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Home My WebLink AboutYARROW GARDENSYork,�° N'Iheal Ria. IEngineering Structural 0 a s i g n e4 Ing Oris (7201 990-5900 Date: 9 March 2021 Wheatridge City Building Department Attn: Builder Official Subject: Transfer of Engineer of Record, Thrive Home Builders, Yarrow Gardens Townhomes York Engineering shall assume the role as engineer of record on the structural plans for the Yarrow Gardens Townhomes project for Thrive Home Builders in Wheat Ridge, CO. The engineered plans originally submitted by EV Studio and stamped by Ross R. Maxwell have been reviewed by York Engineering. York Engineering performed an independent design on the structures and walked through buildings under construction. Through this, we found our design to be in general conformance with the permitted design performed by EV Studio. Subsequent letters/reports will outline both required and allowed structural changes. Any inspections and subsequent letters/reports performed by EV Studio on existing buildings shall be addend ums to inspections/reports provided by York Engineering. A representative of York Engineering spoke with Ross R. Maxwell and discussed this transition. York Engineering will be reviewing submitted and constructed foundation designs at existing buildings to additionally assume the responsibility of Engineer of Record for those designs. Address specific letters will be provided. Please feel free to call with any questions or concerns. Respectfully yours, oPp00 LIC'e Helena N. Dopita, P. O�'Af" 'Pte U' O 1 q C STOMAL EN GOVERNING CODE 2018 IRC SEISMIC SPAN <5-0" CATEGORY= B 1=1.00 SPAN 5'-1" - 10'-0" (2) TRIMMERS AND (3) KING STUDS (2) TRIMMERS AND (2) KING STUDS SPAN 10'-1" - 18'-0" R=6.5 (2) TRIMMERS AND (3) KING STUDS FOR WALLS TALLER THAN 10', SEE PLAN RISK II ULT. WIND SPEED (3—SECOND GUST) 135 MPH EXPOSURE C 0 1 ROOF LOADS DEAD 20 PSF 0g�i^ SNOW 30 PSF W DEFLECTION LL=L/360 TL=L/240 FLOOR LOADS DEAD 15 PSF 0:�z LIVE 40 PSF DECK LOADS DEAD 12 PSF LIVE 60 PSF Q W NOTE: THIS ENGINEERING DESIGN ASSUMES THE LOADS AND CRITERIA LISTED ABOVE. CONTRACTOR SHALL REVIEW THE LOADS & GEOTECHNICAL REPORT AND CONTACT YORK ENGINEERING PRIOR TO CONSTRUCTION IF ANY ADJUSTMENTS ARE REQUIRED. THE LOADS ABOVE ASSUME NO RADIANT HEAT FLOORING. SOIL REPORT, IF AVAILABLE, SHALL BE REVIEWED BY YORK ENGINEERING PRIOR TO CONSTRUCTION. IF NO SOILS REPORT IS AVAILABLE, THIS DESIGN ASSUMES THE SOIL PRESSURE ABOVE AND THAT NO LIQUEFACTION, EXPANSIVE, SLOPE STABILITY OR OTHER ADVERSE CONDITIONS EXIST. PREBABRICATED ENGINEERED TRUSSES TRUSS LAYOUT AND CALCULATIONS TO BE SUBMITTED TO YORK ENGINEERING FOR RENEW PRIOR TO CONSTRUCTION. TRUSS/ GIRDER CONNECTION UNLESS NOTED OTHERWISE, USE SIMPSON H2.5T OR EQUIVELANT TIES EACH END OR EACH TRUSS/JOIST, SEE ROOF TRUSS AT WOOD WALL DETAIL AT GIRDERS, INSTALL TIES EACH PER PLAN HEADER TO TRIMMERAING STUD CONNECTION -NAIL HEADER TO KING STUDS WITH (6) 16d EACH END U.N.O, SEE PLAN. -FOR HEADERS GREATER THAN 6' LONG, USE (2) LCE CUPS OR PCZ OR BC POST CAP EACH END OF HEADER TO TRIMMER CONN., OR USE CS16 STRAPS EACH SIDE OF HEADER TO TRIMMERS, SEE HEADER TO TRIMMER CONNECTION DETAIL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL FOLLOW ALL STANDARD BUILDING CODES, PRACTICES, AND REQUIREMENTS AS LISTED IN THE IRC. CONTRACTOR TO VERIFY ALL DIMENSIONS, SPANS, & CONDITIONS AND NOTIFY ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES PRIOR TO CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE MORE STRINGENT SPECIFICATION SHALL BE FOLLOWED. DIMENSIONS SHOWN ARE BASED ON ARCHITECTURAL DRAWINGS PROVIDED TO YORK ENGINEERING. IF DISCREPANCIES EXIST, DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE FOLLOWED. CONTRACTOR SHALL ASSURE THAT ALL MATERIALS ARE USED PER MANUFACTURER RECOMMENDATIONS SHEATHING NOTES 1. STAGGER ROOF AND FLOOR SHEATHING JOINTS, SEE ROOF SHEATHING LAYOUT DETAIL 2. INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/JOISTS U.N.O., SEE PLAN. SHEATHING INSTALLED WITH LONG DIMENSION PARALLEL TO JOISTS/TRUSSES SHALL BE 5 PLY PLYWOOD CONFORMING TO APA STANDARD PS -1. 3. NAILS SHALL BE In MIN FROM SHEATHING EDGE. 4. ALL FLOOR AND ROOF SHEATHING PIECES SHALL BE 48" X 48" MIN. 5. PROVIDE EDGE NAILING AT ALL SUPPORTED AND BLOCKED PANEL EDGES AND PER DETAILS. WALL SHEATHING: 7/16" APA RATED 24/16 MIN. U.N.O., SEE PLAN. ALL EXTERIOR WALLS AND VERTICAL SURFACES SHALL BE SHEATHED WITH SHEATHING MANUFACTURED WITH EXTERIOR GLUE SEE PLANS AND SHEAR WALL SCHEDULE FOR NAIUNG REQUIREMENTS WALL SHEETING MAY HAVE UP TO 4" ROUND HOLES SPACED MIN 12" APART. ROOF SHEATHING: 7/16° APA RATED 24/16 MIN. WITH 8d NAILS AT 6" O.C. EDGE NAILING AND 12" O.C. FIELD NAIUNG FOR ROOF SNOW LOAD LESS THAN OR EQUAL TO 40 PSF. FOR ROOF SNOW LOAD GREATER THAN 40 PSF USE 5/8" APA RATED 40/20 MIN. WITH 10d NAILS AT 6" O.C. EDGE NAILING AND 12" O.C. FIELD NAIUNG U.N.O, SEE PLAN. FLOOR SHEATHING: 3/4" T&G APA RATED 40/20 MIN. (48/24 WHEN FLOOR TRUSSES/JOISTS ARE AT 24" O.C.) 1WTH 8d NAILS AT 6" O.C. EDGE NAILING AND 12" D.C. FIELD NAILING U.N.O., SEE PLAN. GLUE SHEATHING TO JOISTS/TRUSSES WITH ADHESIVE CONFORMING TO APA SPECIFICATIONS FRAMING NOTES 1. SILL PLATE J -BOLTS SHALL HAVE A 1" STANDARD WASHER AT EACH BOLT. IF SLOTTED WASHER IS USED, ADD CUT WASHER. 2. ALL FOUNDATION HOLDOWN STRAPS/ANCHORS SHALL BE ALIGNED WITH END OF SHEAR WALL AND/OR INTER LEVEL STRAP ABOVE (WHERE OCCURS) AND SHALL ATTACH TO FULL HEIGHT KING STUDS U.N.O., SEE PLAN. PROVIDE WOOD POST AT EACH HOLDOWN PER THE HOLDOWN SCHEDULE. & STRAPS CALLED CUT ON FLOOR AND FLOOR FRAMING PLANS ARE VERTICAL INTER LEVEL STRAPS AND SHALL BE CENTERED ON RIM BOARD AND ALIGNED WITH END OF SHEAR WALL ABOVE AND ATTACHED TO FULL HEIGHT KING STUDS UNLESS NOTED OR SHOWN OTHERWISE, SEE PLANS 4. WALL DBL TOP PLATES SHALL BE 2X MIN. AND SHALL LAP 36" AT ALL SPLICES WITH (12) 16d NAILS STAGGERED EACH SIDE OF SPLICE U.N.O, SEE PLAN. WHERE PLATES DO NOT LAP, PROVIDE CS16X32" STRAP TO SPLICE PLATES ALIGN WALL STUD WITH PLATE JOINTS 5. PROVIDE DBL CANTILEVER FLOOR JOISTS BELOW (2) PLY (OR MORE) TRIMMERS/POSTS AND WHERE SHEAR WALL HOLDOWN STRAPS ARE INDICATED. 6. ATTACH (2) PLY HEADERS TOGETHER WITH (3) 16d AT 12" O.C. [(2) 16d OK FOR 2X6 HEADERS1 USE (3) 16d AT 12" O.C. EACH SIDE FOR (3) PLY HEADERS, USE (4) 16d AT (2) AND (3) PLY HEADERS WHEN HEADER HEIGHT IS GREATER THAN 11". ATTACH (4) PLY HEADERS TOGETHER 1WTH (2) In THROUGH BOLTS AT 16" O.C. OR (2) SDS 1/4" X 6" SCREWS AT 16" O.0 EACH SIDE OF HEADER U.N.O., SEE PLAN. 7. SEE BEARING WALL CONSTRUCTION TABLE FOR WALL FRAMING REQUIREMENTS. 8 NAIL STUDS OF INTERSECTING WALLS W/16d NAILS 0 6" O.C. 9. EDGE NAIL SHEATHING TO ALL DRAG MEMBERS. 