLOUTS IN COMMON REFER TO SECTION 4 THIS PLAN O O O (TYP) j, 1/6" PLATE x 6" 31/2" GLULAM (PER PLAN) LU > 0 z Lu 13/4"A178" LVL (PER PLAN) 1/2" CDX PLYWOOD (15/32" OSB OKAY SUB) LUS26 (PER PLAN) 2x6 HF#2 OUTRIGGERS @ 24"o.c. S/8" TYPE 'X' CEILING GWB FULLY INSULATE EACH BAY w/ RIGID OR CLOSED -CELL SPRAY (MIN R-39 REQUIRED) 1/2" GWB 2x6 HF#2 @ 16"o.c. WALL FRAMING w/ MIN R-21 BATT INSULATION 6 I FLUSH WF @ INTERIOR HEADER GRACEVYCOR DECK PROTECTOR (SEE VCRDET-301) BUTT END — NOTES: OF JOIST (UNPROTECTED) A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT INFORMATION DATA SHEETS B. RIPCORDO CAN BE REMOVED FROM GRACE VYCOR FLASHINGS FOR EASE OF INSTALLATION C. INSTALL GRACE VYCOR AND WEATHER RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS D. ENSURE THAT THE VYCOR FLASHINGS ARE NOT PERMANENTLY EXPOSED TO UV E. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND BUTYL 101 DECK JOIST FLASHING END VIEW SCALE: 1"=T-0" SCALE: 1"=T-0" - WEATHER RESISTIVE BARRIER (CHECK LOCAL BUILDING CODE FOR REQUIREMENTS) WALL SHEATHING GRACE VYCOR 20 / / 2 JOIST HANGER GRACE VYCOR DECK PROTECTOR RIM JOIST IF THIS PLAN IS NOT ON 22x34 PAPER 11/4"A178" LSL BLK'G (NOTCH FOR OUTRIGGERS) FULLY INSULATE EACH BAY w/ RIGID OR CLOSED -CELL SPRAY MIN. 3/8" ACX OR 1/2"x6" PINE T&G (MIN R-39 REQUIRED) CLOSED SOFFITS 1/2" CDX PLYWOOD BENT FLASING ATOP (2) (15/32" OSB OKAY SUB]) LAYERS ICE/WATER SHIELD 1178" JOISTS PER PLAN PRE -PRIMED 2x8 HF FASCIA (13/4"x1178" LSL @ SIM) DBL. TOP PLATE 2x6 HF#2 OUTRIGGERS J @ 24"o.c. S/8" TYPE 'X' CEILING GWB WEB FILLER BY JOIST SUPPLIER 1/2" GWB 2x6 HF#2 @ 16"o.c. WALL FRAMING w/ MIN R-21 BATT INSULATION 3 1 PARALLEL EAVES FOR CALLOUTS IN COMMON REFER TO SECTION 4 THIS PLAN %L AJ LMIJ-)\-RLVV @ MID -POINT OF FLANGE (X-DIRECTION) @ MID -POINT OF 2x PLATE (Y-DIRECTION) 7 FLUSH WF k@:P1 EXTERIOR WALL METAL SIDING ATOP ROLLED VAPOR BARRIER (TYPARO OR FROG SKIN) LAP AND TAPE ALL SEAMS (TYP) , IT HAS BEEN SCALED ACCORDINGLY, BREAK METAL CAP VENTING SCREEN CONTINUOUS FULL LENGTH OF PARAPET WALL 2x4 PARAPET WALL FULLY INSULATE EACH BAY w/ RIGID OR CLOSED -CELL SPRAY (MIN R-39 REQUIRED) SIMPSONO IUS2.37/11.88 (TYP) 1178" TJI-360 (PER PLAN) a �1/2" CDX PLYWOOD (15/32" OSB OKAY SUB) CUT PLYWOOD FOR VENTING EACH FACE OF WF BEAM L s/a" TYPE 'X' GWB 2x/3x RIPPED FILLER, ATTACH TO WF w/ (2) ROWS OF 1/2" MACHINE BOLT w/ (1) FLAT WASHER EACH SIDE @ 24"o.c. (2) PER BAY SCALE- 1"=11-0" 4 FLUSH WF SECTION SCALE: 1"=1'-0" WEATHER FOLD UP WEATHER RESISTIVE BARRIER RESISTIVE AND TEMPORARILY SECURE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH BARRIER GRACE VYCOR " EXTERIOR WEATHER SHEATHING RESISTIVE \ 3 BARRIER "I TAPE \ SILL PLATE (SEE VCRDET-106 FOR OPTIONS) SCALE: 1"=1'-0" :UKIN(3 ✓l FLUSH TO ;E OF RIM JOIST OR )IST NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT INFORMATION SHEETS B. ALL EXPOSED (UNCOVERED) VYCOR ALONG MOST OUTER EDGE SHOULD BE TRIMMED FLUSH WITH JOIST TO PREVENT DAMAGE FROM UV C. VYCOR DOES NOT NEED TO BE TRIMMED IF COVERED WITH DECORATIVE TRIM. FASCIA OR OTHER APPROPRIATE MATERIAL N.T.S. 1 11 1 DECK JOIST FLASHING CONT. loA (ASSEMBLED WINDOW) o o P o U GRACE VVCOR a I GRACE VYCOR I I " GRACE VYCORNERTM OR CORNER PATCH RECOMMENDED (SEE VCRDET-507 OR VCRDET-504 FOR OPTIONS) DO NOT FLASH OVER " BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS 1. CUT, FOLD UP AND TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL GRACE VYCOR HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ALONG HEADER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE AS SHOWN ABOVE 8 1 FLEXIBLE WINDOW FLASHING CORROSION RESISTANT METAL - COLUMN CAP. FOLLOW ALL MANUFACTURERS INSTALLATION INSTRUCTIONS FOR CALLOUTS IN COMMON REFER TO SECTION 2 THIS PLAN 2x8 HF#2 1/2" CDX DBL. 13/4"x71/4" LVL HEADER 5 1 TYPICAL HEADER SECTION MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR GRACE VYCOR — NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND TIE-IN WITH WEATHER RESISTIVE BARRIER: PRODUCT DATA SHEETS 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER B. RIPCORDO CAN BE REMOVED FROM GRACE WITH GRACE VYCOR TO FORM WATER SHEDDING LAPS VYCOR FOR EASE OF INSTALLATION 2. RIPCORD® HAS BEEN REMOVED AT SILL FOR EASE C. