The URL can be used to link to this page

Home My WebLink AboutS0-2B-STANDARD WOOD FRAMING NOTES AND SCHEDULESDECKING ATTACHMENT SCHEDULE LOCATION NAIL SIZE OPTION BOUNDARY NAILING FIELD NAILING 0.131" OR 8d 6" O.C. 6" O.C. 6" O.C.12" O.C. OR 10d RING-SHANK 4" O.C.6" O.C. PANEL EDGE BLOCKING UNBLOCKED BLOCKED UNBLOCKED BASIC FLOORS (TYP. U.N.O.) ROOFS BLOCKED FLOORS (WHERE NOTED ON PLAN) OR 10d RING SHANK 0.131" RING-SHANK 0.148" RING-SHANK NOTES: 1. NAIL LENGTH CHOICE MUST PROVIDE A MINIMUM PENETRATION OF 1-3/4" INTO ROOF FRAMING MEMBERS AND 1-1/2" INTO FLOOR FRAMING MEMBER. (SUBTRACT THICKNESS OF DECKING USED FROM NAIL LENGTH.) 2. ALL BLOCKED DIAPHRAGMS TO HAVE ALL PANEL EDGES BLOCKED W/ MIN. 2X4 MATERIAL AND NAILED PER BOUNDARY NAILING REQUIREMENT. 3. "BOUNDARY NAILING" REFERS TO NAILING REQUIRED ALONG ALL THE EDGES OF EACH DECKING PANEL. AT ALL CHANGES IN PLANE ALL DECKING EDGES MUST BE FULLY BLOCKED WITH ADJOINING/OVERLAPPING BLOCKINGTHAT IS ALSO STITCHED TOGETHER WITH BOUNDARY NAILLING.SEE FRAMING DETAILS FOR ADDITIONAL LOCATIONS THAT REQUIRE BOUNDARY NAILING AND/OR BLOCKING. 4. "FIELD NAILING" REFERS TO NAILING REQUIRED ALONG ALL INTERMEDIATE SUPPORTS UNDER EACH DECKING PANEL SHEET. 5. AT ROOTS, CUT NAIL SPACING IN HALF AT OVERHANGS AND WITHIN ASCE ZONE 3 (CORNERS). 6. ADDITIONALLY GLUE FLOOR DECKING WHEN REQUIRED BY ARCHITECT. STANDARD WOOD CONNECTION DESCRIPTION OF BUILDING ELEMENT NAIL OPTION JOIST TO SILL OR GIRDER, TOENAIL 3~8d SOLE OR TOP (BOTTOM PLY) PLATE 2~16d STUD TO SOLE PLATE, TOENAIL 4~8d BUILT-UP STUD PACKS, FACE NAIL JOIST OR RAFTER BLOCKING TO 3~8d RIM JOIST TO TOP PLATE, TOENAIL 8d @ 6" o.c. TOP PLATE CORNER/INTERSECTION CEILING JOIST TO TOP PLATE,3~8d CONTINUOUS HEADER TO STUD,4~8d CEILING JOIST LAPS AND RAFTER 3~16d RAFTER TO PLATE, TOENAIL 3~8d BUILT-UP CORNER STUDS,16d @ 24" o.c. NAIL OPTION 3 3 4 3 6" o.c. 3 4 4 3 @ 16" o.c. BRIDGING TO JOIST, TOENAIL 2~8d 2 SOLE PLATE ANCHORAGE SEE SCHEDULE SEE SCHEDULE TOP PLATE SPLICE NAILING, SEE TYPICAL SEE TYPICAL 2~16d 3 BUILT-UP 2X HEADERS AND BEAMS COLLAR TIE TO RAFTER, TOENAIL JACK RAFTER TO HIP, TOENAIL 3~10d 4 3~10d 4 JACK RAFTER TO HIP, FACE NAIL 2~16d 3 RAFTER TO RIDGE BEAM, TOENAIL 2~16d 3 RAFTER TO