10. WHEN CHIMNEY IS SUPPORTED BY ROOF/FLOOR FRAMING, TRUSS/JOIST MFR TO DESIGN TRUSSES/JOISTS TO SUPPORT CHIMNEY WEIGHT INCLUDING VENEER WHERE OCCURS CHIMNEYS CANTILEVERING MORE THAN 4' ABOVE ROOF SHALL BE FRAMED WITH 2X6 012" O.C., USE LSL 2X6 0 12" O.C. FOR CHIMNEYS EXTENDING MORE THAN 8' ABOVE THE ROOF. CHIMNEYS EXTENDING MORE THAN IV ABOVE THE ROOF SHALL BE LATERALLY BRACED (WITHIN 4' OF CHIMNEY TOP) TO THE ROOF FRAMING WITH CABLES OR RODS ANCHORED TO RESIST SEISMIC AND WIND LOADS. CHIMNEYS THAT EXTEND MORE THAN 6' ABOVE THE ROOF AND ARE SUPPORTED BY ROOF FRAMING (FRAMING DOES NOT EXTEND CONTINUOUS THROUGH ROOF) SHALL HAVE A MSTC4BB3 ANCHOR AT EACH CORNER (HOOKED UNDER ROOF JOIST OR TRUSS TOP CHORD). 11.ATTACH STEEL BEAMS TO WOOD POSTS PER BEAM POCKET IN WOOD WALL DETAIL 12. ALL HARDWARE SHOWN ON PLANS TO BE AS SPECIFIED OR EQUIVALENT OPENINGS ON BEARING WALLS UNLESS OTHERWISE NOTED 2X4 WALL 2X6 WALL SPAN <5-0" (1) TRIMMER AND (2) KING STUDS (1) TRIMMER AND (1) KING STUD SPAN 5'-1" - 10'-0" (2) TRIMMERS AND (3) KING STUDS (2) TRIMMERS AND (2) KING STUDS SPAN 10'-1" - 18'-0" SEE PLAN (2) TRIMMERS AND (3) KING STUDS FOR WALLS TALLER THAN 10', SEE PLAN )f THIO( X 10" X 10" AM STEEL PLATE W/ (4) )¢"0 THRU-BOLTS 1"1 A36 THREADED 1'0 A36 THREADED )f X 4" X e A36 PLA Yin THICK X8"X8"A36 STEEL PLATE W/ (4) )4"®J 2x10 PRESSURE TREATED LEDGER ATTACHED TO LVL RIM BOARD W/ (3) Y" X 5" SDS SCREWS OR (3) Y" X 5" LEDGERLOK SCREWS 0 16" D.C. 1/2" SHEATHING, SEE PLAN. EXTEND EXTERIOR SHEATHING TO CENTER OF RIM OR PROVIDE VERT. CS16 STRAPS PER PLAN NOTE 2X4 HORIZONTAL BLOCKS TOP & BOTTOM 0 48" O.C. 11;11fa'1 LVL RIM BOARD SHEATHING, SEE PLAN. EXTEND EXTERIOR SHEATHING TO CENTER OF RIM OR PROVIDE VERT. CS16 STRAPS PER PLAN NOTE 2X4 HORIZONTAL BLOCKS TOP & BOTTOM 0 48" O.C. ATi�CiIT,�:IIL1;1 O 2X10 LEDGER ATTACHED TO LVL RIM W/ (3) Y4" X 5" SDS SCREWS OR (3) Y4" X 5" LEDGERLOK SCREWS 0 16" O.C. 2 -PLY LVL RIM FULL LENGTH OF cam• Of "(PI" heat —d, e �1wn e�[vunFeu� APPROVED I m r.,uu 1"arflellartita, Mike Theisen 05/06/2021 1y�v�; 711x. �sleM�ar #lewrslien awAcri..e s�r9�,id�lFR.�hx�aitwa'.�Pw3�►5�w�1'+F •�re�»aw+h "q,pj'i�"enwWre�`eVa4�is,�m4.p+dal'A�R giana w.se" cam eru@an,talrFre�: oFUe SFR 1MN��i wra,a (2) 2X10 0 2 -PLY LVL RIM ALONG FULL LENGTH OF WALL CS16 FLOOR TIE STRAPS LAP UPPER LEVEL WALL SHEATHING TO CENTER OF RIM OR WALL DBL TOP PL BELOW OR INSTALL VERTICAL CS16X36" STRAPS AT 32" O.C. (CENTERED ON RIM). LAP LOWER AND MAIN LEVEL WALL SHEATHING TO CENTER OF RIM OR ONTO SILL PLATE BELOW OR INSTALL VERTICAL CS16X24" STRAPS AT 32" O.C. (CENTERED ON WALL BOTT. PLATE). AT SW -1 WALLS. CS16 STRAPS NOT NEEDED IF SHEATHING IS BROKE AT CENTER OF WALL BOTT. PLATE. AT DBL SIDED SHEAR WALLS, EXTERIOR SHEATHING MUST LAP TO LOWER RIM OR WALL/SILL PLATE AS DESCRIBED ABOVE (CS16 STRAP RETROFIT NOT ALLOWED). DBL PORTAL FRAME, (4) 1 Y4" X 14" LVL FRAME A DBL 2X4 11 HEADER, 2 IN EACH WALL THIS WALL LINE IT WALL / /(2)1%" X 91 LVL (3) 2X8 GIRDER TRUSS GIRDER TRUSS P3 -E ry GIRDER TRUSS W ,3 J �OrJ 1 mx J 0 1 x 7 ry 0 0g�i^ M LL m x W �J w g I L 0:�z o AFL �6 Ic Q W LL _j IJ m 1 0 J all " 1 m2 1 J LL m_ N J 1 N J 1 = 1 � r I (2) 2XVS III Niel - - 2X8 0 16" D.C: i,. GIRDER TRUSS (2)!1 3/4-' X 11 7/8' -LVL \ I I(2) p; In RAISED PLA 2 -PLY LVL RIM ALONG FULL LENGTH OF WALL NOTE: ALL BEARING WALL STUDS SHALL BE 16" O.C. MAX 0 t f m= x0 O LL (2) 2XVS REV1510N5 DATE: # DESCRIPTION: BY: --- --- -- DBL PORTAL FRAME, (4) 1 X 14" LVL FRAME A DBL 2X4 11 HEADER, 2 IN EACH WALL THIS WALL LINE p WALL / GIRDER TRUSS GIRDER TRUSS (3) 2X8 I I I IIS @ 16" O.C. W/ LUS 8 1 04X I I 1 Pi -1 P2 -E SECOND LEVEL FLOOR FRAMING PLAN rn NN of W healR. co 0 G/jdn9 [05 c 2 -PLY LVL RIM ALONG FULL LENGTH OF WALL 2X10 LEDGER ATTACHED TO LVL RIM W/ (3) Y4 X 5" SDS SCREWS OR (3) Y4 X 5" LEDGERLOK SCREWS 0 16" O.C. 3/9/2021 cp C O uj S2 W Q U) 0 ry 0 zo 0 W 0 L 0:�z o Q CD 0 Q W 0 all S2 OPENINGS ON BEARING WALLS UNLESS OTHERWISE NOTED 2X4 WALL 2X6 WALL SPAN <5'-D" (1) TRIMMER AND (2) KING STUDS (1) TRIMMER AND (1) KING STUD SPAN 5'-1" - 10'-0" (2) TRIMMERS AND (3) KING STUDS Q (2) TRIMMERS AND (2) KING STUDS SPAN 10'-1" - 18'-D" SEE PLAN (2) TRIMMERS AND (3) KING STUDS FOR WALLS TALLER THAN 10', SEE PLAN TRUSS LAYOUT AND CALCULATIONS TO BE SUBMITTED TO YORK ENGINEERING FOR RENEW PRIOR TO CONSTRUCTION. UNLESS NOTED OTHERWISE, USE SIMPSON H2.5T OR EQUIVELANT TIES EACH END OR EACH TRUSS/JOIST, SEE ROOF TRUSS AT WOOD WALL DETAIL AT GIRDERS, INSTALL TIES EACH PER PLAN HEADER TO TRIMMER/KING STUD CONNECTION -NAIL HEADER TO KING STUDS WITH (6) 16d EACH END U.N.O, SEE PLAN. -FOR HEADERS GREATER THAN 6' LONG, USE (2) LCE CUPS OR PCZ OR BC POST CAP EACH END OF HEADER TO TRIMMER CONN., OR USE CS16 STRAPS EACH SIDE OF HEADER TO TRIMMERS, SEE HEADER TO TRIMMER CONNECTION DETAIL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL FOLLOW ALL STANDARD BUILDING CODES, PRACTICES, AND REQUIREMENTS AS LISTED IN THE IRC. CONTRACTOR TO VERIFY ALL DIMENSIONS, SPANS, & CONDITIONS AND NOTIFY ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES PRIOR TO CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE MORE STRINGENT SPECIFICATION SHALL BE FOLLOWED. DIMENSIONS SHOWN ARE BASED ON ARCHITECTURAL DRAWINGS PROVIDED TO YORK ENGINEERING. IF DISCREPANCIES EXIST, DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE FOLLOWED. CONTRACTOR SHALL ASSURE THAT ALL MATERIALS ARE USED PER MANUFACTURER RECOMMENDATIONS. 1. STAGGER ROOF AND FLOOR SHEATHING JOINTS, SEE ROOF SHEATHING LAYOUT DETAIL 2. INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/JOISTS U.N.O., SEE PLAN. SHEATHING INSTALLED WITH LONG DIMENSION PARALLEL TO JOISTS/TRUSSES SHALL BE 5 PLY PLYWOOD CONFORMING TO APA STANDARD PS -1. 3. NAILS SHALL BE J¢" MIN FROM SHEATHING EDGE 4. ALL FLOOR AND ROOF SHEATHING PIECES SHALL BE 48" X 48" MIN. 5. PROVIDE EDGE NAILING AT ALL SUPPORTED AND BLOCKED PANEL EDGES AND PER DETAILS. WALL SHEATHING: 7/16" APA RATED 24/16 MIN. U.N.O., SEE PLAN. ALL EXTERIOR WALLS AND VERTICAL SURFACES SHALL BE SHEATHED WITH SHEATHING MANUFACTURED WITH EXTERIOR GLUE. SEE PLANS AND SHEAR WALL SCHEDULE FOR NAILING REQUIREMENTS. WALL SHEETING MAY HAVE UP TO 4' ROUND HOLES SPACED MIN 12" APART. ROOF SHEATHING: 7/16" APA RATED 24/16 MIN. WITH 8d NAILS AT 6" O.C. EDGE NAILING AND 12" O.C. FIELD NAILING FOR ROOF SNOW LOAD LESS THAN OR EQUAL TO 40 PSF. FOR ROOF SNOW LOAD GREATER THAN 40 PSF USE 5/8" APA RATED 40/20 MIN. WITH 10d NAILS AT 6" O.C. EDGE NAILING AND 12" O.C. FIELD NAILING U.N.O, SEE PLAN. FLOOR SHEATHING: 3/4" T&G APA RATED 40/20 MIN. (48/24 WHEN FLOOR TRUSSES/JOISTS ARE AT 24" O.C.) WITH 8d NAILS AT 6° D.C. EDGE NAILING AND 12" O.C. FIELD NAILING U.N.O., SEE PLAN. GLUE SHEATHING TO JOISTS/TRUSSES WITH ADHESIVE CONFORMING TO APA SPECIFICATIONS FRAMING NOTES 1. SILL PLATE J -BOLTS SHALL HAVE A 1" STANDARD WASHER AT EACH BOLT. IF SLOTTED WASHER IS USED, ADD CUT WASHER. 2. ALL FOUNDATION HOLDOWN STRAPS/ANCHORS SHALL BE ALIGNED WITH END OF SHEAR WALL AND/OR INTER LEVEL STRAP ABOVE (WHERE OCCURS) AND SHALL ATTACH TO FULL HEIGHT KING STUDS U.N.O., SEE PLAN. PROVIDE WOOD POST AT EACH HOLDOWN PER THE HOLDOWN SCHEDULE. 3. STRAPS CALLED OUT ON FLOOR AND FLOOR FRAMING PLANS ARE VERTICAL INTER LEVEL STRAPS AND SHALL BE CENTERED ON RIM BOARD AND ALIGNED WITH END OF SHEAR WALL ABOVE AND ATTACHED TO FULL HEIGHT KING STUDS UNLESS NOTED OR SHOWN OTHERWISE, SEE PLANS. 