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF INSTALLATION AND/OR COORDINATION OF OTHER TRADES OF WINDOW SILL PLATE 3. SCORE AND FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO D. INSTALL GRACE VYCOR IN ORDER AS SHOWN BY ALLOW FOR GRACE VYCOR INSTALLATION NUMBERS 4. INSTALL GRACE VYCOR HEAD FLASHING UNDER WEATHER RESISTIVE E. INSTALL GRACE VYCOR AND WEATHER RESISTIVE BARRIER; MECHANICALLY FASTEN AS NECESSARY BARRIER TO FORM WATER -SHEDDING LAPS 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND F. DETAIL ALSO ALSO RELEVANT FOR GRACE VYCOR V40 SEAL SIDE EDGES WITH WEATHER RESISTIVE BARRIER TAPE OR GRACE AND BUTYL VYCOR N.T.S. 9 FLEXIBLE DOOR FLASHING BEAM SPLICES MUST OCCUR OVER POSTS w/ 11/2" MIN. BEARING r GIRDER BEAM z 4s° N ALTERNATE KNEE BRACE: 2x4 KNEE BRACE FACE NAILED EA. SIDE OF POST AND BEAM w/ (4) 16d NAILS AT EACH FACE AND CONN. 24" MIN OR 1/3 HEIGHT OF THE POST WHICHEVER IS GREATER KNEE BRACES ARE REQUIRED ON ALL POSTS GREATER THAN 48" IN HEIGHT N.T.S. 1 12 1 DECK POST BRACING 44 KNEE BRACE (1) 3/8 DIAMETER THRU-BOLT OR 1/2" LAG SCREW w/ HDG WASHERS TOP & BOTTOM P.T. POST PER PLAN Installation: • Use all specified fasteners. • Strong -Drive SD Connector screws install with a Y4" hex head driver (Model DBHEX) • Strong -Drive SDWH Timber -Hex HDG screws install with a %" hex head driver (Model DB6H1.75) Model CL Anchor Dia. Fasteners No. DTT1Z %" %" or SDWH 6-SD#9x1%" 1. A 3/8" HDG round washer is required when using a lag screw. 2. Refer to current Wood Construction Connectors catalog, and T-DECKLATLOAD for additional information. N.T.S. 1 13 1 DTT1 Z LATERAL TI E DETAI L e" HDG lag screw with HDG washer or SDWH Timber -Hex HDG screw (shown) into top plate, studs, or header SCALE: 1"=T-0" EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER AND TEMPORARILY SECURE v �P` WEATHER RESISTIVE BARRIER (CHECK LOCAL BUILDING CODE FOR REQUIREMENTS) GRACE VYCORNER TM �P OR CORNER PATCH RECOMMENDED (SEE VCRDET-507 OR VCRDET-504 O FOR OPTIONS) GRACE VYCOR SEAL TOP OF JOISTS UNDER DECKING (SEE VCRDET-301) NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPCORDO CAN BE REMOVED FROM GRACE VYCOR FOR EASE OF INSTALLATION C. INSTALL GRACE VYCOR IN ORDER AS SHOWN BY NUMBERS D. MECHANICALLY FASTEN AS NECESSARY E. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL N.T.S. 6-SD#9x1%" screws (shown) or 8-10dx1Y2" nails DTT1Z - 3" min. thread penetration Typical DTT1Z Deck -to -House Lateral Load Connection N.T.S. J m J ° O 0 " N � w 1-0 1-0 _ Q`n w rn L" Um Q CD 0 — H zo N E 00 CD 0 ry) oLn CD Q¢ Q ¢ In N N O N ti �'CIO a ;v �z �V a z �O V LL-N 2021-0811 1 REVISION RESUB Sep 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M 4--J O� JLU N N C � N U � D O +- � v' Z Q a J LnOf +� O In c G (n N O I C C O L11 o Lu w E d, L1J 0 z a Plan Title Framing Plans Drawn Douglas Almond Date 08/03/2024 rolec o. 24-012-02.03 Plan Revisions 0 - 0 - 0 - 0 - O 0 - O O Sheet: 08 Of. IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY U Washer Installation: Required- ' Not Supplied ® ® ABA, ABU - for our installed p p anchors. For Simpson Strong -Tie epoxy or mechanical anchors, select and install ° 1 I in accordance with www.strongtie.com. • Products require washers between the I y Id nut and the base. Washers are supplied Y with the ABU but not the ABA, which ABA44Z ABU44Z Typical ABA Installation requires a standard cut washer. (ABU Similar) Model No. Post Size Dimensions (in.) Anchor Dia. Post Fasteners W L H HB Nails SD Screws Machine Bolts Qty. Dia. ABA44Z 44 3 9/16 31/8 3 1/16 - 1/2 6-10d 6-SD #9x1'/2 - - ABU44Z 44 3 9/16 3 51/2 1 314 5/8 12-16d 12-SD #10x1'/2 2 1/2 ABA46Z 46 3 9/16 5 3/16 31/8 - 5/8 8-16d 8-SD #10x1'/2 - - ABU46Z 46 3 9/16 5 7 2 5/8 5/8 12-16d - 2 1/2 ABA66Z 6x6 51/2 51/4 31/8 - 5/8 8-16d 8-SD #10x1'/2 - - ABU66Z 6x6 51/2 5 6 1/16 1314 5/8 12-16d - 2 1/2 ABU88Z 8x8 71/2 7 7 - 2-5/8 18-16d - - 1. D indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. 