RIDGE BEAM, FACE NAIL 2~16d 3 JACK RAFTER TO HIP, FACE NAIL 2~16d 3 JOIST TO RIM/BAND JOIST, END NAIL 3~16d 4 Pennyweight Diameter Length 6d 0.113" 2" 8d 0.131" 2 1/2" 10d 0.148" 3" 16d 0.162" 3 1/2" TOP PLATE PLY NAILING, FACE NAIL 16d @16" o.c. 12" o.c. 10d @ 12" o.c. @ 8" o.c. 2X RIBBON TO END OF FLOOR 2~16d 3 TOP CHORD OF ROOF TRUSSES,2~16d 3 COMMON 0.131"X3" ON PLANS ON PLANS DETAIL DETAIL TO STUD, END NAIL TOP PLATE, TOENAIL LAPS, FACE NAIL LAPS, FACE NAIL FACE NAIL TOENAIL TOENAIL FACE NAIL TRUSS, FACE NAIL TOENAIL NOTES: 1. PENNY SIZES ARE FOR COMMON NAILS (NOT SINKER OR BOX) AND ARE DEFINED AS FOLLOWS: 2. ANY DESCRIPTION OF BUILDING ELEMENTS NOT NOTED ABOVE MAY BE FOND IN THE IBC, TABLE 2304.9.1. 3. SEE ICC ESR-1539 FOR ALL ADDITIONAL FASTENER REQUIREMENTS NOT NOTED HERE. 4. WHERE CONNECTION IS MADE TO FRT LUMBER ADD ADDITIONAL NAIL. FASTENING SCHEDULE SEE SCHEDULE SEE SCHEDULE COLUMN SCHEDULE MARK SP326 SP426 WP44 WP46 WP66 PC44 PC46 PC48 (3) 2X6 STUD PACK (4) 2X6 STUD PACK 4X4 WOOD POST 4X6 WOOD POST 6X6 WOOD POST PC66 SC1 PC68 PODIUM 3RD FLOOR"@3" COLUMNS SUPPORT ROOF FRAMING "@2" COLUMNS SUPPORT 3RD FLOOR FRAMING ROOF AT HEADERS AND DROP BEAMS KING/JACK STUD REQUIREMENTS - SP224 (1) KING & (1) JACK SP324 SP424 (3) 2X4 STUD PACK (4) 2X4 STUD PACK (2) KING & (1) JACK (2) KING & (2) JACK LEGEND FOR MULTIPLE LEVEL COLUMN CALL-OUTS (2-STORY) NOTE: WHERE ONLY ONE LEVEL IS BEING SHOWN BY A FRAMING PLAN, THE COLUMNS DO NOT HAVE AN "@" NOTATION AND ARE SIMPLY LOCATED IN THE ARCHITECTURAL BACKGROUND WALLS SHOWN, WHICH ARE BELOW THE FRAMING SHOWN ON THAT PLAN. SP524 (5) 2X4 STUD PACK (3) KING & (2) JACK SP526 (5) 2X6 STUD PACK (2) KING & (1) JACK (2) KING & (2) JACK (3) KING & (2) JACK XXXRE: SCHED. XXX BEAM SIZE SC2 - LEGEND COLUMN SIZE (TYPICAL EA. END UNLESS NOTED OTHER WISE. SC3 - COLUMN TYPE & SIZE (2) 2X4 STUD PACK SP624 (6) 2X4 STUD PACK (4) KING & (2) JACK SP226 (1) KING & (1) JACK(2) 2X6 STUD PACK SP626 (6) 2X6 STUD PACK (4) KING & (2) JACK INSTALL POST AS TRIMMER AND ADD (2) 2x KING SP528 (5) 2X8 STUD PACK (3) KING & (2) JACK SP428 (4) 2X8 STUD PACK (2) KING & (2) JACK SP328 (3) 2X8 STUD PACK (2) KING & (1) JACK SP228 (1) KING & (1) JACK(2) 2X8 STUD PACK SP628 (6) 2X8 STUD PACK (4) KING & (2) JACK RP88 8 X 8 REALPOST - PROVIDE COLUMN MATCHING & CONCENTRIC W/ COLUMN ABOVE. PACK UP ONLY COLUMN / STUDCOL.U.C. A . INSTALL POST AS TRIMMER AND ADD (2) 2x KING NOTES: 1. STUD PACKS SHALL MATCH WALL STUDS IN DEPTH, SPECIES, AND GRADE. 