4. WALL DBL TOP PLATES SHALL BE 2X MIN. AND SHALL LAP 36" AT ALL SPLICES WITH (12) 16d NAILS STAGGERED EACH SIDE OF SPLICE U.N.O, SEE PLAN. WHERE PLATES DO NOT LAP, PROVIDE CS16X32" STRAP TO SPLICE PLATES, ALIGN WALL STUD WITH PLATE JOINTS 5. PROVIDE DBL CANTILEVER FLOOR JOISTS BELOW (2) PLY (OR MORE) TRIMMERS/POSTS AND WHERE SHEAR WALL HOLDOWH STRAPS ARE INDICATED. 6. ATTACH (2) PLY HEADERS TOGETHER WITH (3) 16d AT 12" O.C. [(2) 16d OK FOR 2X6 HEADERS1 USE (3) 16d AT 12" O.C. EACH SIDE FOR (3) PLY HEADERS, USE (4) 16d AT (2) AND (3) PLY HEADERS WHEN HEADER HEIGHT IS GREATER THAN 11°. ATTACH (4) PLY HEADERS TOGETHER WITH (2) %' THROUGH BOLTS AT 16' D.C. OR (2) SDS 1/4" X 6" SCREWS AT 16" O.C. EACH SIDE OF HEADER U.N.O., SEE PLAN. 7. SEE BEARING WALL CONSTRUCTION TABLE FOR WALL FRAMING REQUIREMENTS. & NAIL STUDS OF INTERSECTING WALLS W/16d NAILS 0 6" O.C. 9. EDGE NAIL SHEATHING TO ALL DRAG MEMBERS. 10. WHEN CHIMNEY IS SUPPORTED BY ROOF/FLOOR FRAMING, TRUSS/JOIST MFR TO DESIGN TRUSSES/JOISTS TO SUPPORT CHIMNEY WEIGHT INCLUDING VENEER WHERE OCCURS CHIMNEYS CANTILEVERING MORE THAN 4' ABOVE ROOF SHALL BE FRAMED WITH 2X6 012" O.C., USE LSL 2X6 012" O.C. FOR CHIMNEYS EXTENDING MORE THAN 8' ABOVE THE ROOF. CHIMNEYS EXTENDING MORE THAN 10' ABOVE THE ROOF SHALL BE LATERALLY BRACED (WITHIN 4' OF CHIMNEY TOP) TO THE ROOF FRAMING WITH CABLES OR RODS ANCHORED TO RESIST SEISMIC AND WIND LOADS. CHIMNEYS THAT EXTEND MORE THAN 6' ABOVE THE ROOF AND ARE SUPPORTED BY ROOF FRAMING (FRAMING DOES NOT EXTEND CONTINUOUS THROUGH ROOF) SHALL HAVE A MSTC48B3 ANCHOR AT EACH CORNER (HOOKED UNDER ROOF JOIST OR TRUSS TOP CHORD). 11.ATTACH STEEL BEAMS TO WOOD POSTS PER BEAM POCKET IN WOOD WALL DETAIL 12. ALL HARDWARE SHOWN ON PLANS TO BE AS SPECIFIED OR EQUIVALENT LAP UPPER LEVEL WALL SHEATHING TO CENTER OF RIM OR WALL DBL TOP PL BELOW OR INSTALL VERTICAL CS16X36" STRAPS AT 32" O.C. (CENTERED ON RIM). LAP LOWER AND MAIN LEVEL WALL SHEATHING TO CENTER OF RIM OR ONTO SILL PLATE BELOW OR INSTALL VERTICAL CS16X24" STRAPS AT 32" O.C. (CENTERED ON WALL BOTT. PLATE). AT SW -1 WALLS, CS16 STRAPS NOT NEEDED IF SHEATHING IS BROKE AT CENTER OF WALL BOTT. PLATE. AT DBL SIDED SHEAR WALLS, EXTERIOR SHEATHING MUST LAP TO LOWER RIM OR WALL/SILL PLATE AS DESCRIBED ABOVE (CS16 STRAP RETROFIT NOT ALLOWED). REVISIONS DATE: # DESCRIPTION: BY: P3 -E Pi -1 P2 -E THIRD LEVEL FLOOR FRAMING PLAN SCALE: 1/4" =1'-0" of W hear. O 3/9/2021 0 W U Q U) 0 O z0 0 W 0 Ld0 n, -z 6) Q CD 0 Q W 0 Q OPENINGS ON BEARING WALLS UNLESS OTHERWISE NOTED (2) 1 2X4 WALL LVL 2X6 WALL SPAN <5'-0" (1) TRIMMER AND (2) KING STUDS X 7Y4' (1) TRIMMER AND (1) KING STUD SPAN 5'-1" - 10'-0" (2) TRIMMERS AND (3) KING STUDS Q (2) TRIMMERS AND (2) KING STUDS SPAN 10'-1" - 18'-0" SEE PLAN TY4" LV (2) TRIMMERS AND (3) KING STUDS FOR WALLS TALLER THAN 10', SEE PLAN V / PREBABRICATED ENGINEERED TRUSSES TRUSS LAYOUT AND CALCULATIONS TO BE SUBMITTED TO YORK ENGINEERING FOR RENEW PRIOR TO CONSTRUCTION. UNLESS NOTED OTHERWISE, USE SIMPSON H25T OR EQUIVELANT TIES EACH END OR EACH TRUSS/JOIST, SEE ROOF TRUSS AT WOOD WALL DETAIL AT GIRDERS, INSTALL TIES EACH PER PLAN -NAIL HEADER TO KING STUDS WITH (6) 16d EACH END U.N.O, SEE PLAN. -FOR HEADERS GREATER THAN 6' LONG, USE (2) LCE CLIPS OR PCZ OR BC POST CAP EACH END OF HEADER TO TRIMMER CONN., OR USE CS16 STRAPS EACH SIDE OF HEADER TO TRIMMERS, SEE HEADER TO TRIMMER CONNECTION DETAIL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL FOLLOW ALL STANDARD BUILDING CODES, PRACTICES, AND REQUIREMENTS AS LISTED IN THE IRC. CONTRACTOR TO VERIFY ALL DIMENSIONS, SPANS, & CONDITIONS AND NOTIFY ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES PRIOR TO CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE MORE STRINGENT SPECIFICATION SHALL BE FOLLOWED. DIMENSIONS SHOWN ARE BASED ON ARCHITECTURAL DRAWINGS PROVIDED TO YORK ENGINEERING. IF DISCREPANCIES EXIST, DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE FOLLOWED. CONTRACTOR SHALL ASSURE THAT ALL MATERIALS ARE USED PER MANUFACTURER RECOMMENDATIONS. SHEATHING NOTES 1. STAGGER ROOF AND FLOOR SHEATHING JOINTS, SEE ROOF SHEATHING LAYOUT DETAIL 2. INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/JOISTS U.N.O., SEE PLAN. SHEATHING INSTALLED WITH LONG DIMENSION PARALLEL TO JOISTS/TRUSSES SHALL BE 5 PLY PLYWOOD CONFORMING TO APA STANDARD PS -1. 3. NAILS SHALL BE %A MIN FROM SHEATHING EDGE. 4. ALL FLOOR AND ROOF SHEATHING PIECES SHALL BE 48" X 48" MIN. 5. PROVIDE EDGE NAILING AT ALL SUPPORTED AND BLOCKED PANEL EDGES AND PER DETAILS. WALL SHEATHING: 7/16" APA RATED 24/16 MIN. U.N.O., SEE PLAN. ALL EXTERIOR WALLS AND VERTICAL SURFACES SHALL BE SHEATHED WITH SHEATHING MANUFACTURED WITH EXTERIOR GLUE SEE PLANS AND SHEAR WALL SCHEDULE FOR NAIUNG REQUIREMENTS. WALL SHEETING MAY HAVE UP TO 4" ROUND HOLES SPACED MIN 12" APART. ROOF SHEATHING: 7/16" APA RATED 24/16 MIN. WITH Bd NAILS AT 6" O.C. EDGE NAILING AND 12" O.C. FIELD NAILING FOR ROOF SNOW LOAD LESS THAN OR EQUAL TO 40 PSF. FOR ROOF SNOW LOAD GREATER THAN 40 PSF USE 5/8" APA RATED 40/20 MIN. WITH 10d NAILS AT 6" O.C. EDGE NAILING AND 12" O.C. FIELD NAILING U.N.O, SEE PLAN. FLOOR SHEATHING: 3/4" T&G APA RATED 40/20 MIN. (48/24 WHEN FLOOR TRUSSES/JOISTS ARE AT 24" O.C.) WITH 8d NAILS AT 6" O.C. EDGE NAILING AND 12" O.C. FIELD NAILING U.N.O., SEE PLAN. CLUE SHEATHING TO JOISTS/TRUSSES WITH ADHESIVE CONFORMING TO APA SPECIFICATIONS 1. SILL PLATE J -BOLTS SHALL HAVE A 1" STANDARD WASHER AT EACH BOLT. IF SLOTTED WASHER IS USED, ADD CUT WASHER. 2 ALL FOUNDATION HOLDOWN STRAPS/ANCHORS SHALL BE ALIGNED WITH END OF SHEAR WALL AND/OR INTER LEVEL STRAP ABOVE (WHERE OCCURS) AND SHALL ATTACH TO FULL HEIGHT KING STUDS U.N.O., SEE PLAN. PROVIDE WOOD POST AT EACH HOLDOWN PER THE HOLDOWN SCHEDULE. 3. STRAPS CALLED OUT ON FLOOR AND FLOOR FRAMING PLANS ARE VERTICAL INTER LEVEL STRAPS AND SHALL BE CENTERED ON RIM BOARD AND ALIGNED WITH END OF SHEAR WALL ABOVE AND ATTACHED TO FULL HEIGHT KING STUDS UNLESS NOTED OR SHOWN OTHERWISE SEE PLANS. 4. WALL DBL TOP PLATES SHALL BE 2X MIN. AND SHALL LAP 36" AT ALL SPLICES WITH (12) 16d NAILS STAGGERED EACH SIDE OF SPLICE U.N.O, SEE PLAN. WHERE PLATES DO NOT LAP, PROVIDE CS16X32" STRAP TO SPLICE PLATES ALIGN WALL STUD WITH PLATE JOINTS 5. PROVIDE DBL CANTILEVER FLOOR JOISTS BELOW (2) PLY (OR MORE) TRIMMERS/POSTS AND WHERE SHEAR WALL HOLDOWN STRAPS ARE INDICATED. 6. ATTACH (2) PLY HEADERS TOGETHER WITH (3) 16d AT 12" O.C. [(2) 16d OK FOR 2X6 HEADERS USE (3) 16d AT 12" O.C. EACH SIDE FOR (3) PLY HEADERS, USE (4) 16d AT (2) AND (3) PLY HEADERS WHEN HEADER HEIGHT IS GREATER THAN 11'. ATTACH (4) PLY HEADERS TOGETHER WITH (2) N' THROUGH BOLTS AT 16" O.C. OR (2) SDS 1/4" X 6" SCREWS AT 16" O.C. EACH SIDE OF HEADER U.N.O., SEE PLAN. 7. SEE BEARING WALL CONSTRUCTION TABLE FOR WALL FRAMING REQUIREMENTS. 8, NAIL STUDS OF INTERSECTING WALLS W/16d NAILS 0 6" O.C. 9. EDGE NAIL SHEATHING TO ALL DRAG MEMBERS. 