1" for 2x's 1%6" for 3x's and 4x's �m C O H Oil C � B LUS Typical LUS28Z Installation Installation: • LUS hangers install with double shear nailing. • For installations into single 2x headers or ledgers, use the specified full length fasteners into the joist and the following fasteners into the header for reduced loads in accordance with www.strongtie.com: •• 10dx1'/2 nails for installations with Nails SD #9x1'/2 for LUS28Z and LUS210Z •• installations with SD Screws •• SD #10x1'h for LUS26-2Z and LUS210-2Z installations with SD Screws Model No. Dimensions (in.) Fasteners Nails SD Screws W H B Header Joist Header Joist LUS26Z 1 9/16 4 3/4 1 3/4 4-10d 4-10d LUS28Z 1 9/16 6 5/8 1 3/4 6-10d 4-10d 6-SD #9x2'/2 4-SD #9x2'/2 LUS21 OZ 1 9/16 713/16 1 3/4 8-10d 4-10d 8-SD #9x2'/2 4-SD #9x2'/2 LUS26-2Z 3 1/8 4 7/8 2 4-16d 4-16d 4-SD #10x2'/2 4-SD #10x2'/2 LUS210-2Z 3 1/8 9 2 8-16d 6-16d 8-SD #10x2'/2 6-SD #10x2'/2 1. D indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. C C C �L�—L a • nV, pe e� e U / U4 III`_ l ., AC LPCZ Typical LCE4Z Installation Installation: • Install in pairs. • For LCE4Z installations on mitered corner conditions, refer to www.strongtie.com for more information. Dimensions (in.) Fasteners Model No. W L Nails SD Screws Beam Post Beam Post AC4Z 3 9/16 61/2 14-16d 14-16d 14-SD #10x1'/2 14-SD #10x1'/2 AC6Z 51/2 81/2 14-16d 14-16d 14-SD #10x1'/2 14-SD #10x1'/2 LPC4Z 3 9/16 3 1/2 8-10d 8-10d 8-SD #9x1'/2 8-SD #9x1'/2 LPC6Z 5 9/16 5 1/2 8-10d 8-10d - - LCE4Z - 5 3/8 14-16d 10-16d 14-SD #10x1'/2 10-SD #10x1'/2 1. D indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. C 1'/2' minimum from top of ledger and band joist H 4" to 5" On -center spacing from end of of SDS wood screws 1'/z' minimum from ledger per designer bottom of ledger and band joist SDS Ledger Installation Thread Length(in.) Size (in.) Model No. '/4' x 3'/2' SDS25312 2'/4 '/4' x 5" SDS25500 2% 1. L> indicates connector is available in stainless steel. Add SS to model number when ordering. 2. Refer to current F-SDSLDGR for spacing and additional information. 3. The screws shall be staggered from the top to the bottom along the horizontal run of the deck ledger per IRC 2009 Section R502.2.2.1.1. 3" minimum row spacing SDS Screw Installation: • Install Simpson Strong -Tie SDS wood screws with a hex head driver. • SDS screws install best with a low speed %" drill. 1 ABU DECK POST BASE N.T.S. I 2 LUS DECK JOIST HANGER N.T.S. 3 LCE POST CAP N.T.S. 4 SDS/LEDGER ATTACHMENT N.T.S. J O MANUFACTURED TYPICAL P.T. POST z _J POST CONNECTOR m Q N� �O J J a z_ 12 GRADE ±1 D? D e ° D � D p• e e ° e D ° m ° � G a. �J. 1/2" DIAMETER THROUGH z Q PER TABLE BOLTS IN BOTH DIRECTIONSED o LU a NOTE: NOT SCREWS 4" GRAVEL o m LL Z_ w NOTE: POSTS MUST BE CENTERED ON OR IN FOOTING FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION 6 I FOOTING OPTIONS N.T.S. INSTALLING TREX SIGNATURE POSTS AND/OR TREX SIGNATURE CROSSOVER POSTS ON WOOD IMPORTANT NOTES. » EACH POST MUST BE ATTACHED AS SHOWN TO ENSURE CODE Blocking boards COMPLIANT AND SAFE INSTALLATION. » TREX SIGNATURE POSTS CANNOT BE USED WITH TRADITIONAL OR COCKTAIL DESIGNS, ONLY PRESSURE TREATED POST/POST SLEEVES CAN BE USED. REFER TO DETAILED INSTRUCTIONS FOR MORE i INFORMATION. e s ALWAYS refer to your local building code official prior to installing ® '? ..... any railing system to ensure all code and safety requirements are met. Trex cannot be held responsible for improper or non -recommended ......... installations. a �e s When installing Trex Signature posts on ACO, CCA or concrete surfaces, use an appropriate isolation barrier between post and surface (contact e local building code official if needed). » All Trex Signature stair installations require the use of a 53" (1346 mm) stair post, measured and cut to appropriate length if necessary. » If crossover stair post is required, use stair post (again cut to appropriate 2• Install two 2" x 8" (51 mm x 203 mm) boards as block - length if necessary) and use swivel crossover bracket. ing under post location. Securely attach blocking using a If installing on concrete, make sure all surfaces are level. total Of twenty-four 3" (76 mm) pressure -treated com- s In areas of extreme cold/cold weather conditions (ex. ice/snow) its patible screws (not provided). recommended to drill a small weephole at the base of the post (can be hidden under post skirt) to allow for water drainage. h.id d ................ situ .... allow ............................................... NOTE. TO ENSURE THE BLOCKING /S FULLY SECURE, TOOLS AND MATERIALS NEEDED USE THE AMOUNT OF SCREWS indicated ABOVE. » Drill and/or screw gun (hammer drill for concrete) TIP: Use two additional screws to "sandwich" blocking boards » 1/2" (13 mm) drill bit for wood, 3/8" (10 mm) drill bit for concrete together for easier attachment to framing. » Blocking - 2" x 8" (51 mm x 203 mm) pressure -treated Southern Yellow Pine or equivalent Line Post Installation » Qty. 36 (per post) - 3 pressure -treated compatible wood screws Code Approved Post Applications 2.5" (64 mm) POST SIZE 2.5" (64 mm) El 2.5 x 2.5 (64 mm x 64 mm) Post (IRC) < 30" height decking Acceptable (Code Approval not Applicable) IRC Compliant Yes IBC Compliant No Installing Signature Posts and/or Signature Crossover Posts on Pressure -treated Wood Framing (Corner Post Installation) 2" x 8" Pressure -treated Cross bracing frame •�'... .