2. RE: STANDARDS FOR TYPICAL LOAD BEARING HEADER/BEAM SUPPORT DETAIL FOR MIN. STUD PACKS SIZES. IN NO CASE SHALL BEAMS, HEADERS, OR GIRDER TRUSSES BE SUPPORTED BY LESS THAN A DOUBLE STUB PACK. 3. SHEATHING SHALL BE NAILED TO ALL COLUMNS LOCATED WITHIN A WALL. 4. ORIENT COLUMN AS REQUIRED TO MATCH WALL WIDTH. STUD PACKS MUST BE ORIENTED SUCH THAT THE 2X ENDS WILL HAVE SHEATHING NAILED INTO THEM. 5. EXTEND FLUSH BEAMS FULLY OVER ENTIRE COLUMN; EXTEND HEADERS AND AND DROP BEAMS FULLY ONTO JACK STUDS/POST. 6. SEE TYPICAL DETAILS FOR STUD PACK NAILING DETAIL. 7. WHERE OPENINGS OCCUR AT AN EXTERIOR WALL, THE STUD PACK SIZE SHALL BE EQUAL TO THE NUMBER OF STUDS REQUIRED TO COVER HALF OF THE OPENING'S SPAN BASED SCHEDULED WALL STUD SPACING. U.N.O. IN PLAN. 8. ALL STANDALONE POSTS TO HAVE CAPS, STRAPS, AND BASES AS PER TYPICAL STANDALONE POST DETAILS ON THE STANDARDS. 9. COLUMN MATERIAL OR GRADE MAY NOT BE CHANGED WITHOUT PRIOR APPROVAL FROM E.O.R. 10. AT FLUSH BEAM LOCATIONS, INSTALL ALL OF THE POST OR STUD PACK PLYS UNDER THE BEAM. 11. ALL COLUMNS PRESENT AT ROOF OR ANY OTHER LEVEL MUST CONTINUE DOWN THROUGH ALL FRAMING LEVELS BELOW, IN ADDITION TO ANY COLUMN CALLOUTS SHOWN. 12. COLUMN SIZES ARE TYPICALLY SHOWN ONLY ON ONE END OF HEADERS / BEAMS. COLUMN SIZE SHALL BE THE SAME AT OPPOSITE END U.N.O. 13. REALPOST TO BE SPF#2 MANUFACTURED BY WOODTONE & INSTALLED IN ACCORDANCE W/ THEIR RECOMMENDATIONS. 14. REFERENCE LUMBER SPECIFICATIONS FOR REQUIRED DESIGN VALUES FOR LUMBER, PARALLAM (PSL) AND GLULAM (GL) COLUMNS. INSTALL POST AS TRIMMER AND ADD (2) 2x KING INSTALL POST AS TRIMMER AND ADD (2) 2x KING INSTALL POST AS TRIMMER AND ADD (2) 2x KING INSTALL POST AS TRIMMER AND ADD (2) 2x KING INSTALL POST AS TRIMMER AND ADD (2) 2x KING PC88 INSTALL POST AS TRIMMER AND ADD (2) 2x KING INSTALL POST AS TRIMMER AND ADD (2) 2x KING TBD TBD TBD U.N.O. IN PLAN 3 1 2" X 3 1 2" PSL OR GL 3 1 2" X 5 1 4" PSL OR GL 3 1 2" X 7" PSL OR GL 