10. WHEN CHIMNEY IS SUPPORTED BY ROOF/FLOOR FRAMING, TRUSS/JOIST MFR TO DESIGN TRUSSES/JOISTS TO SUPPORT CHIMNEY WEIGHT INCLUDING VENEER WHERE OCCURS CHIMNEYS CANTILEVERING MORE THAN 4' ABOVE ROOF SHALL BE FRAMED PATH 2X6 012" O.C., USE LSL 2X6 012" O.C. FOR CHIMNEYS EXTENDING MORE THAN 6 ABOVE THE ROOF. CHIMNEYS EXTENDING MORE THAN 10' ABOVE THE ROOF SHALL BE LATERALLY BRACED (WITHIN 4' OF CHIMNEY TOP) TO THE ROOF FRAMING WITH CABLES OR RODS ANCHORED TO RESIST SEISMIC AND WIND LOADS. CHIMNEYS THAT EXTEND MORE THAN 6' ABOVE THE ROOF AND ARE SUPPORTED BY ROOF FRAMING (FRAMING DOES NOT EXTEND CONTINUOUS THROUGH ROOF) SHALL HAVE A MSTC48133 ANCHOR AT EACH CORNER (HOOKED UNDER ROOF JOIST OR TRUSS TOP CHORD). 11.ATTACH STEEL BEAMS TO WOOD POSTS PER BEAM POCKET IN WOOD WALL DETAIL 12. ALL HARDWARE SHOWN ON PLANS TO BE AS SPECIFIED OR EQUIVALENT CS16 FLOOR TIE STRAPS LAP UPPER LEVEL WALL SHEATHING TO CENTER OF RIM OR WALL DBL TOP PL BELOW OR INSTALL VERTICAL CS16X36" STRAPS AT 32" O.C. (CENTERED ON RIM). LAP LOWER AND MAIN LEVEL WALL SHEATHING TO CENTER OF RIM OR ONTO SILL PLATE BELOW OR INSTALL VERTICAL CS16X24" STRAPS AT 32" O.C. (CENTERED ON WALL BOTT. PLATE). AT SW -1 WALLS, CS16 STRAPS NOT NEEDED IF SHEATHING IS BROKE AT CENTER OF WALL BOTT. PLATE. AT DBL SIDED SHEAR WALLS, EXTERIOR SHEATHING MUST LAP TO LOWER RIM OR WALL/SILL PLATE AS DESCRIBED ABOVE (CS16 STRAP RETROFIT NOT ALLOWED). REVISIONS DATE: # DESCRIPTION: BY: P 3 — E P1 ROOF FRAMING PLAN SCALE: 1/4" =1'-0" P2—E Imm LRS N1 heat `o Q: Vco G�arn9 pis0 c 3/9/2021 .N a } m Q N V1 o v � o C m l!1 o m L � VI � a -- o a o mm J o �o� u m �m `m c ms�ml� 0 Lu 0 (2) 1 /4"X71/' LVL (2) f/4" X 7Y4' LVL Q 5 D TYP 2) 1%" TY4" LV U) V / (2 2X6'S O zo (2) 19/4" _ _ X 7Y4" L _ L 0 N coLE X N NI 0 �z o Q CD 0 Q W CD I I — T1 � I X N N 0 Q FL ---- ---- L (2) 1 LVL OE NAIL OP PLA 6d NAIL .C. (TYF HEAR W TRUSS S W/ 0 12" AT GYF LLS) 0 (2) 13/4' x I N `" 4' X 7Y4 X E 1/2" LVI. -------- --- ---FL Iry (2)13/ "X91/ "LVL () 2 TYP )2,(6 -SD ( P 3 — E P1 ROOF FRAMING PLAN SCALE: 1/4" =1'-0" P2—E Imm LRS N1 heat `o Q: Vco G�arn9 pis0 c 3/9/2021 .N a } m Q N V1 o v � o C m l!1 o m L � VI � a -- o a o mm J o �o� u m �m `m c ms�ml� 0 Lu 0 LLJU Q U) V / W O zo 0 W 0 0 �z o Q CD 0 Q W 0 Q REVISIONS DATE: # DESCRIPTION: BY: .N a a NOTE: MAX 4" HOLES IN SHEAR WALLS }_ ALLOWED Q N V1 0 v s o C � m l!1 o ¢ m W heat T L o o U� rna� - Lim a —_ DBL PORTAL FRAME, DBL PORTAL FRAME, FRAME A DBL 2X4 FRAME A DBL 2X4 11 el, 5\\I\ o`° o`° WALL THIS WALL LINE p o.° °.° Jy Jy o`° 01� WALL THIS WALL LINE p o`° o`' ` o - - u m u SW -2 D D D D 0i 0i Emm Lu i 3 N C�A C7 C7 W U Ll Q �� o SW -2 W of J sOG SODS bOGs sOGS SW -2 z O O SW -2 �11 J� �0� J� �0� W L `b �1}� CD SW -2 PORTAL FRAME Z Of Q >D 0 _ O Q P3 -E P1- P2 -E LOWER FLOOR SHEAR WALL PLAN°PP�� `��F" z S 5 3/9/2021 ,�� S/OVAL EN SHEAR WALL NOTES ALL EXTERIOR WALLS AND VERTICAL SURFACES SHALL BE SHEATHED PER TYPICAL SHEAR WALL REQUIREMENTS MIN. U.N.O., WITH SHEATHING MANUFACTURED WITH EXTERIOR GLUE. SHEATHING SHALL BE APA RATED 24/16 MIN., NAILS SHALL BE SPACED 1/2" MIN. FROM PANEL EDGE AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. BLOCK AND EDGE NAIL ALL HORIZONTAL SHEATHING JOINTS. SHEAR WALL SCHEDULE NAIL/SCREW SPACING TYPE SHEATHING NAIL/SCREW EDGE FIELD STAPLE EQ. BDTT, PL TO RIM ATTACHMENT RIM/BLOCK T❑ PL ATTACHMENT SIZE BELOW DBL SIDED SHEAR WALLS TYPICAL 7/16' ONE SIDE2 8d 6' D.C. 12' D.C. 16G @ 3' D.C. 16d @ 6' O.C. LTP4 OR A35 @ 16' D.C. SW -14.10 7/16' ONE SIDE2 8d 4' ❑.C.2 12' O.C. 16G @ 2' D.C. 16d @ 6' D.C. LTP4 DR A35 @ 16' D.C. SW -210 7/16' ONE SIDE2 8d 3' ❑.C.2 12' O.C. NOT ALLOWED 4' SDS SCREWS @ 8' ❑,C,7•8 LTP4 OR A35 @ 12' D.C. SW -33.10 7/16' ONE SIDE2 8d 2' D,C,2 12' D.C. NOT ALLOWED 4' SDS SCREWS @ 8' D,C,-7 7•8 LTP4 DR A35 @ 9' D.C. Na, 6 TYPE S GYP 1/2' ONE SIDE OR W 1�4' 4' D.C. 12' D.C. NOT ALLOWED 16d @ 6' D.C. N/A LONG NOTES: 1. 16 GAGE X 1-1/2" STAPLES MAY BE SUBSTITUTED FOR Sd NAILS AT 1/2 SPACING ON TYPICAL AND SW -1 WALLS. 2. WHERE SHEAR WALLS ARE INDICATED ON PLANS AT BOTH SIDES OF WALL, PROVIDE SHEATHING BOTH SIDES OF WALL (DBL SIDED SHEAR WALL) AND STAGGER EDGE NAILS. 3. PROVIDE 3X OR DBL 2X MEMBERS AT ADJOINING PANEL EDGES AT SW -3 AND LAP SHEATHING 1 1/4" MIN. ONTO FRAMING MEMBERS AT PANEL EDGES. 4. AT TYPICAL AND SW -1 WALLS, LAP SHEATHING 3/4" ONTO FRAMING MEMBERS AT PANEL EDGES. 5. LAP SHEATHING 1 1/4" MIN. ONTO SILL PLATES ON FOUNDATIONS. 6. NAILS TO BE COMMON OR GALVANIZED BOX. 7. AT SINGLE SIDED SHEAR WALLS WHERE SHEATHING IS LAPPED TO CENTER OF RIM, WALL TOP PL OR TO SILL PLATE BELOW, 1 6d ®6" O.C. MAY BE USED FOR WALL BOTTOM PLATE TO RIM ATTACHMENT. 8. USE 5" SCREWS FOR WALL PLATE TO RIM ATTACHMENT IF FLOOR SHEATHING IS GREATER THAN 3/4" THICK. 9. EDGE NAIL SHEATHING TO POSTS AT HOEDOWNS WITH (2) ROWS EDGE NAILING. REVISIONS DATE: # DESCRIPTION: BY: .N a a NOTE: MAX 4" HOLES IN SHEAR WALLS }_ ALLOWED Q N V1 0 v s o C � m l!1 o ¢ m W heat T L o o U� rna� - Lim a —_ DBL PORTAL FRAME, DBL PORTAL FRAME, FRAME A DBL 2X4 FRAME A DBL 2X4 11 el, 5\\I\ o`° o`° WALL THIS WALL LINE p o.° °.° Jy Jy o`° 01� WALL THIS WALL LINE p o`° o`' ` o - - u m u SW -2 D D D D 0i 0i Emm Lu i 3 N C�A C7 C7 W U Ll Q �� o SW -2 W of J sOG SODS bOGs sOGS SW -2 z O O SW -2 �11 J� �0� J� �0� W L `b �1}� CD SW -2 PORTAL FRAME Z Of Q >D 0 _ O Q P3 -E P1- P2 -E LOWER FLOOR SHEAR WALL PLAN°PP�� `��F" z S 5 3/9/2021 ,�� S/OVAL EN SHEAR WALL NOTES ALL EXTERIOR WALLS AND VERTICAL SURFACES SHALL BE SHEATHED PER TYPICAL SHEAR WALL REQUIREMENTS MIN. U.N.O., WITH SHEATHING MANUFACTURED WITH EXTERIOR GLUE. SHEATHING SHALL BE APA RATED 24/16 MIN., NAILS SHALL BE SPACED 1/2" MIN. FROM PANEL EDGE AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. BLOCK AND EDGE NAIL ALL HORIZONTAL SHEATHING JOINTS. SHEAR WALL SCHEDULE NAIL/SCREW SPACING TYPE SHEATHING NAIL/SCREW EDGE FIELD STAPLE EQ. BDTT, PL TO RIM ATTACHMENT RIM/BLOCK T❑ PL ATTACHMENT SIZE BELOW DBL SIDED SHEAR WALLS TYPICAL 7/16' ONE SIDE2 8d 6' D.C. 12' D.C. 16G @ 3' D.C. 16d @ 6' O.C. LTP4 OR A35 @ 16' D.C. SW -14.10 7/16' ONE SIDE2 8d 4' ❑.C.2 12' O.C. 16G @ 2' D.C. 16d @ 6' D.C. LTP4 DR A35 @ 16' D.C. SW -210 7/16' ONE SIDE2 8d 3' ❑.C.2 12' O.C. NOT ALLOWED 4' SDS SCREWS @ 8' ❑,C,7•8 LTP4 OR A35 @ 12' D.C. SW -33.10 7/16' ONE SIDE2 8d 2' D,C,2 12' D.C. NOT ALLOWED 4' SDS SCREWS @ 8' D,C,-7 7•8 LTP4 DR A35 @ 9' D.C. Na, 6 TYPE S GYP 1/2' ONE SIDE OR W 1�4' 4' D.C. 12' D.C. NOT ALLOWED 16d @ 6' D.C. N/A LONG NOTES: 1. 16 GAGE X 1-1/2" STAPLES MAY BE SUBSTITUTED FOR Sd NAILS AT 1/2 SPACING ON TYPICAL AND SW -1 WALLS. 2. WHERE SHEAR WALLS ARE INDICATED ON PLANS AT BOTH SIDES OF WALL, PROVIDE SHEATHING BOTH SIDES OF WALL (DBL SIDED SHEAR WALL) AND STAGGER EDGE NAILS. 3. PROVIDE 3X OR DBL 2X MEMBERS AT ADJOINING PANEL EDGES AT SW -3 AND LAP SHEATHING 1 1/4" MIN. ONTO FRAMING MEMBERS AT PANEL EDGES. 4. AT TYPICAL AND SW -1 WALLS, LAP SHEATHING 3/4" ONTO FRAMING MEMBERS AT PANEL EDGES. 5. LAP SHEATHING 1 1/4" MIN. ONTO SILL PLATES ON FOUNDATIONS. 