� 1. Install 2" x 8" (51 mm x 203 mm) cross bracing frame in between joists at 7-1/4" (184 mm). Attach a total of twelve 3" (76 mm) pressure -treated compatible screws (not provided). 0 Cross bracing frame �6 F Cross bracir g frame 3. Install two 2" x 8" (51 mm x 203 mm) cross bracing frames in between joists at 7-1/4" (184 mm). Attach a total of twelve 3" (76 mm) pressure -treated compatible screws (not provided). Blocking boards ­_Z;�' 4. Install two 2" x 8" (51 mm x 203 mm) boards as blocking under post location. Securely attach blocking using a total of twenty-four 3" (76 mm) pressure- treated compatible screws (not provided). INSTALLING TREX SIGNATURE POSTS AND/OR SIGNATURE CROSSOVER POSTS ON WOOD/CONT NOTES. » Metal backplate is only required for 2.5" (64 mm) post in IRC installations. (Consult local code official for more information.) 5. Using post a template, mark locations of holes. 6. Drill through decking and blocking boards using 5/8" diameter bit (long drill bit will be required). 7. Insert the (2) stainless steel barrier strips under the mounting bolt holes. BARRIER STRIPS ARE REQUIRED ONLY IF ATTACHING POST DIRECTLY TO PRESSURE TREATED FRAMING. 8. Attach posts using four 3/8" x 6" (10 mm x 152 mm) hex cap bolts, washers, and nuts, along with aluminum back plate on underside of blocking. If the project requires IRC compliance, b this back plate MUST be installed under the decking to ensure this will meet code compliance. d" Reference SKU part number ALPOSTHWDECK for required hardware and aluminum plate. (Consult local code official for more information on IRC Compliance.) INSTALLING PRESSURE -TREATED POSTS, POST SLEEVES, AND SKIRTS TO USE WITH TREX SIGNATURE RAILING 9. NOTE. PLEASE REFER TO LOCAL BUILDING CODE REQUIREMENTS PRIOR TO ATTACHING PRESSURE TREATED POSTS. 10a. If using a 1-piece skirt, 0. slide post sleeve skirt over post and down to rest on decking surface. Slide post sleeve over post and position inside post sleeve skirt. 10b. If using a two-piece skirt Slide post sleeve over post and down to rest on decking surface. Snap two piece skirt over post sleeve. NOTE. • Shims can be used to plumb post sleeves. INSTALLING TREX SIGNATURE POSTS ON CONCRETE Pre -drill Hole 1. Using post as a template, mark locations of the four holes and drill into concrete at least 2-5/8" (67 mm) using a 3/8" (10 mm) masonry bit. NOTE. • You can either set drill bit to correct depth on drill or mark drill bit with tape at required dimension to ensure all holes are drilled at correct depth. 2. Clean out holes to remove all concrete dust using a shop vacuum or other appropriate tool. 3. Insert (2) stainless steel barrier stripes under mounting bolt holes. Use appropriate shims if posts are not plumb. Attach posts using four TREX SUPPLIED 3/8" x 3-3/4" (10 mm x 95 mm) wedge anchors. Reference SKU part number ALPOSTHWCONC for required hardware (wedge anchors, washers, and nuts). NOTES. s When using hammer to tap anchors in place, keep threaded nut at top of anchor in order to not damage threads. » Recommended torque for anchors is 30 ft-lbs. V w y �J �a O �co Q0 o C\I w C-) L1 w a V �� Q C) m ado rn�LL zo E c000 �a 0 o CD 0 Z Q� ilo 0Q n N v CD 0 r� Cl- 0 00 00 MCN o co��v N W G4 Zu �z �u �Q �l Z >O V W 2021-0811 1 REVISION RESUB Sep 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C_ C 0 E J 0 V 0 U rn W ^ , W F_ N U 4— v) 0 o 4— a (1) J vi 1 C) O O LTl o L� w a E 0) LU Plon Title Framing Plans Douglas Almond Dote 08/03/2024 —Project o. 24-012-02.03 Sheet: 09 0f i 7 1 DETAIL TITLE N.T.S. 1 8 1 GUARDRAIL ATTACHMENT DETAILS N.T.S. STRUCTURAL GENERAL NOTES: THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE: CODE INTERNATIONAL RESIDENTIAL CODE IRC (202 1) WOOD FRAME CONSTRUCTION MANUAL WFCM (20 18) STRUCTURAL LOADS WIND LOADS: WIND ANALYSIS PROCEDURE: WFCM PART 2 BASIC WIND SPEED, Vas = 100-MPH WIND IMPORTANCE FACTOR, Iw = 1.00 WIND EXPOSURE: 'B' TOPOGRAPHIC FACTOR, KZT = 1.0 DESIGN WIND PRESSURE ON MWFRS LATERAL = 79 PLF / UPLIFT = 152 PLF SEISMIC LOADS: SEISMIC ANALYSIS PROCEDURE: ASCE 7-1 G, CHAPTER 1 2. 