5 1 4" X 5 1 4" PSL OR GL 5 1 4" X 7" PSL OR GL 7" X 7" PSL OR GL FOUNDATION 2ND FLOOR 3RD FLOOR 4TH FLOOR"@4" COLUMNS SUPPORT ROOF FRAMING "@3" COLUMNS SUPPORT 4TH FLOOR FRAMING "@2" COLUMNS SUPPORT 3RD FLOOR FRAMING "@1" COLUMNS SUPPORT 2ND FLOOR FRAMING ROOF LEGEND FOR MULTIPLE LEVEL COLUMN CALL-OUTS (4-STORY) NOTE: WHERE ONLY ONE LEVEL IS BEING SHOWN BY A FRAMING PLAN, THE COLUMNS DO NOT HAVE AN "@" NOTATION AND ARE SIMPLY LOCATED IN THE ARCHITECTURAL BACKGROUND WALLS SHOWN, WHICH ARE BELOW THE FRAMING SHOWN ON THAT PLAN. COLUMN / STUD OR PODIUM FLOOR FRAMING NOTES 1. THE BACKGROUND SHOWN IS THE FLOOR BELOW IN ORDER TO SHOW THE BEARING WALLS REQUIRED TO SUPPORT THE REFERENCED FLOOR FRAMING. 2. GENERAL FLOOR FRAMING IS SHOWN ON THE MAIN FLOOR FRAMING SHEETS. FRAMING FOR REPETITIVE OR COMPLICATED FRAMING AREAS SUCH AS UNITS OR PUBLIC ROOMS IS SHOWN ON THE UNIT FRAMING SHEETS AS REFERENCED BY UNIT FRAMING TAGS. 3. ALL INTERMEDIATE STAIR LANDINGS ARE LOCATED BETWEEN THE REFERENCED FLOOR FRAMING AND THE FLOOR BELOW. 4. 2x6 STRONGBACKS SHALL BE USED ON ALL TRUSSES WITH SPANS LONGER THAN 10'-0" SEE STANDARD FRAMING DETAILS FOR STRONGBACK REQUIREMENTS. 5. THE STABILITY OF THE FLOOR WILL NOT BE ACHIEVED UNTIL THE DECKING HAS PROPERLY BEEN INSTALLED AND FASTENED TO THE TRUSSES IN ACCORDANCE WITH THE DECKING NAILING SCHEDULE SHOWN BELOW. 6. SHEAR BLOCKING AND DRAG TRUSSES MUST BE PROVIDED BY TRUSS MANUFACTURER ABOVE SHEARWALLS. SEE THE ASSOCIATED SCHEDULE AND DETAILS ON THE STANDARD FRAMING DETAILS SHEET. 7. ALL TRUSSES SHOWN ON UNIT FRAMING PLANS ARE FT-1 @24" O.C. U.N.O. AND ALL TRUSSES SHOWN ON MAIN FLOOR FRAMING PLANS ARE CT-1 @24" O.C. U.N.O. SEE TRUSS LOADING SCHEDULE FOR FURTHER INFORMATION. 8. TRUSS LOCATIONS ARE REPRESENTATIVE BASED ON SPAN AND SPACING. FRAME TRUSSES AROUND PLENUMS WHERE NECESSARY. TRUSS SPACING NOT TO EXCEED SPACING SHOWN ON PLANS. RE: MEP FOR PLENUM LOCATIONS. 