6. NAILS TO BE COMMON OR GALVANIZED BOX. 7. AT SINGLE SIDED SHEAR WALLS WHERE SHEATHING IS LAPPED TO CENTER OF RIM, WALL TOP PL OR TO SILL PLATE BELOW, 1 REVISIONS DATE: # DESCRIPTION: BY: m r w �} NOTE: MAX 4" HOLES IN SHEAR WALLS - ALLOWED a to o v o c m in m of m L I r� �fJ heat O M1 U� -tom m a O u o c �o� } m � m fjJT� lip IrSW-1 SW-1 SSW-1 SW-1 SW-1 SW-1 N cp 0i 0i C cp Lu 3 N I 3 N C�7 C�7 � U' W y O 3 N �/ / LLJ Of O w0 U sw—� sw—1 �,ST sw—1 �,ST� sW� Z 0 Q ~ 0 0 w sw—z s�� 0 Q P3-E P1-1 P2-E MAAINl'-O" SHEAR WALL PLAN y� oPppO LIEF SSG �: S6 ^�'•� 3/9/2021 ; �� NAL SHEAR WALL NOTES ALL EXTERIOR WALLS AND VERTICAL SURFACES SHALL BE SHEATHED PER TYPICAL SHEAR WALL REQUIREMENTS MIN. U.N.O., WITH SHEATHING MANUFACTURED WITH EXTERIOR GLUE. SHEATHING SHALL BE APA RATED 24/16 MIN., NAILS SHALL BE SPACED 1/2" MIN. FROM PANEL EDGE AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. BLOCK AND EDGE NAIL ALL HORIZONTAL SHEATHING JOINTS. SHEAR WALL SCHEDULE NAIL/SCREW SPACING TYPE SHEATHING NAIL/SCREW EDGE FIELD STAPLE EQ. HDTT, PL TO RIM ATTACHMENT RIM/BLOCK TO PL ATTACHMENT SIZE BELOW DBL SIDED SHEAR WALLS TYPICAL4 7/16' ONE SIDE2 8d 6' D.C. 12' D.C. 16G @ 3' D.C. 16d @ 6' D.C. LTP4 DR A35 @ 16' D.C. SW-14.10 7/16' ONE SIDE2 8d 4' ❑.C.2 12' O.C. 16G @ 2' D.C. 16d @ 6' D.C. LTP4 DR A35 @ 16' D.C. SW-210 7/16' ONE SIDE2 8d 3' ❑.C.2 12' O.C. NOT ALLOWED 4' SDS SCREWS @ 8' ❑,C,7•8 LTP4 OR A35 @ 12' D.C. SW-33.10 7/16' ONE SIDE2 8d 2' ❑.C.2 12' O.C. NDT ALLOWED 4' SDS SCREWS @ B' ❑,C,7•8 LTP4 OR A35 @ 9' D.C. No, 6 TYPE S GYP 1/2' ONE SIDE DR W IYi 4' D.C. 12' D.C. NOT ALLOWED 16d @ 6' D.C. N/A LONG NOTES: 1.16 GAGE X 1-1/2" STAPLES MAY BE SUBSTITUTED FOR 8d NAILS AT 1/2 SPACING ON TYPICAL AND SW-1 WALLS. 2. WHERE SHEAR WALLS ARE INDICATED ON PLANS AT BOTH SIDES OF WALL, PROVIDE SHEATHING BOTH SIDES OF WALL (DBL SIDED SHEAR WALL) AND STAGGER EDGE NAILS. 3. PROVIDE 3X OR DBL 2X MEMBERS AT ADJOINING PANEL EDGES AT SW-3 AND LAP SHEATHING 1 1/4" MIN. ONTO FRAMING MEMBERS AT PANEL EDGES. 4. AT TYPICAL AND SW-1 WALLS, LAP SHEATHING 3/4" ONTO FRAMING MEMBERS AT PANEL EDGES. 5. LAP SHEATHING 1 1/4" MIN. ONTO SILL PLATES ON FOUNDATIONS. 6. NAILS TO BE COMMON OR GALVANIZED BOX. 7. AT SINGLE SIDED SHEAR WALLS WHERE SHEATHING IS LAPPED TO CENTER OF RIM, WALL TOP PL OR TO SILL PLATE BELOW, 1 6d ®6" O.C. MAY BE USED FOR WALL BOTTOM PLATE TO RIM ATTACHMENT. 8. USE 5" SCREWS FOR WALL PLATE TO RIM ATTACHMENT IF FLOOR SHEATHING IS GREATER THAN 3/4" THICK. 9. EDGE NAIL SHEATHING TO POSTS AT HOEDOWNS WITH (2) ROWS EDGE NAILING. REVISIONS DATE: # DESCRIPTION: BY: m r w �} NOTE: MAX 4" HOLES IN SHEAR WALLS - ALLOWED a to o v o c m in m of m L I r� �fJ heat O M1 U� -tom m a O u o c �o� } m � m fjJT� lip IrSW-1 SW-1 SSW-1 SW-1 SW-1 SW-1 N cp 0i 0i C cp Lu 3 N I 3 N C�7 C�7 � U' W y O 3 N �/ / LLJ Of O w0 U sw—� sw—1 �,ST sw—1 �,ST� sW� Z 0 Q ~ 0 0 w sw—z s�� 0 Q P3-E P1-1 P2-E MAAINl'-O" SHEAR WALL PLAN y� oPppO LIEF SSG �: S6 ^�'•� 3/9/2021 ; �� NAL SHEAR WALL NOTES ALL EXTERIOR WALLS AND VERTICAL SURFACES SHALL BE SHEATHED PER TYPICAL SHEAR WALL REQUIREMENTS MIN. U.N.O., WITH SHEATHING MANUFACTURED WITH EXTERIOR GLUE. SHEATHING SHALL BE APA RATED 24/16 MIN., NAILS SHALL BE SPACED 1/2" MIN. FROM PANEL EDGE AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. BLOCK AND EDGE NAIL ALL HORIZONTAL SHEATHING JOINTS. SHEAR WALL SCHEDULE NAIL/SCREW SPACING TYPE SHEATHING NAIL/SCREW EDGE FIELD STAPLE EQ. HDTT, PL TO RIM ATTACHMENT RIM/BLOCK TO PL ATTACHMENT SIZE BELOW DBL SIDED SHEAR WALLS TYPICAL4 7/16' ONE SIDE2 8d 6' D.C. 12' D.C. 16G @ 3' D.C. 16d @ 6' D.C. LTP4 DR A35 @ 16' D.C. SW-14.10 7/16' ONE SIDE2 8d 4' ❑.C.2 12' O.C. 16G @ 2' D.C. 16d @ 6' D.C. LTP4 DR A35 @ 16' D.C. SW-210 7/16' ONE SIDE2 8d 3' ❑.C.2 12' O.C. NOT ALLOWED 4' SDS SCREWS @ 8' ❑,C,7•8 LTP4 OR A35 @ 12' D.C. SW-33.10 7/16' ONE SIDE2 8d 2' ❑.C.2 12' O.C. NDT ALLOWED 4' SDS SCREWS @ B' ❑,C,7•8 LTP4 OR A35 @ 9' D.C. No, 6 TYPE S GYP 1/2' ONE SIDE DR W IYi 4' D.C. 12' D.C. NOT ALLOWED 16d @ 6' D.C. N/A LONG NOTES: 1.16 GAGE X 1-1/2" STAPLES MAY BE SUBSTITUTED FOR 8d NAILS AT 1/2 SPACING ON TYPICAL AND SW-1 WALLS. 2. WHERE SHEAR WALLS ARE INDICATED ON PLANS AT BOTH SIDES OF WALL, PROVIDE SHEATHING BOTH SIDES OF WALL (DBL SIDED SHEAR WALL) AND STAGGER EDGE NAILS. 3. PROVIDE 3X OR DBL 2X MEMBERS AT ADJOINING PANEL EDGES AT SW-3 AND LAP SHEATHING 1 1/4" MIN. ONTO FRAMING MEMBERS AT PANEL EDGES. 4. AT TYPICAL AND SW-1 WALLS, LAP SHEATHING 3/4" ONTO FRAMING MEMBERS AT PANEL EDGES. 5. LAP SHEATHING 1 1/4" MIN. ONTO SILL PLATES ON FOUNDATIONS. 6. NAILS TO BE COMMON OR GALVANIZED BOX. 7. AT SINGLE SIDED SHEAR WALLS WHERE SHEATHING IS LAPPED TO CENTER OF RIM, WALL TOP PL OR TO SILL PLATE BELOW, 1 SHEAR WALL NOTES W ALL EXTERIOR WALLS AND VERTICAL SURFACES SHALL BE SHEATHED PER TYPICAL SHEAR WALL REQUIREMENTS MIN. U.N.O., WITH SHEATHING MANUFACTURED WITH EXTERIOR GLUE. SHEATHING SHALL BE APA RATED 24/16 MIN., NAILS SHALL BE SPACED 1/2" MIN. FROM PANEL EDGE AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. BLOCK AND EDGE NAIL ALL HORIZONTAL SHEATHING JOINTS. SHEAR WALL SCHEDULE U� NAIL/SCREW o (/) W o SPACING 0 W TYPE SHEATHING NAIL/SCREW EDGE FIELD STAPLE EQ. BOTT, PL TO RIM ATTACHMENT RIM/BLOCK TO PL ATTACHMENT Q SIZE CD 0 w Q w BELOW DBL SIDED SHEAR WALLS TYPICAL4 7/16' ONE SIDE2 8d 6' D.C. 12' D.C. 16G @ 3' D.C. 16d @ 6' D.C. LTP4 OR A35 @ 16' D.C. SW -14.10 7/16' ONE SIDE2 8d 4' O.C.2 12' D.C. 16G @ 2' O.C. 16d @ 6' D.C. LTP4 OR A35 @ 16' D.C. SW -210 7/16' ONE SIDE2 8d 3' O.C.2 12' D.C. NOT ALLOWED 4' SDS SCREWS @ 8' O,C,7,8 LTP4 OR A35 @ 12' D.C. SW -33.10 7/16' ONE SIDE2 8d 2' O.C.2 12' D.C. NOT ALLOWED 4' SDS SCREWS @ 8' O,C.7,8 LTP4 OR A35 @ 9' D.C. No. 6 TYPE S GYP 1/2' ONE SIDE OR W IYa' 4' D.C. 12' D.C. NOT ALLOWED 16d @ 6' D.C. N/A LONG NOTES: 1.16 GAGE X 1-1/2" STAPLES MAY BE SUBSTITUTED FOR 8d NAILS AT 1/2 SPACING ON TYPICAL AND SW -1 WALLS. 2. WHERE SHEAR WALLS ARE INDICATED ON PLANS AT BOTH SIDES OF WALL, PROVIDE SHEATHING BOTH SIDES OF WALL (DBL SIDED SHEAR WALL) AND STAGGER EDGE NAILS. 3. PROVIDE 3X OR DBL 2X MEMBERS AT ADJOINING PANEL EDGES AT SW -3 AND LAP SHEATHING 1 1/4" MIN. ONTO FRAMING MEMBERS AT PANEL EDGES. 4. AT TYPICAL AND SW -1 WALLS, LAP SHEATHING 3/4" ONTO FRAMING MEMBERS AT PANEL EDGES. 5. LAP SHEATHING 1 1/4" MIN. ONTO SILL PLATES ON FOUNDATIONS. 6. NAILS TO BE COMMON OR GALVANIZED BOX. 7. AT SINGLE SIDED SHEAR WALLS WHERE SHEATHING IS LAPPED TO CENTER OF RIM, WALL TOP PL OR TO SILL PLATE BELOW, 16d ® 6" O.C. MAY BE USED FOR WALL BOTTOM PLATE TO RIM ATTACHMENT. 8. USE 5" SCREWS FOR WALL PLATE TO RIM ATTACHMENT IF FLOOR SHEATHING IS GREATER THAN 3/4" THICK. 