14 ENGINEERED DESIGN PER R301 . 1 .3 SEISMIC USE GROUP: I SEIMIC IMPORTANCE FACTOR, IE = 1.0 MAPPED ACCELERATIONS, Ss = 1 .277; 51 = 0.448 SITE CLASS = 'D' DESIGN ACCELERATIONS, SDs = 1.02 1; 5D1 = 0 SEISMIC DESIGN CATEGORY: 'D' BASIC SEISMIC FORCE RESISTING SYSTEM: PLYWOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, R = G.5 STORY FORCE MULTIPLIER, F = 1. 1 PLYWOOD/ OSB PLYWOOD/OSB ROOF, FLOOR AND WALL SHEATHING TO BE APA RATED C-D EXPOSURE I PER APA "PLYWOOD DESIGN SPECIFICATION" (Y5 10), UNLESS NOTED OTHERWISE. MAXIMUM NAIL SPACING SHALL BE AS FOLLOWS: G"oc AT ALL SUPPORTED PANEL EDGES, AND 1 2"oc AT INTERMEDIATE SUPPORTS. NAILS SHALL BE AS FOLLOWS: 8D COMMON FOR 1/2" ROOF SHEATHING, 8D COMMON FOR 1/2" WALL SHEATHING. STAGGER END LAPS AT ROOF SHEATHING. ALL PANEL EDGES TO BE BLOCKED AT SHEAR WALLS. SUPPORT SHALL BE SUPPLIED TO ALL PLYWOOD EDGES WITH PLYCLIPS, BLOCKING, TONGUE AND GROOVE PLYWOOD JOINTS OR OTHER APPROVED METHODS PER APA RECOMMENDATION. TIMBER WOOD AND WOOD BASED MATERIALS USED IN CONTACT WITH SOIL, CONCRETE OR MASONRY, INSTALLED WITHIN I " OF CONCRETE OR MASONRY, OR EXPOSED TO MOISTURE EITHER INTERIOR OR EXTERIOR, SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2" NOMINAL THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORTS OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDE BLOCKING OR BRIDGING AT 8' - 0" OC ALL SILL PLATES AT SHEAR WALLS TO BE 2x_ PRESERVATIVE TREATED HEM -FIR #2, U.N.O. ON THE PLANS. SILL PLATES SHALL HAVE A MOISTURE CONTENT OF NOT GREATER THAN 1 9% BEFORE BEING COVERED WITH INSULATION, INTERIOR WALL FINISH, FLOOR COVERING OR OTHER MATERIAL. WOOD CONNECTORS CAST -IN -PLACE SILL BOLTS TO BE 5/8" DIAMETER, EMBEDDED 7" INTO THE CONCRETE. MINIMUM SPACING OF BOLTS SHALL BE GO"oc AT DESIGNATED SHEAR WALLS SILL BOLT SPACING SHALL BE PER THE PLANS. USE GALVANIZED 3" x 3" x 1/4" PLATE WASHERS AT ALL SHEAR WALL SILL BOLTS. LOCATE EDGE OF WASHERS 1/2" MAX FROM INTERIOR EDGE OF WALL SHEATHING PROVIDE A MINIMUM OF TWO BOLTS EACH PIECE. PROVIDE ONE BOLT AT END OF EACH PIECE, NOT LESS THAN G" AND NOT MORE THAN 1 2" FROM THE END. AT EXISTING CONCRETE STEM WALLS, USE 5/8" DIAMETER BY G" LONG 5IMP50N "TITEN-HD" SCREW ANCHORS. MINIMUM SPACING OF BOLTS SHALL BE 48"oc, OR AS SPECIFIED IN THE SHEAR WALL PLAN AND SCHEDULE. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH MALLEABLE IRON WASHERS EXCEPT ON STEEL BEAM NAILERS USE CUT WASHERS. NAILERS TO STEEL BEAMS SHALL BE ATTACHED WITH 5/8" BOLTS AT 24"oc STAGGERED. NAILS SHALL CONFORM TO REQUIREMENTS OF ASTM F I GG7 AND HAVE A MINIMUM BENDING STRENGTH OF 90 KSI FOR SHANK DIAMETERS BETWEEN . 1 42" AND . 1 77". ALL WOOD -TO -WOOD NAILING SHALL BE PER IRC TABLE RG02.3(1 ). IF PLANS AND DETAILS SPECIFY 8D, I OD OR I GD NAILS, THEY SHALL HAVE THE FOLLOWING PROPERTIES: 8D = 0. 13 1 " DIA x 2- 1 /2" 1 OD = 0. 1 48" DIA x 3" 1 GD = 0. 1 G2" DIA x 3-1/2" ALL SUBSTITUTIONS SHALL HAVE THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD PRIOR TO USE. LIGHT GAUGE METAL FRAMING CONNECTORS AND THEIR REQUIRED FASTENERS SHALL BE "STRONG -TIE" BY 5IMP50N COMPANY, OR APPROVED EQUAL. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED STEEL WITH A G 185 SPECIFICATION OR TYPE 304 * 3 1 G STAINLESS STEEL. TYPE 304 AND 3 1 G STAINLESS STEEL SHOULD BE USED FOR ALL CONNECTORS AND FASTENERS IN CONTACT WITH AZCA TREATED WOOD AND SOME VARIATIONS OF ACQ TREATED WOODS. HOT -DIPPED GALVANIZED STEEL SHOULD NEVER COME IN CONTACT WITH STAINLESS STEEL. PRESERVATIVE TREATMENT ALL LUMBER, TIMBER, PLYWOOD, GLUE -LAMINATED AND OTHER COMPOSITE LUMBER THAT IS IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH CURRENT AMERICAN WOOD -PRESERVERS' ASSOCIATION (AWPA) PRESERVATIVE (P) STANDARDS. THESE MEMBERS SHALL BE TREATED WITH AN APPROVED PRESERVATIVE IN ACCORDANCE WITH CURRENT AWPA COMMODITY (C) STANDARDS AND THE AWPA USE CATEGORY SYSTEM (UCS). WHEREVER POSSIBLE, PRECUT ALL MATERIAL BEFORE TREATMENT. HANDLE TREATED LUMBER IN ACCORDANCE WITH AWPA M4 STANDARDS. FIELD CUTS, HOLES (SUCH AS ANCHOR BOLT HOLES IN TREATED SILL PLATES) AND PENETRATION DAMAGE SHALL BE TREATED IN ACCORDANCE WITH THE CURRENT AWPA M4 STANDARDS. THE MOST COMMONLY AVAILABLE PRESERVATIVE MEETING THE REQUIREMENTS OF STANDARD M4 IS A COPPER NAPHTHENATE SOLUTION CONTAINING AT LEAST 2% COPPER. CERTAIN DAP, WM BARR, CUPRINOL, BEHR, GREEN'S, JASCO, HENRY AND FIELDS PRESERVATIVE PRODUCTS CONTAIN THIS METAL CONTENT. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED OR TYPE STAINLESS STEEL. SEE THE "WOOD CONNECTORS" SECTION. S H EAR WALL SCHEDULE (ALL FASTENER SPACING ARE FOR USE WITH DOUGLAS FIR MATERIAL) APA RATED NAIL SIZE AND STUD AND BLKG TOP PLATE TOP PLATE BOTTOM PLATE LABEL SHEATHING SPACING AT EDGES SIZE AT ATTACHMENT TO ATTACHMENT TO ATTACHMENT SILL PLATE ATTACHMENT ADJOINING EDGES ROOF ABOVE FLOOR ABOVE NAILING TO ANCHOR BOLT SILL PLATE WOOD BELOW TO CONCRETE SIZE AT (9) (1 0) (1 1) FOUNDATION (1) (2) (3) (4) (5) (G) (7) (8) (7) (8) (1 2) "RBC" CLIP "LTP4" CLIP 5/8"8 AB AA 7/1 G" ONE SIDE 8d AT 6" oc 2x 16d AT 6" oc 2x @ 1 2"oc @ 1 8"oc AT 48" oc "RBC" CLIP "LTP4" CLIP 5/8"8 AB g 7/1 6" ONE SIDE 8d AT 4" oc 2x 16d AT 4" oc 2x @9"oc @ 1 2"oc AT 42" oc I G" WIDE ACQTWO -SEGMENT "RE,C"CLIPS "LTP4" CLIPS PORTAL FRAME 8d AT 3" oc (2)2x 5/8"0 (2)2x EAAE EACH SEGMENT EACH SEGMENT EA 7/ 1 G" SHEATHING NAIL SPEC: 8d = 0. 13 1 "O I Od = 0. 1 48"0 1 Gd = 0. 1 G2"O SHEAR WALL INSTALLATION NOTES: 1. INSTALL WALL SHEATHING PANELS EITHER HORIZONTALLY OR VERTICALLY 2.5HEAR WALLS WITH WINDOW OPENINGS INCLUDED IN THEIR LENGTH ARE DESIGNED AS "PERFORATED WALLS." PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH HEIGHT OF WALLS AS INDICATED ON THE PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS 3.5HEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLDOWNS POSTS. REFER TO HOLDOWN MANUFACTURER'S INSTALLATION DETAILS FOR ADDITIONAL INFORMATION 4.13LOCKING IS REQUIRED AT ALL PANEL EDGES. 5. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 1 2"oc G.3x MEMBERS CAN BE SUBSTITUTED BY (2)2x NAILED w/ I Od STAGGERED NAILS @G"oc. EDGE DISTANCE - I ", END DISTANCE - 2 1/2" 7.5A5ED ON 0. 13 1 "8 x 1 1/2" LONG NAILS USED TO ATTACH SHEAR CLIPS DIRECTLY TO FRAMING. USE 0. 13 1 "8 x 2 1/2" NAILS WHERE INSTALLED OVER SHEATHING 8.5HEAR CLIPS: 51MP50N "RBC" OR 1TP4" OR APPROVED EQUIVALENT 9. WHERE PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM OR EQUAL BELOW WALL I O.ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS 1/4" x 3" x 3". EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE I I. CONTACT THE ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS 12. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT -DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS 1 3. WHEN PANELS ARE APPLIED ON BOTH FACES OF A SHEAR WALL, NAIL SPACING IS LESS THAN G"OC, PANEL JOINTS TO BE OFFSET TO FALL ON DIFFERENT STUDS. PANEL JOINTS CAN FALL ON ONE STUD IF 3x or (2)2x STUD IS PROVIDED. 14. (SPECIAL INSPECTION MAY BE REQUIRED) SCOPE OF STRUCTURAL ENGINEERING SERVICES THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL LATERAL DESIGN AND PREPARED THE SHEARWALL PLANS FOR THIS PROJECT. THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ERRORS AND/OR OMISSIONS FOUND ON THE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE INADVERTENT MISLABELING OF DETAILS OF WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INADVERTENT MISLABELED DETAILS OF THE WORK BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. STRUCTURAL SHEARWALLS ARE DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS. ANY DISCREPANCIES, CONTRADICTIONS, OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH WORK OR FABRICATION OF THE ITEM(S) IN QUESTION. FIELD MEASUREMENTS AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY. THE CONTRACTOR MUST CHECK ALL (ASSUMED) EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR ACCURACY AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES. THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM, EXCEPT FOR ANY COMPONENTS NOTED ABOVE. RESPONSIBILITY FOR ANY SECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS NOT SHOWN ON THE STRUCTURAL PLANS RESTS WITH SOMEONE OTHER THAN THE STRUCTURAL ENGINEER. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE BUILDING DURING CONSTRUCTION. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OF, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK, NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. GENERAL INSPECTIONS - WOOD FRAMING CONSTRUCTION ELEMENT: PLYWOOD SHEAR WALL AND ROOF AND FLOOR DECKING NAILING PERIOD: BUILDING INSPECTOR SHALL INSPECT PER IBC I 10 AND LOCAL AHJ REQUIREMENTS. ELEMENT: SHEAR WALL HOLD-DOWNS TO FOOTINGS PERIOD: BUILDING INSPECTOR SHALL INSPECT PER IBC I 10 AND LOCAL AHJ REQUIREMENTS. ELEMENT: BOLTS AND LAG SCREWS PERIOD: BUILDING INSPECTOR SHALL INSPECT PER IBC I 10 AND LOCAL AHJ REQUIREMENTS. HOLD-DOWN SCHEDULE TAG MODEL MINIMUM END F05T 51ZE ATTACHMENT TO END STUDS ATTACHMENT TO FOUNDATION O HD I 11HDU2" (2)2x - (G) 1 /4"x2-1 /2" 5D5 5/8"0 x 1 2-5/8" "55TB I G" OR 5/8"0 x 18" "5B5/8x24" HD2 "5THD 14" (2)2x (22) 0.148 x 3-1/4" 14" EMBED HD3 "M5T37" (2)2x (20) 0. 1 G2 x 2-1/2" - HD4 "M5TCMG0" (2)2x_ (2G) 0. 148 x 3-1/4" (14) 1 /4 x 1-3/4 "Titen Turbo" 1. MINIMUM SIZE OF POST AT THE END OF SHEARWALL, UNLESS NOTED OTHERWISE ON FRAMING PLANS. 2. ALL FASTENERS SPECS ARE FOR USE w/ HEM -FIR LUMBER. 3.ALL BRACKETS/STRAPS TO BE "SIMPSON STRONG -TIE" OR APPROVED EQUAL. REFER TO MFR'S INSTALLATION INSTRUCTIONS. 4. EPDXY GROUTED RETROFIT ANCHORS SHALL BE INSTALLED PER THE FOLLOWING SPECIFICATIONS: 4. 1 .SIMPSON "RFB" ALL -THREAD ROD OR SIMILAR (A3G STEEL) TO BE USED WITH 5IMP50N "SET" EPDXY ADHESIVE. 4.2.CONTRACTOR TO INSTALL 51MP50N "SET" EPDXY ADHESIVE PER MANUFACTURER'S SPECIFICATIONS CONTAINED IN REPORT E5R-1 772. 4.3.EPDXY HOLD-DOWN INSTALLATION REQUIRES A MINIMUM 8" THICK STEM WALL (CONTACT ENGINEER IF G" STEM WALL IS PRESENT). 5. FOR ALL RETROFIT ANCHORS, MINIMUM SIDE EDGE DISTANCE = 1-3/4", MIMIMUM CORNER OR END WALL DISTANCE = 4-1/4". ESG DESIGN ko w Q o w a 1= c, w D °C cn 12 w wcz LUN o � � LU m Q w VIL N (V w p O CD N N 1Il C O �n o 0z iw z N Sep 11 2024 CITY OF EDMONDS DEVELOP SERVICES DE AR MENT J _j LLJ LLJ ►- U (fo p LLJ Cf _ U LLJ U � O � z W U � W � LLJ >� �- (s) C) O o N W z - O C) LLJ m E o m L 0 6' �o m o LU N N � U � U J �- � z W A rc^^ V J Q W LU V J LU CS J Lu N O Z z Q N o Q rx A z LU Q C� - Ln N - 0 DATE: 9/5/2024 SHEET SIZE: 2211 X 3411 DRAWING: si O N N 0 m O u� 5HEAR WALL PLAN LEGEND: — — — — - SHEAR WALL EXTENT x0 SHEAR WALL TAG, (REFER TO 5HEAR WALL SCHEDULE) HDx HOLD-DOWN TAG, (REFER TO HOLD-DOWN SCHEDULE) FOUNDATION NOTE: CONTRACTOR TO COORDINATE LOCATION OF ALL HOLD-DOWN ANCHORS WITH SHEAR WALL PLANS AND DETAILS. 42' - 0" 42' - 0" 40 6o6o FIX/CAS 42' - 0" BASEMENT SHEARWALL PLAN 3/ 1 G11 _ 1 1_011 v 0 0 O N N 2d \� /.H \ Q 42' - 0" MAIN LEVEL SH EARWALL PLAN 3/ 1 G11 _ 1 1_011 IN 0 0 O N N 0 m O u� 96°5° CAS/FIX 42'-0" IT 96°5° FIX/CAS 3d /o\00, 3c 42'-0" Jf UPPED LEVEL SHEARWALL PLAN 3/ 1 G11 _ 1 1_011 3a LL N 10 1;0000. ESG DESIGN J 0 o w cn N Lu LLJ C1 Lu W Q J Q N � O N p C9 O to O L/ W � O z \S Sep 11 2024 FEDMO MERVNDSIC ES ZPARTMENT Q n� 1..�1 J Q L.L W V J LU U LU Q Q 1L.1 m T O 0 c) Q z N - -�3 ►L, 0 C) 0 LU n E �r o m � L 0 m 6, � 7 c9 0� o I ^ v J N N N W � � U � U J � ry Ir— c� W !� LU Lu J C) Q ?i- z z m (V o Q A (_D z lU 0 J U o N— c� (Q DATE: 9/5/2024 5HEET 51ZE: 2211 x 3411 DRAWING: S2 END OR CHANGE OF CL DIRECTION OF WALL 1 '-0" . (2)2x_ STUDS MIN MAX PANEL -EDGE NAIL PLWD SHEATHING TO EACH STUD (STAGGER) "SDS" 1 /4 x 2-1 /2" WOOD SCREWS A. BOLT PER HOLD-DOWN SCHEDULE HOLD-DOWN BRACKET SEE FOUNDATION PLAN FOR SIZE AND LOCATIONS C) I - _ 64 - 4 ku N > 4 d -d c 4 9 d. n a _ FOUNDATION STEM WALL OR THICKENED SLAB EDGE NO RIM JOIST CONDITION TYP . P I�AC KE 3/411 = 11_011 G" MIN TO 1 2" MAX AT EACH END OF EACH SILL PL SEGMENT (MIN 2 BOLTS PER SEGMENT) WOOD SHEARWALL P/T SILL PLATE ANCHOR PER SHEAR WALL SCHEDULE ANCHOR BOLTS PER SHEAR WALL SCHEDULE END OR CHANGE OF DIRECTION OF WALL (2)2x_ STUDS MIN PANEL -EDGE NAIL PLWD SHEATHING TO EACH STUD (STAGGER) "SDS" 1 /4 x 2-1 /2" WOOD SCREWS FOUNDATION STEM WALL OR THICKENED SLAB EDGE A. BOLT PER HOLD-DOWN SCHEDULE T HOLD-DOWN AT CONCRETE 5/8"0 A.BOLTS w/ 3"x3"x 1 /4" PL WASHERS SPACING PER SHEARWALL SCHEDULE (MAX GO" WHERE NOT AT SHEARWALL) P.T. WOOD SILL PLATE TYP. ANCHOR BOLT LAYOUT 3/4" = 1 '-011 PLWD SHTG w/ FACE GRAIN PERPENDICULAR OR PARALLEL TO STUDS EDGE NAILING PER SHEARWALL SCHED. NAIL PANEL FIELD AT 1 2" oc -L 1 '-0" MAX HOLD-DOWN BRACKET, SEE PLAN FOR SIZE AND LOCATIONS SHEARWALL, SEE PLAN FOR TYPE AND LOCATION SHEARWALL BTM PLATE w/ NAILING PER SW SCHEDULE a �= a = "du - o ° > 4 W U d d Y Y lu N ° _ A ° RIM JOIST CONDITION END OR CHANGE OF DIRECTION OF WALL (2)2x_ END POST PANEL -EDGE NAIL PLWD SHEATHING TO EACH STUD (STAGGER) I Od NAILS PER MFR ALIGN STRAP WITH STUDS IN WALL BELOW OR WRAP AND NAIL TO FLOOR FRAMING IF NO WALL BELOW RIM JOIST PER FRAMING PLAN P/T SILL PLATE w/ ANCHORS PER SW SCHEDULE ^' ^ DOWN STRAP iHEAR WALL IT PLAN) DM PLATE PER :WALL SCHEDULE FRAMING LAN TYP STRAP -TIE HOLD-DOWN DETAIL 3/411 = 1 I-011 LOCATE EXTERIOR PANEL JOINT AT RIM JOIST PROVIDE PANEL EDGE NAILING PER SW SCHED. FLOOR JOISTS PER PLAN STUDS (USE 3x STUD AT PANEL EDGES WHERE REQD IN SHEARWALL SCHED) DOUBLE 2X PLATE RIM JOIST BLKG READ AT ALL PANEL EDGES (USE 3x WHERE REQD IN SHEARWALL SCHED BOT PL (USE 3x WHERE REQD IN SHEARWALL SCHED) (2)2x_ STUDS MINA, PANEL -EDGE NAIL PLWD SHEATHING TO EACH STUD (STAGGER) #5 x 3G" REBAR, CENTER ON STRAP EMBED - - - FOUNDATION STEM WALL NO RIM JOIST CONDITION EMBED HOLDOWN STRAP SEE FOUNDATION PLAN FOR SIZE AND LOCATIONS WOOD SHEARWALL P/T SILL PLATE, ANCHOR PER SHEAR WALL SCHEDULE ANCHOR BOLTS PER SHEAR WALL SCHEDULE (2)2x_ STUDS MIN PANEL -EDGE NAIL PLWD SHEATHING TO EACH STUD (STAGGER) #5 x 3G" REBAR CENTER ON STRAP EMBED STEM WALL RIM JOIST CONDITION TYP. EMBEDDED STRAP HOLD-DOWN AT CONCRETE 3/411 = 1 1_011 a Q DOUBLE PORTAL FRAME HEADER NAILER EXTENT 18' MAX ROUGH OPENING (SEE ARCHT) ♦ ♦ FULL -HEIGHT 3x NAILER, \ ATTACH TO WF BEAM WEB PER CONTRACTOR + + (CONTINUOUS PIECE OVER BOTH SHEARWALL SEGMENTS) �8d NAIL GRID @3"oc SHEATHING TO HEADER '--(I) ROW OF 1 /4"x4" SCREWS @3"oc TOP PLATE TO HEADER \-5IMP5ON 15TA30 STRAP, HEADER TO JACK -STUD (PLACED IN INTERIOR SIDE OF WALL) "MIN. (2) 2x POST w/ SHEATHING PER SHEARWALL SCHEDULE AND 8d NAILS @3"oc (TO ALL FRAMING MEME—' LU LU IF NEEDED, PANEL SPLICE EDGES SHAL OCCUE NAIL @3"oc TO (2) 2x SPLICED MEMBERS lu = 2x SPACER STUD AT CORNER CONDITION 2 L ° ° PANEL LENGTH PER FRAMING PLAN SHEAR WALL SCHEDULE .. (2) 51MP50N "STHD 1 4" STRAP HOLD-DOWNS- (2) 51MP50N "MSTCMGO" STRAP HOLD-DOWN —(2) 2x PT BOTTOM PLATE w/ 5/8" DIAM. 7" EMBED. ANCHOR BOLT AND 1/4" x 3" x 3" STEEL PLATE WASHER THICK STEM WALL o d (14) 1 /4 x 1-3/4 "Tlten Turbo" q SCREWS TO CONCRETE - ; — — — — =d°= —d— — — °` - as a MIN. 1 2"x 1 2" FOOTING w/ (2)#4 BOTTOM REBAR AND (1)#4 TOP REBAR 1 2" THICKENED SLAB IS PERMITTED AT DOOR OPENING (SEE FOUNDATION PLAN FOR SIZE) ° ° ° ° A o 0 0 0 0 0 b A TYP. SITE -BUILT PORTAL FRAM E DETAIL )OWN STRAP TION PLAN D LOCATIONS RWALL PLATE .SHEAR HEDULE Z BOLTS PER WALL SCHEDULE ILL PLATE IOR PER SHEAR SCHEDULE —3x NAILER, ATTACH TO WF BEAM WEB PER CONTRACTOR STEEL WF BEAM (I) ROW OF 1 /4"x4" SCREWS @3"oc TOP PLATE TO NAILER SECTION A -A it ESG DESIGN J kn w O 0 1~il a U w :�i n w N w (L- I- LLJ LU CD Q w EL J N � LLJo O N p o tC) O az w � o z I� ■ Sep 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J U � W L.L Q U J W U � LLJ (s) � L Q LU/ m �0 Q N O C) Q LLJ n o p� v L O � c9 0� O � I ^ v J N N W � U � U J � � � Z LU LL I LU J 4 C) z LLJm cal10 o Q A 0 z LLJ 0 I U o N — 0 (Q DATE: 9/5/2024 5HEET 51ZE: 2211 x 34" DRAWING: TYP. TWO STORY SHEARWALL 3/411 — 1 1 -011 3/411 _ 1 1_011 S3 Q w w N 1- 0 w J Q 0 ki J Q � = o } Q W o O � � a cz Q Lu Lu n w _ f DOUBLE PORTAL FRAME HEADER NAILER EXTENT 18' MAX ROUGH OPENING (SEE ARCHT) ♦ + ♦ + ♦ FULL -HEIGHT 3x NAILER, \ ATTACH TO WF BEAM WEB PER CONTRACTOR + ♦ (CONTINUOUS PIECE OVER BOTH 5HEARWALL SEGMENTS) '-�8d NAIL GRID @3"oc 5HEATHING TO HEADER ,--(I) ROW OF 1 /4"x4" SCREWS @3"oc TOP PLATE TO HEADER \-51MP50N 15TA30 STRAP, HEADER TO JACK -STUD (PLACED IN INTERIOR 51DE OF WALL) MIN. (2) 2x P05T w/ SHEATHING PER 5HEARWALL SCHEDULE AND 8d NAILS @3"oc (O ALL FRAMI IF NEEDED, PANEL SPLICE EDGES 51-1. NAIL @3"oc TO (2) 2x SPLICED MEMI 2x SPACER STUD AT CORNER CONDI o o a ° PANEL LENGTH PER FRAMING PLAN 5HEAR WALL SCHEDULE • • (2) 51MP50N "5THD 1 4" STRAP HOLD (2) 51MP50N "M5TCMG0" STRAP HO (2) 2x PT BOTTOM PLATE w/ 5/8" DIAM. 7" EMBED. ANCHOR B( AND 1 /4" x 3" x 3" STEEL PLATE WA51 THICK STEM WALL I o .+. s •. (1 4) 1 /4 x 1-3/4 "Titen Turbo" SCREWS TO CONCRETE 1 p p o II I� I I MIN. 1 2"x 1 2" FOOTING w/ (2)#4 BOTTOM REBAR AND (1)#4 TOP REBAR 1 2" THICKENED SLAB 15 PERMITTED AT DOOR OPENING (SEE FOUNDATION PLAN FOR SIZE) 10 GARAGE POIOTA 33/411 _ I 1_011 o A o o o o 0 0 A L f RAM E WITH STEEL BEAM DETAIL SECTION A -A 3x NAILER, ATTACH TO WF BEAM WEB PER CONTRACTOR STEEL WF BEAM (1) ROW OF 1 /4"x4" SCREWS @3"oc TOP PLATE TO NAILER ESG DESIGN z O w w � v m w 0 w Q m o w m o z 9r9rzo�a W W LL— Q J C) W > OLu CL- ^ IL/ W U z W Q -w t (s) m °' V J O � � O 111 z O C) W to Lu V E � Z A W W O ILA A Q' W a W r CS z z A W -3 N �, N DATE: 8/30/2024 SHEET 51ZE: 18" x 24" DRAWING: SSK-1