9. BEARING WALLS ARE INDICATED IN PLAN WITH THE FOLLOWING HATCH: . ALL EXTERIOR WALLS REGARDLESS OF HATCHING AND ALL LOAD BEARING INTERIOR WALLS SHALL BE CONSTRUCTED PER THE LOAD BEARING STUD WALL SCHEDULE. ALL SHEAR WALLS NOT MARKED AS LOAD-BEARING SHALL BE CONSTRUCTED AT A MINIMUM WITH 2x4 @ 16" O.C. UNIT FRAMING REFERENCE LEGEND A2 A1 S0-4 UNIT ABOVE (NOT SHOWN) UNIT BACKGROUND SHOWN UNIT FRAMING SHEET SERIES NOTE: VERIFY ALL UNIT LOCATIONS AND ORIENTATIONS WITH ARCHITECTURAL DRAWINGS STEEL FRAMING LEGEND W18 X 46 (+18) (24K)(24K) AISC SHAPE UNFACTORED END REACTION TOP OF STEEL RELATIVE TO PLATE HEIGHT OF TYPICAL WOOD WALLS IN SAME AREA (+18" U.N.O.) SUPPORTING BEAM NOTE: ALL SIZES AND REACTIONS SHOWN HERE ARE FOR GRAPHIC SAMPLE PURPOSES ONLY, REFER TO PLAN FOR PROJECT RELEVANT INFORMATION. SC1 STEEL COL, RE: SCHED XXXLL / XXXDL TRANSFER TRUSS LEGEND /SEC. A A2x BLOCKING AS REQUIRED (2) 2x8 U.W.A. W/ HU28-2 (MAX) AT EA. END (NOT SHOWN ON PLAN), ONLY REQUIRED AT TRUSS SPACINGS GREATER THAN 16" O.C. SEC. A / AXXXL L / X XXDLPLAN VIEW NOTES: 1. DESIGN TRUSSES FOR POINT LOAD AND/OR LINE LOAD TRIBUTARY IN ADDITION TO SCHEDULED LOADS. 2. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO SUPPORT LOADS SHOWN ON PLAN. 3. TRUSS MANUFACTURER MAY ADJUST SPACING OR PROVIDE BEAMS IF REQUESTED AND APPROVED BY ENGINEER OF RECORD. 4. TRUSS MANUFACTURER SHALL NOTIFY ENGINEER OF RECORD DURING BIDDING IF TRUSSES ARE NOT ABLE TO BE DESIGNED AS SHOWN. 5. TRUSSES USED AS TRANSFER ELEMENTS UNDER POINT LOADS SHALL BEAR ON SP224 OR SP226 MIN. U.N.O. ON PLAN. LIVE LOAD POINT LOAD (LBS) DEAD LOAD POINT LOAD (LBS) PROVIDE TRUSS UNDER EACH POINT LOAD ( NOT SHOWN IN PLAN) DEAD LOAD LINE LOAD (PLF) LIVE LOAD LINE LOAD (PLF)SPAN DIRECTIONSTUD PACK / COLUMN UP OUTLINE OF WALL ABOVE PROVIDE QUADRUPLE SYP OR DFL VERTICALS IN TRUSS FOR BLOCKING CONNECTION AT TRUSS SPACINGS GREATER THAN 16" O.C. BEAM & HEADER SCHEDULE MARK 226 228 2210 2212 326 328 3210 3212 410 2~2x6 2~2x8 2~2x10 2~2x12 3 1 2" x 9 1 4 " PSL OR GL 3 1 2" x 11 7 8 " PSL OR GL 3 1 2" x 14" PSL OR GL 3 1 2" x 16" PSL OR GL 3 1 2 " x 18" PSL OR GL 5 1 4" x 9 1 4 " PSL OR GL 412 414 5 1 4 " x 117 8 " PSL OR GL 5 1 4" x 14" PSL OR GL 416 418 5 1 4 " x 16" PSL OR GL 610 612 5 1 4 " x 18" PSL OR GL 614 7" x 11 7 8" PSL OR GL 616 7" x 14" PSL OR GL 618 7" x 16" PSL OR GL 712 7" x 18" PSL OR GL PLAN LEGEND 3~2x8 3~2x10 3~2x12 3~2x6 714 716 718 SIZE SIZEMARK - HEADER OR DROP BEAM - FLUSH BEAM 3 1 2" x 7 1 4" PSL OR GL 48 5 1 2" x 7 1 4" PSL OR GL68 7" x 9 1 4" PSL OR GL710 NOTES: 1. CONVENTIONAL HEADERS SHALL HAVE FULL SIZE 1/2" PLYWOOD FLITCHES BETWEEN EACH PLY WHEN FRAMED INTO WALLS. 