9. EDGE NAIL SHEATHING TO POSTS AT HOLDOWNS WITH (2) ROWS EDGE NAILING. NOTE: MAX 4" HOLES IN SHEAR WALLS ALLOWED Sw-1 Sw-1 c D) -1 F D I N L I1� SW -3 n Sw-1 Sw-1 P3 -E UPPER FL SrAI F- 114" = 1'-0" Sw-1 n SW -3 P1 Sw-1 9 U' REVISIONS DATE: # DESCRIPTION: BY: Sw-1 Sw-1 OOR SHEAR WALL PLAN I SW -1 P2 -E SW -1 of W healR. r;~l\1� It co V G//arn9 D�.0 c 3/9/2021 S7 W U Q U� o (/) W o z0 0 W Ld0 n, -z 6 Q CD 0 w Q w 0 nz Q i S7 OF ROOF SHEATHING, SEE PLAN ROOF TRUSS/JOIST, SEE PLAN VARIABLE GAP (2' MAX) BETWEEN BLOCK AND SHEATHING FOR VENTILATION 2X BLOCKING, TOE NAIL BLOCK INTO TOP PLATE W/ 16d 0 6' O.C. H2.5T AT EACH END OF EACH TRUSS/JOIST. USE VPA CUP AT SLOPED WOOD I -JOISTS AND H2.5 CUP AT I -JOISTS AT FLAT ROOFS U.N.D, SEE PLAN. SEE PLAN NOTE FOR GIRDER CONNECTION BEARING BLOCKS INTO SIDE OF ;SES W/ 16d NAILS AT EACH END OF ;K NG BETWEEN I I y I I TRUSSES (BLACK NOT REWIRED TO FRONT VIEW ATTACH TO SHEATHING, LEDGER NAILS TO BE 16d- 0 2. SOS SCREWS TO BE SPACED 3' O.C., 1 1/2" FROM LEDGER EDGE 3. WHERE LEDGER IS INSTALLED DIRECTLY ON WALL STUDS (NOT ON WALL SHEATHING) 3 1/2' SCREWS MAY BE USED 4. CENTER URGER SCREWS/NAILS IN WALL STUDS U.N.O., SEE PLAN) ROOF TRUSS AT WOOD WALL 1 NTS 12' TYPICAL DETAIL, USE WHEN APPUES BLOCKING OR TRUSSES JOISTS, SEE PLAN OUTRIGGER WHERE 2X6's 0 8' O.C. REQ'D, SEE DETAIL WALL 4/SD2� NOTES: 1. FOR WALLS TALLER THAN 20' AND/OR OPENINGS GREATER THAN 18' WIDE, SEE PLAN. 2. USE 2X6 STUDS FOR ALL WALLS SUPPORTING 3 OR MORE FLOOR/ROOF LOADS, 3. KING STUDS/TRIMMERS NOTED REQUIRED AT EACH END OF WALL OPENING. 4. NAIL KING/TRIMMER PLYS TOGETHER W/ (2) 16d NAILS 0 9' O.C. TIL x i w � � x J �U W x WALL DOUBLE w o TOP PLATE SEE PLAN NOTE HEADER WHERE OCCURS, SEE PLAN RIM. -SEE ARCT DRAWINGS FOR HEEL HEIGHT -IF TRUSS HEEL IS OVER 15 1/4' TALL SEE DETAIL 2/SD2 FOR TRUSS DEPTH BLOCKING -PROVIDE WEB FILLER PER JOIST MFR AT WOOD I -JOISTS FOR CUP NNUNG ROOF SHEATHING, SEE PLAN STAGGER SHEATHING JOINTS 1';WII�N:�yI�1�7i41;1 -EDGE NAILING REQUIRED AT ALL SUPPORTED AND BLOCKED SHEATHING EDGES. ALSO PROVIDE EDGE NAILING PER DETAILS 3/SD2, 4/SD2 AND PER PLAN NOTES. -BRACING REQUIRED PER DETAIL 4/SD2 NOT SHOWN FOR CLARITY 5 ROOF SHEATHING LAYOUT NTS TYPICAL DETAIL, USE WHEN APPUES 2X NAILER (2) 16d SIMPSON CS16X36' ON WALL DBL TOP PLATE AT BEAM END 1/4' PLATE WEB STIFFENER EACH SIDE OF BEAM AT END OF BEAM BEAM, SEE PLAN 16d 0 3" O.C. EACH SIDE, STAGGERED 1/2'0 X 5' LAG EACH SIDE OF BEAM, INSTALL ON ANGLE AS SHOWN KING STUD EACH SIDE OF BEAN WOOD POST, SEE PLAN. MATCH POST WIDTH TO BEAM WIDTH— UNLESS NOTED OTHERWISE. &tEAM POCKETIN WOOD WALL CAL DETAIL, USE WHEN APPLIES 1:T49�:ay\I:II:[� ROOF TRUSS/JOIS e SHEATHING/NAIUNG TO IAA WALL BELOW. USE 8d NAIL WHERE SHEAR WALL DOES BELOI 16d NAIL i WALL DOUBLE BFJ 2 TRUSS DEPTH BLOCKING NTS TYPICAL DETAIL, USE WHEN APPLIES ROOF SHEATHING, 2' ROOF TRUSS/J 2X AT EACH END OF EACH TRUSS IJTIECIe3 FRONT VIEW TO MATCH SHEAR id NAILS AT 6' WALL DOES NOT PLAN. )TE: )RE -FABRICATED SHEAR PANEL BLOCKING DESIGNED BY THE TRUSS MANUFACTURE MAY BE USED IN LIEU OF BLOCKING SHOWN HERE. BLOCKING TO BE DESIG XR 350 PLF SHEAR LOAD AT TOP OF BLOCK. ATTACH BLOCKING TO WALL TOP PLATE W/ NAWNG NOTED OR (1) A35 CUP OR (1) LTP4 CUP AT EACH BLOCK VERTICAL STRAP OPPOSITE OF SHEATHING (INSIDE WALL, CS16X36' MIN OR EQ.), LOWER TRIMMER TO HEADER OR UPPER STUD WHERE OCCURS, OR INSTALL FULL HEIGHT 2X6 NAILED TO TRIMMERS AND HEADER WITH 16d 19-1. -SIR, OR M MIN. LEDGER SIZE AND ATTACHEMENT TO WALL STUDS AT 16' O.C. (U.N.O., SEE PLAN) TABLE NOTES IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN ALL FRAMING (STUDS, ROOF OR FLOOR UVE/SNOW LOAD (PSF) LEDGER NAILS TO BE 16d- 0 2. SOS SCREWS TO BE SPACED 3' O.C., 1 1/2" FROM LEDGER EDGE 3. WHERE LEDGER IS INSTALLED DIRECTLY ON WALL STUDS (NOT ON WALL SHEATHING) 3 1/2' SCREWS MAY BE USED 4. CENTER URGER SCREWS/NAILS IN WALL STUDS MAX TRUSS/JOIST SPAN (FT) 40-50 PSF NAIL 0 6" O.C. STAGGERED 2X6, (3) 16d 12' 2X8, (4) 16d 16' PO Y 26 1 3/4' X 11 7/8' LVL, (4) 1/4' SDS X 4 1/2' 2X6's 0 8' O.C. 16'-1' - 26 WALL EXTEND HEADER THROUGH WINGWALLS, 3' X 11 1/4' NOTES: 1. FOR WALLS TALLER THAN 20' AND/OR OPENINGS GREATER THAN 18' WIDE, SEE PLAN. 2. USE 2X6 STUDS FOR ALL WALLS SUPPORTING 3 OR MORE FLOOR/ROOF LOADS, 3. KING STUDS/TRIMMERS NOTED REQUIRED AT EACH END OF WALL OPENING. 4. NAIL KING/TRIMMER PLYS TOGETHER W/ (2) 16d NAILS 0 9' O.C. 0 6. ALL ATERALS/PROUICIS 94ALL E ISLLEO PER THE MANUFACTURERS EDIMmem HEIGHT MIN. HEADER SIZE z 1p, 0 & AIDW SOUL E RATED ON TE SRUCBEE SUCH THAT THE DESIGN IDADS STATED N TIE ESOT CRE. TABLE ARE NOT EXCEL AND TIE LOAD EARD CAPALCIY OF TEMPORARY 9RNG AND BRACING 5 NOT DICOM IF TO 18' i0. EACH PIECE OF STRUCTURAL UU (ALD SHEATHING) WALL E MAMM BY A COMMENT ALD MIKE ONHNUATM WAIS REGULAR BUSIES S TO ESTABLISH URR WAGES THE ORGANIZATION. GRADING AND ARAE MARROS 9WL E 9BECT TO NPROYA BY THE ENGINEER. 0 = L� FASTEN SHEATHING TO HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS 11 NEE A SPECIFIC CONECTdt W41MODEL IS HOT NBGTEQ PRONDE A MUM GOOD 10 RT THE METERS BERG COWLCRA c� 11 SANT LUIffA SAL E TEN RR R OR BETTER U.N.Q. SE RVI. POSTS AID TWO SHALL E DOING FR %H OR ETIFR LAWWTD VENEER IIARER SHALL E 201E 2601F UAQ WWARD STRAND LUMBER SILL E TSE 23N UAQ 131" BERMS SAL E 24F -V4 UAQ PNMIWI IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN ALL FRAMING (STUDS, EAS SNL E 2.GE 29001' UAQ PAIWUN POSTS SILL E 18 25Fc UN.Q O = BLOCKING, AND SILLS) TYP. 17. PE-MMUFACIU ED WISES AND JOSIS SILL E BAITED PER THE MANUFACTURERS ECLEERRS BILIHLY IEl®LS SILL E ATTACHED MOM PER THE MAN FACBAERS EWFBDni 1& P E-NAMFACTU ED PRODUCTS SAN AS WOOD MUM AND F,O515 SELL ONLY E ALTERED NTIH TIE ,APPROVAL OF TE AMFACREER AND SELL E REPAIRED (NEVI EUERD) PER THE NNFEACBAEKS MMOO S O 1& BOTs/U6 AT ALL 1000 TO EOD, 1000 TO STEEL ALD 1000 TO CONCRETE OONECOOS SHALL E ANA UBO, SE RAH. 3 FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16d SINKER 22 ALL WOOD N CONTACT WITH MASONRY OR CONpEIE OR EXPOSED 10 NEATER WALL E PRESSURE WAIED UR% SE RAI. M X NAILS AT 3' D.C. TYP. 24. DO NOT CANTER SIN BELTAIAG IEAIS INTO WOOD OHM UN ESS SPECIFICALLY NOTED M RAS OR APPROVED BY THE RISIM 25. ALL NNLNM 9LL E PER RC FABLE 23O IQ1 &N.&, SE RAL ATTACH 2X4 SODS 10 WNL TO' AND BOTT. RATES WITS M IN NNS USE (3)16d NNS FOR US SRDS. 01ST -UP 2X POSIS SAIL E FATE: WED TOGETHER WIH (2) IN AT 9' D.C. PIVRDE POSTS SUPPORTED WMAEADERS PLAK CONTINUE RM SOM R(EXING BE 10 Ua�W�AAINCLUDING HEIGHT MIN. 2X4 FRAMING pPPD• • - • F�Y SE INTERIOR SEAR NALL AT WOOD FLOOR DEIN. 28. WOOD WALLS SKI. E BALLOON FRAMED FROM FOUNDATION 10 RODE E1APT WIRE TIDOS BEAK WNL STUDS PER ROM JOST AT WOOD WALL DELL o~. �,N O • �F , 7/16' MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING ONE SIDE 30. EREPT NEE HIED OTIERSE RUM METAL FRAMING CONNECTOR (HANGER. CUP, CN, ETC) AT ALL RWD 10 CONCRETE, WOU) TO SIER AND RIM 10 RIM C(IMM MS x 1 32 Rum 5' X 3 1/2' X 5)16' STEEL NSE TO SUPPORT Gin vE EONS ATOM NUE RR (2) 7/N" X 4' LAGS AT 16' QC, USE (1) H' 2 4 W THEN ID BELT AT 15' QC FOR AOMFENT TO CONCRETE M MASONRY. 