2. TRUSS MANUFACTURER MAY SUBSTITUTE BEAMS WITH DESIGN COMPONENTS. 3. SEE MULTI-PLY CONVENTIONAL LUMBER BEAM CONNECTION SCHEDULE FOR BUILT BEAM CONSTRUCTION. DO NOT SPLICE PLYS. 4. BEAM MATERIAL AND GRADE MAY NOT BE CHANGED WITHOUT PRIOR APPROVAL FROM E.O.R. 5. RE: LUMBER SPECIFICATIONS FOR REQUIRED DESIGN VALUES FOR LUMBER, PARALLAM (PSL) AND GLULAM (GL) BEAMS. 6. BEAMS SHALL BE SUPPORTED BY STUD PACKS THAT MATCH THE BEAM WIDTH U.N.O. IN NO CASE SHALL THE BEAM BEARING LENGTH BE LESS THAN 3 1/2". 7. ALL HEADERS AND BEAMS ARE 228 & 326 FOR 2X4 & 2X6 WALLS RESPECTIVELY U.N.O. ROOF FRAMING NOTES 1. BACKGROUND SHOWN IS THE ARCHITECTURAL BACKGROUND OF THE FLOOR BELOW. 2. TOP CHORD TRUSS SLOPES ARE SHOWN ON THE ARCHITECTURAL ROOF PLANS. 3. TRUSS FRAMING SHOWN SHALL NOT BE MODIFIED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4. TRUSS BEARING POINTS SHALL OCCUR ON BEARING WALLS INDICATED ON THE PLAN. 5. ROOF AREAS WITH CROSS SLOPES AND DORMERS MUST BE OVERFRAMED WITH TRUSSES, OR BUILT INTO THE MAIN TRUSSES. 6. INDICATES ROOF TRUSS SPAN DIRECTION. 7. THE BEARING POINTS OF EACH ROOF TRUSS, RAFTER, AND ROOF SUPPORTING BEAM SHALL BE SECURED AT ALL TRUSS BEARING LOCATIONS WITH HARDWARE PER THE ROOF FRAMING UPLIFT HARDWARE SCHEDULE IN ADDITION TO STANDARD BCSI-B8 TOE-NAILING. 8. THE ROOF DECKING THICKNESS AND PROPERTIES ARE NOTED IN THE DECKING AND SHEATHING SPECIFICATIONS AND ATTACHMENT IS NOTED IN THE DECKING ATTACHMENT SCHEDULE. 9. CONTINUOUS LATERAL BRACING (CLB) SHALL BE ATTACHED TO THE INSIDE FACE OF THE TOP AND BOTTOM CHORDS AND SHALL BE 2x4 STUD GRADE DFL SPACED AT 10 FEET ON CENTER. CLB SHALL BE ATTACHED TO EACH TRUSS WITH 2~16D COMMON NAILS. 10. PERMANENT BRACING (PB) SHALL BE 2x4 STUD GRADE DFL ATTACHED TO THE INSIDE FACE OF THE TOP AND BOTTOM CHORDS AND SHALL SPAN DIAGONALLY IN A HORIZONTAL PLANE ACROSS 6 TRUSSES, IF POSSIBLE, AS SHOWN ON PLAN. PB SHALL BE ATTACHED TO EACH TRUSS WITH 2~16D COMMON NAILS. 11. PERMANENT WEB BRACING (PWB) SHALL BE 2X4 STUD GRADE DFL ATTACHED TO TRUSS WEBS GREATER THAN 10 FEET IN LENGTH AND/OR THOSE REQUIRING BRACING PER TRUSS MANUFACTURER AND SHALL SPAN DIAGONAL IN A VERTICAL PLANE ACROSS 6 TRUSSES, IF POSSIBLE, AS AN 'X'-BRACE. PWB SHALL BE ATTACHED TO EACH TRUSS WEB WITH 2~16D COMMON NAILS AND REPEATED EVERY 20 FEET. CLB MEMBERS SHALL ALSO BE APPLIED TO THESE WEBS THROUGHOUT THE LENGTH OF THE BUILDING. 12. THE STABILITY OF THE ROOF SYSTEM IS NOT ACHIEVED UNTIL ALL REQUIRED BRACING IS INSTALLED AND THE ROOF DECKING HAS BEEN FASTENED TO THE TRUSSES. RE: SPECS AND STANDARDS FOR ROOF BRACING. 13. PROVIDE A STUD PACK BELOW ALL GIRDER TRUSSES MATCHING THE WIDTH OF THE GIRDER TRUSS. MATCH STUD PACK AT ALL FLOORS BELOW U.N.O. IN PLAN. 14. ALL ROOF TRUSSES ARE RT-1 @ 24" O.C. U.N.O. EXCEPT UNDER MECHANICAL UNITS, PLATFORM AREAS, OR WALKWAYS WHICH ARE RT-2 @ 24" O.C. U.N.O. PER TRUSS LOADING SCHEDULE. 15. ROOF DRAG TRUSS (DT) ARE REQUIRED ABOVE ALL SHEARWALLS PARALLEL TO ROOF TRUSSES. (RE: STANDARD DETAILS FOR DRAG TRUSS CONNECTION DETAIL). 16. COORDINATE WITH ARCH. AND MEP FOR ALL CONDITIONS REQUIRING MODIFICATIONS TO THE TRUSS LAYOUTS AND DESIGN, INCLUDING, BUT NOT LIMITED TO, ROOF AND ATTIC ACCESSES. MECHANICAL AREAS, WALKWAYS, DUCTS, AND BOTTOM CHORD POP-UPS. 17. BEARING WALLS ARE INDICATED IN PLAN WITH THE FOLLOWING HATCH: . ALL EXTERIOR WALLS REGARDLESS OF HATCHING AND ALL LOAD BEARING INTERIOR WALLS SHALL BE CONSTRUCTED PER THE LOAD BEARING STUD WALL SCHEDULE. ALL SHEAR WALLS NOT MARKED AS LOAD-BEARING SHALL BE CONSTRUCTED AT A MINIMUM WITH 2x4 @ 16" O.C. H2.5A 535# 2,250# 6,400# (2) VGT HDU11 8,030# - - S3 S5 - - H3 H4 - - HDU8 HDU11 (2) H2.5A 1,070# - -- (2) HTS16 3,555# S2 -VGT 5,170# S3 H2(2) VGT ROOF FRAMING UPLIFT HARDWARE SCHEDULE UPLIFT REACTION (MAX) SIMPSON HARDWARE COMPANION HARDWARE W/ ROD PER SIMPSON STRAPPING @ ALL FLOORS HOLDOWN @ FOUNDATION HTT4 HTT4 HARDWARE REQUIRED FOR TYPICAL CONDITIONS, U.N.O MINIMUM HARDWARE FOR TRUSSES, RAFTERS AND OUTLOOKERS MIN. HARDWARE FOR SINGLE PLY GIRDER TRUSSES AND ROOF SUPPORTING BEAMS MINIMUM HARDWARE FOR MULTI PLY GIRDER TRUSSES STUD PACK PLYS (MIN) 1 3 4 2 2 TRUSS PLYS (MIN) 1 1 1 1 1 3 4 2 2 NOTES: 1. UPLIFT REACTIONS FOR ALL TRUSSES TO BE DETERMINED BY TRUSS MANUFACTURER & LISTED ON THEIR DESIGN DRAWINGS. FRAMER MUST INSTALL THE HARDWARE SCHEDULED ABOVE BASED ON THESE UPLIFTS. ALTERNATIVE CLIPPING TO THOSE NOTED, OR ROD SYSTEMS, MAY BE USED PROVIDED THE CLIPPING/ROD CAPACITY MEETS OR EXCEEDS THE UPLIFT DEMAND. 