33. WOOD NNFRS ON SM SAYS SAL E 2X VIII )E' CHEADED DED ST DS AT 32' O.C. U A SE RIM HANDS M D STEEL FRA E BEANS E SHALL 3X W' RAIL AT WTH SIDS 24' O.C.UAQE RAL S 7Z v 34 X' EB STIFFENERS SHALL BE PROVIDED EACH SIE OF STEM ENS AT ALL BEARD POUTS. N STEEL ) DIAM. LIZ SSE AT MR �9 N�SRN LLES � GUT FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED AND OEM STEEL U(F USDSHALL BE 5O0D PMOUE 37. ALL WON SHALL BE DOE PER NSC AND AN SELWO19M WODE S SAIL BE AIS TEAIFED, OCCUR WITHIN 24' OF MID -HEIGHT. ONE ROW OF TYP. SHEATHING - TO - S. DWI WIND 10 E 1 1/01' W. LL0. SE RAR 40. YDN FNSIEEEI6 uAeutt S UY1FD 70 RYE TIES TIE FEE ceDE,0TED FM SANDS 7HLE WXIRACIOR(5) MUST EAC, IEDOSTAND AJD ACOPr ALL TON RSERWO oDCISIIs APRICABE 70 MS ESM PNM 70 MI01C 7HLE O.9M. BY uS0 CUTS ®01, TIE oNEn/CM1RACIM FRAMING NAILING IS REWIRED. IF 2X4 BLOCKING IS USED, THE 2X4'S MUST BE AL1OPI5 TIE DE901, /SSIIED LOADS AD OURS M uAERY STAWn 41. PR6OUC 9EOA IISECIIOS ECLIED M 7011GS MIMIC AT 7BISSS OWR 5-0' TALL LINES WNVD R BIEDIIG CNN. NAILED TOGETHER WITH (3) 16D SINKERS STEEL BEAML DETAILS MAY NOT BE APPLICABLE TO YOUR PLANS ED SIMPSON STHD14(RJ) OR HOI15 W/ SB5/8X24 LOCATIONS (1) 5/8'0 X 12' OR (2) 1/2'0 X 12' J -BOLTS OR (1) 3/4' X 10' TITEN HD BOLT W/ 3' X 3' X 1/4' WASHER ° a ° a °' ° , • ' d ° .' y y 5 0191E NAILING AT POST PLYS NOT SHOWN FOR CLARITY. PORTAL FRAME 1ST STORY 11 NTS USE ONLY IF CALLED OUT ON PLANS 19-1. -SIR, OR M MIN. LEDGER SIZE AND ATTACHEMENT TO WALL STUDS AT 16' O.C. (U.N.O., SEE PLAN) TABLE NOTES IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN ALL FRAMING (STUDS, ROOF OR FLOOR UVE/SNOW LOAD (PSF) LEDGER NAILS TO BE 16d- 0 2. SOS SCREWS TO BE SPACED 3' O.C., 1 1/2" FROM LEDGER EDGE 3. WHERE LEDGER IS INSTALLED DIRECTLY ON WALL STUDS (NOT ON WALL SHEATHING) 3 1/2' SCREWS MAY BE USED 4. CENTER URGER SCREWS/NAILS IN WALL STUDS MAX TRUSS/JOIST SPAN (FT) 40-50 PSF S 6 2X6, (3) 16d 12' 2X8, (4) 16d 16' 2X10, (3) 1/4' SOS X 4 1/2' 26 1 3/4' X 11 7/8' LVL, (4) 1/4' SDS X 4 1/2' W/ MIN. 2 NAILS PER HEIGHT FOR POSTS S 9' -NLY SPACED FOR POSTS CANTILEVERED 2X4 FLAT 0 24' O.C. REQ'D WHEN ROOF SNOW LOAD IS 2 40 PSF, SEE PLAN. EXTEND BACK SPAN ONE BAY (24' MIN.) AND NAIL TO 2X BLOCKING U.N.O., SEE PLAN. GABLE TRUSS TO BE DESIGNED WITH OVER SIZED TOP CHORD TO ALLOW FOR NOTCHING SHEATH GABLE TO MATCH WALL SHEATHINGMAILING BELOW, SEE PLAN 2X BLOCK AT 24' O.C. EDGE NAILING END TRUSS EDGE NAIUNG-J 16d TOE NAIL 0 6' O.C. 3 ROOF TRUSS AT WOOD WALL NTS TYPICAL DETAIL, USE WHEN APPLIES INTER LEVEL STRAPS WHERE REWIRED, SEE PLAN SIMPSON CS16X32' STRAP, U.N.O., SEE PLAN. CENTER ON BEAM END SOLID BLOCKING EACH CORNER OF OPENING. PROVIDE 2X BLOCKING FOR 1r WIDE STRAPS, AND 4X BLOCKING FOR STRAPS GREATER THAN 1 1/2' WIDE SHEATHING EDGE W/ SOLID BLOCKING ONE CONTINUOUS OSB PIECE CUT AROUND SHEARWALL OPENING. PLACE EDGE AS CLOSE TO MIDDLE - AS POSSIBLE FOUNDATION HOLDOWN WHERE REWIRED, SEE PLAN. ALIGN W/ STRAP ABOVE (WHERE OCCURS) KING STUDS/POST, SEE PLAN ROOF TRUSSES, SEE PLAN 2X6 BRACE 0 8' O.C. AWGN 2X ON TRUSS BOTT. CHORDS W/ BRACE NOTE -FOR ITEMS NOT NOTED SEE DETAIL 1/SD2 HEADER, SEE PLAN. IF FRAMED HIGH, NAIL STRAP TO BLOCKING DIRECTLY ABOVE OPENING SHEAR WALL OPENING(S) WALL SHEATHING SHOWN ONE SIDE FOR CLARITY. SHEATHMAIL ABOVE AND E OPENING PER SHEAR WALL REQUIREMENTS OF WALLS EACH SIDE OF OPENING ONLY IF CALLED OUT ON PLANS WALL DBL TOP PLATE, SEE FRAMING NOTES, HDTT. PLY NAY BREAK AT HEADER AS SHOWN USE (2) LCE/PCZ/BC POST CAP WHEN HEADER LENGTH EXCEEDS 6'-0' BEAM/HEADER, SEE PLAN TRIMMERS POST, SEE PLAN 7/16" OSB SHEATHING 2 x STUDS 2 x PLATE W/ 16d 0 6" O.C. 3/4" T & G OSB SHEATHING EDGE AT EA. TRUSS NAILING MULTIPLE TRIMMERS RIBBON BOARD DOUBLE TOP PLATE BELOW Ok W h ear . 4 FLOOR TRUSS AT WOOD WALLv :�co NTS TYPICAL DETAIL, USE WHEN APPLIES - oC RETROFIT 16 VERTICAL STRAP OPPOSITE OF SHEATHING (INSIDE WALL, CS16X36" WN"OR EQ.), LOWER TRIMMER TO HEADER D OR UPPER STUD WHERE OCCURS, OR INSTALL FULL HEIGHT 2X6 NAILED TO TRIMMERS AND HEADER WITH 16d NAIL 0 6' O.C. STAGGERED P06 WALLEXTEND HEADER THROUGH WINGWALLS, 3 X 11 1/4' HFIr.HT �� MIN. HEADER SIZE r I I FJ) \ III FASTEN SHEATHING TO HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS iv I I Rl fR FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED AND OCCUR WITHIN 24' OF MID -HEIGHT. ONE ROW OF TYP. SHEATHING - TO - FRAMING NAIUNG IS REQUIRED. IF 2X4 BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH (3) 16D SINKERS SIMPSON STHD14 OR HDU5 (2) 1/2'0 X 12' J -BOLTS 9 PORTAL FRAME 1ST ST( NTS USE ONLY IF CALLED OUT ON PLANS BEARING WALL CONSTRUCTION TABLE IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN ALL FRAMING (STUDS, NTS = V-10' BLOCKING, AND SILLS) TYP. 2X4's 0 16' D.C.' J 3 2X6's 0 24' O.C. U.N.O., SEE PLAN FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16d SINKER GENOM STRUCTURAL NOTES 1 SIN-ONIIRACINIS) SHALL FOULOF ALL PEpI1f1Q115 STATED IN PEN MMMENIB RO ALL APPUCl9E NN11N6 COMES RO STANDARDS AND SHALL E QINim TO F41FON AND E641N71® N PERFORMING 11E FDIN DECLARED FOR 11E PROJECT. 2X6's 0 12' O.C. M X NAILS AT 3' O.C. TYP. 2X6's 0 8' O.C. 16'-1' - 26 HEIGHT MIN. 2X4 FRAMING NOTES: 1. FOR WALLS TALLER THAN 20' AND/OR OPENINGS GREATER THAN 18' WIDE, SEE PLAN. 2. USE 2X6 STUDS FOR ALL WALLS SUPPORTING 3 OR MORE FLOOR/ROOF LOADS, 3. KING STUDS/TRIMMERS NOTED REQUIRED AT EACH END OF WALL OPENING. 4. NAIL KING/TRIMMER PLYS TOGETHER W/ (2) 16d NAILS 0 9' O.C. 0 6. ALL ATERALS/PROUICIS 94ALL E ISLLEO PER THE MANUFACTURERS EDIMmem 7/16' MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING ONE SIDE 7. SPECIFIC NOTES AND DETAILS SRL GOVERN OAER TY ICA. NOTES AND STNS. z 1p, 0 & AIDW SOUL E RATED ON TE SRUCBEE SUCH THAT THE DESIGN IDADS STATED N TIE ESOT CRE. TABLE ARE NOT EXCEL AND TIE LOAD EARD CAPALCIY OF TEMPORARY 9RNG AND BRACING 5 NOT DICOM i0. EACH PIECE OF STRUCTURAL UU (ALD SHEATHING) WALL E MAMM BY A COMMENT ALD MIKE ONHNUATM WAIS REGULAR BUSIES S TO ESTABLISH URR WAGES THE ORGANIZATION. GRADING AND ARAE MARROS 9WL E 9BECT TO NPROYA BY THE ENGINEER. 0 1.Tf S13NG AND SLWACNG GE ALL U1Rm CULL E ILL SIZED AND SLUACED ON ALL 4 SIDES URO., SE RAN. ALL UMBER SHALL E FEE GE HEART CHER S'UCES S6NL NOTE FEARED DU" WIDE TUNED OR AR'ROO BYTE UMM iv I I Rl fR FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED AND OCCUR WITHIN 24' OF MID -HEIGHT. ONE ROW OF TYP. SHEATHING - TO - FRAMING NAIUNG IS REQUIRED. IF 2X4 BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH (3) 16D SINKERS SIMPSON STHD14 OR HDU5 (2) 1/2'0 X 12' J -BOLTS 9 PORTAL FRAME 1ST ST( NTS USE ONLY IF CALLED OUT ON PLANS BEARING WALL CONSTRUCTION TABLE WALL HEIGHT NTS STUD FRAMING V-10' TYPICAL DETAIL, USE WHEN APPLIES 2X4's 0 16' D.C.' 6-12' 2X6's 0 24' O.C. U.N.O., SEE PLAN 12'-1' - 14' GENOM STRUCTURAL NOTES 1 SIN-ONIIRACINIS) SHALL FOULOF ALL PEpI1f1Q115 STATED IN PEN MMMENIB RO ALL APPUCl9E NN11N6 COMES RO STANDARDS AND SHALL E QINim TO F41FON AND E641N71® N PERFORMING 11E FDIN DECLARED FOR 11E PROJECT. 2X6's 0 12' O.C. 14-1' '- 16' 2X6's 0 8' O.C. 16'-1' - 26 A THE CONTRACTOR SHALL E RESUME FUR NEVIS AID M1:NM5 GE COSIRUCBM ADD KU RUM SUWB AND DRACNG AS EM O) TO PRONDE SMICWAL SDEITY AT ALL 11E5 DURA COISIffir IL 2X6 LSL 0 8' O.C. NOTES: 1. FOR WALLS TALLER THAN 20' AND/OR OPENINGS GREATER THAN 18' WIDE, SEE PLAN. 2. USE 2X6 STUDS FOR ALL WALLS SUPPORTING 3 OR MORE FLOOR/ROOF LOADS, 3. KING STUDS/TRIMMERS NOTED REQUIRED AT EACH END OF WALL OPENING. 4. NAIL KING/TRIMMER PLYS TOGETHER W/ (2) 16d NAILS 0 9' O.C. NTS I i NTS TYPICAL DETAIL, USE WHEN APPLIES TYPICAL DETAIL, USE WHEN APPLIES U GENOM STRUCTURAL NOTES 1 SIN-ONIIRACINIS) SHALL FOULOF ALL PEpI1f1Q115 STATED IN PEN MMMENIB RO ALL APPUCl9E NN11N6 COMES RO STANDARDS AND SHALL E QINim TO F41FON AND E641N71® N PERFORMING 11E FDIN DECLARED FOR 11E PROJECT. Q 2 CONTRACTOR SLL FOLLOW ALL EWi]EX15 STATED N ALL OBER OUCNETS APPLICABLE TO TIE PRU17.. F NY OSOEPNDES OCCUR BETWEEN THE STRUCTURAL DOCUMENTS ANO OTHER PROW COCUE1115, NM VAN ENGINEERING GE TIE DISCREPANCY POOR 10 CONSTRUCTION. 1 CONTRACTOR SHALL ADNY ALL ENSING CONDITIONS, DIMENSIONS, ELEVATIONS, ETC, PBM 1O WNSRUCIDIL A THE CONTRACTOR SHALL E RESUME FUR NEVIS AID M1:NM5 GE COSIRUCBM ADD KU RUM SUWB AND DRACNG AS EM O) TO PRONDE SMICWAL SDEITY AT ALL 11E5 DURA COISIffir IL U) & IT 5 THE RESPONSIBILITY OF THE CONTRACTOR 10 RNNE ADEOUAIE OO BOSON PPOIECBON OF ALL SRUCWAL ORSRS 0 6. ALL ATERALS/PROUICIS 94ALL E ISLLEO PER THE MANUFACTURERS EDIMmem W 7. SPECIFIC NOTES AND DETAILS SRL GOVERN OAER TY ICA. NOTES AND STNS. z E MCA HOLES ANO ECUS APPLY MERE SIEOFIC HOMES AND DETAILS NE NO NUGTFA 0 & AIDW SOUL E RATED ON TE SRUCBEE SUCH THAT THE DESIGN IDADS STATED N TIE ESOT CRE. TABLE ARE NOT EXCEL AND TIE LOAD EARD CAPALCIY OF TEMPORARY 9RNG AND BRACING 5 NOT DICOM i0. EACH PIECE OF STRUCTURAL UU (ALD SHEATHING) WALL E MAMM BY A COMMENT ALD MIKE ONHNUATM WAIS REGULAR BUSIES S TO ESTABLISH URR WAGES THE ORGANIZATION. GRADING AND ARAE MARROS 9WL E 9BECT TO NPROYA BY THE ENGINEER. 0 1.Tf S13NG AND SLWACNG GE ALL U1Rm CULL E ILL SIZED AND SLUACED ON ALL 4 SIDES URO., SE RAN. ALL UMBER SHALL E FEE GE HEART CHER S'UCES S6NL NOTE FEARED DU" WIDE TUNED OR AR'ROO BYTE UMM L� E 12 ALL FROM HARDWARE SHALL E SIMPSON SROMG IE OR APPROVED AIA URQ AND SHALL N D BY THE RACAER DAG, SRAL L STALIID PER THE MANUFACTURERSRCLAREEUM USE THE MAgWN NIU@R AND SID: OF FASTENERS SPECIFIED MAN 11 NEE A SPECIFIC CONECTdt W41MODEL IS HOT NBGTEQ PRONDE A MUM GOOD 10 RT THE METERS BERG COWLCRA 0.3 11 SANT LUIffA SAL E TEN RR R OR BETTER U.N.Q. SE RVI. POSTS AID TWO SHALL E DOING FR %H OR ETIFR LAWWTD VENEER IIARER SHALL E 201E 2601F UAQ WWARD STRAND LUMBER SILL E TSE 23N UAQ 131" BERMS SAL E 24F -V4 UAQ PNMIWI EAS SNL E 2.GE 29001' UAQ PAIWUN POSTS SILL E 18 25Fc UN.Q O 1& INSTALL SOD RILL MERIT 01,00410 BETWEEN ITAMES/,0515 a ALL KONG KIM LLQ SE RRL 1& MEET RILOS SHALL E PROWED M RS OF WOOD I-10515 PER TILE ,OST ALAN FACAER'S EOIEa]EX15 AND PER THE MOIRE MAIRRACTU ER'S EALAEE EFTS VIER HNDNNE ATUCES 10 THE I-gST. 17. PE-MMUFACIU ED WISES AND JOSIS SILL E BAITED PER THE MANUFACTURERS ECLEERRS BILIHLY IEl®LS SILL E ATTACHED MOM PER THE MAN FACBAERS EWFBDni 1& P E-NAMFACTU ED PRODUCTS SAN AS WOOD MUM AND F,O515 SELL ONLY E ALTERED NTIH TIE ,APPROVAL OF TE AMFACREER AND SELL E REPAIRED (NEVI EUERD) PER THE NNFEACBAEKS MMOO S O 1& BOTs/U6 AT ALL 1000 TO EOD, 1000 TO STEEL ALD 1000 TO CONCRETE OONECOOS SHALL E ANA UBO, SE RAH. 20. BOTS N WOOD SILL E MT40 N HOFS 1/16' N DIAMETER URGER THAN THE FELT DIAMETER AND SOUL HAVE WASHERS EDERI HFADAIIUT AND WOOD WAR 21. TAE SHALL E NSTALIED N FREES P E-pE1ID AT SNE ONEIER AS LN SILT FOR UNTREATED 91AFT PORTION OF FREE AND 4011-7O11 OF SHAFT DIAMETER FOR TREADED PORTIO. 22 ALL WOOD N CONTACT WITH MASONRY OR CONpEIE OR EXPOSED 10 NEATER WALL E PRESSURE WAIED UR% SE RAI. 21 ALL FASTENERS AND CONNECTORS (NNS, SCHEN& BOL75, NUTS, WASHERS, EIC.) N CONTACT WIH PMERVARIE TIEATID AND FEE RETARDANT TEEMED NUM SAIL MEET TIE EO11@IENR OF SC 230410.5. 24. DO NOT CANTER SIN BELTAIAG IEAIS INTO WOOD OHM UN ESS SPECIFICALLY NOTED M RAS OR APPROVED BY THE RISIM 25. ALL NNLNM 9LL E PER RC FABLE 23O IQ1 &N.&, SE RAL ATTACH 2X4 SODS 10 WNL TO' AND BOTT. RATES WITS M IN NNS USE (3)16d NNS FOR US SRDS. 01ST -UP 2X POSIS SAIL E FATE: WED TOGETHER WIH (2) IN AT 9' D.C. PIVRDE POSTS SUPPORTED WMAEADERS PLAK CONTINUE RM SOM R(EXING BE 10 Ua�W�AAINCLUDING LIC Q• ffiEN INLS9 27 wDE US5/OaPNLCO NNSENDING AUDIW//MM LIMWILL INCPUTE OR RUM FULL HEIGHT s9166- O.C. Pumacam TO WILL AND NG MOO ODER WNL PROW DE ,UST/MSS UNION OE QED SWA Wi pPPD• • - • F�Y SE INTERIOR SEAR NALL AT WOOD FLOOR DEIN. 28. WOOD WALLS SKI. E BALLOON FRAMED FROM FOUNDATION 10 RODE E1APT WIRE TIDOS BEAK WNL STUDS PER ROM JOST AT WOOD WALL DELL o~. �,N O • �F A 9FAM SILL E POW M W OEM AND NAMED PER RWUNUM OF SEAR WNL VIRE 30. EREPT NEE HIED OTIERSE RUM METAL FRAMING CONNECTOR (HANGER. CUP, CN, ETC) AT ALL RWD 10 CONCRETE, WOU) TO SIER AND RIM 10 RIM C(IMM MS 31. ATTACH BBC( YDEFRS TO FRAMING PER RC RN1& ; 32 Rum 5' X 3 1/2' X 5)16' STEEL NSE TO SUPPORT Gin vE EONS ATOM NUE RR (2) 7/N" X 4' LAGS AT 16' QC, USE (1) H' 2 4 W THEN ID BELT AT 15' QC FOR AOMFENT TO CONCRETE M MASONRY. 33. WOOD NNFRS ON SM SAYS SAL E 2X VIII )E' CHEADED DED ST DS AT 32' O.C. U A SE RIM HANDS M D STEEL FRA E BEANS E SHALL 3X W' RAIL AT WTH SIDS 24' O.C.UAQE RAL S '. 3/9/2021 ' 34 X' EB STIFFENERS SHALL BE PROVIDED EACH SIE OF STEM ENS AT ALL BEARD POUTS. � �FSSIpNAL STEEL ) DIAM. LIZ SSE AT MR �9 N�SRN LLES � GUT OEM STEEL U(F USDSHALL BE 5O0D PMOUE 37. ALL WON SHALL BE DOE PER NSC AND AN SELWO19M WODE S SAIL BE AIS TEAIFED, S IND YAMM. 911a DEAD ILS Mfl S. DWI WIND 10 E 1 1/01' W. LL0. SE RAR 40. YDN FNSIEEEI6 uAeutt S UY1FD 70 RYE TIES TIE FEE ceDE,0TED FM SANDS 7HLE WXIRACIOR(5) MUST EAC, IEDOSTAND AJD ACOPr ALL TON RSERWO oDCISIIs APRICABE 70 MS ESM PNM 70 MI01C 7HLE O.9M. BY uS0 CUTS ®01, TIE oNEn/CM1RACIM AL1OPI5 TIE DE901, /SSIIED LOADS AD OURS M uAERY STAWn 41. PR6OUC 9EOA IISECIIOS ECLIED M 7011GS MIMIC AT 7BISSS OWR 5-0' TALL LINES WNVD R BIEDIIG CNN. �LL � DETAILS MAY NOT BE APPLICABLE TO YOUR PLANS IF MARKED TYPICAL, USE AT ALL APPLICABLE LOCATIONS Na a m Q N n o v - o a m l!1 m m L � C T N F -Lxm a -- C3 = C a o — rnm J o � C3 u m �m `m cr C ■ 0i V' Lu 0 W U Q U) (f) 0 W Of O z o 0 LLJ 0 L� �z 0.3 CD O Q LLI O Q SDI 1* � � i City of Wheat Ridge Res. Master Plans PERMIT - 202001070 PERMIT NO: 202001070 ISSUED: 07/15/2020 JOB ADDRESS: YARROW GARDENS EXPIRES: 07/15/2021 JOB DESCRIPTION: Yarrow Gardens -Master P2E-New single family -3 Story -2 car attached garage - 2 Bdrm-2 Full Bath+2 1/2 bath- 2142 sq ft total( includes unfinished) ***REVISION***Revised Master Set Structural Plans for Do More TH's-Plans P3E P1 and P2E- Structural Engineer Change from EV Studio to York Engineering- All Bldgs on Block 3 *** CONTACTS *** OWNER (303)766-7772 TH YARROW GARDENS LLC *** PARCEL INFO *** ZONE CODE: MU -N / Mixed Use Neighborh USE: UA / Unassigned SUBDIVISION CODE: 2 / Multi -Family Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 191,250.00 FEES Total Valuation 0.00 Plan Review Fee 11121.54 ** TOTAL ** 11121.54 *** COMMENTS *** *** CONDITIONS *** Approved per Case No. WSP-20-03 I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/15/2020 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.