2. HARDWARE SHOWN IN NOTES COLUMN IS ONLY A MINIMUM, THE FRAMER SHOULD BUDGET A CONTINGENCY AMOUNT FOR ADDITIONAL CLIPPING, STRAPS, AND HOLDOWNS THAT MAY BE REQUIRED BASED ON THE ACTUAL UPLIFTS PROVIDED BY THE TRUSS MANUFACTURER ON THEIR SHOP DRAWINGS USING THE ABOVE HARDWARE SCHEDULE. 3. CONTACT EOR FOR TRUSS CONDITIONS OR UPLIFT REACTIONS NOT ADDRESSED BY THE ABOVE SCHEDULE. 4. ALL REACTIONS NOTED ABOVE ARE BASED ON HARDWARE CAPACITIES INTO HF/SPF AND MAY BE INCREASED FOR DF/SYP WHERE APPLICABLE PROVIDED ALL COMPONENTS INCLUDING STUDS, PLATES, AND TRUSS MEMBERS ARE DFL/SYP. 5. H2.5A CLIPS MAY BE SUBSTITUTED WITH MTS12 1:1 OR WITH SDWC15600 TRUSS SCREWS 1:1 FOR SYP/DF ONLY OR 2:1 FOR SPF/HF. NOTE THAT THESE ALTERNATES ARE NECESSARY AT CONDITIONS WHERE TRUSSES ARE NOT PERPENDICULAR TO THE SUPPORT. (MTS12 MAY BE FIELD BENT ONE TIME UP TO 45 DEGREES.) 6. AT SKEWED CONDITIONS THE (2) HTS16 MAY BE FIELD BENT ONE TIME UP TO 45 DEGREES FOR A REDUCED COMBINED CAPACITY OF 2210# SYP/DF AND 1900# FOR SPF/HF. 7. IN ALL INSTANCES, SDWC15600 TRUSS SCREWS MAY BE INSTALLED AS A SUPPLEMENT TO THE HARDWARE NOTED TO INCREASE THE UPLIFT CAPACITY 485#s PER SCREW. 8. NOTE THAT GIRDER TRUSSES ARE TRUSSES SUPPORTING ANY OTHER TRUSSES OR THOSE LOCATED UNDER A PARALLEL WALL. 9. INSTALL HTT4 WITH 0.162" x 2 1 2" NAILS MIN. ALL OTHER HARDWARE TO BE INSTALLED AS REQUIRED BY SIMPSON TO ACHIEVE MAXIMUM CAPACITY. 10. TRUSS AND STUD PACK PLY COUNTS SHOWN ABOVE ARE THE MINIMUM PER UPLIFT HARDWARE REQUIREMENTS ONLY. SEE FRAMING PLANS AND NOTES, AS WELL AS TRUSS SHOPS, FOR MINIMUMS PLY COUNTS BASED ON TOTAL LOADING, WHICH TYPICALLY WILL GOVERN. MULTI-PLY CONVENTIONAL LUMBER BEAM CONNECTION SCHEDULE BEAM WIDTH NOTES: 1. ALL SIDE LOAD HANGERS TO USE 3" MINIMUM LENGTH FASTENERS INTO CONVENTIONAL SUPPORTING BEAMS. 2-PLY BEAMS DO NOT REQUIRE ADDITIONAL FASTENERS AT CONCENTRATED LOADS. 2. VALUES SHOWN ARE FOR 12X SYP OR DFL LUMBER, INCLUDING FRT WITH NAILING EXCEPTIONS WHERE SHOWN. 3. STAGGER LOCATION OF FASTENERS ON OPPOSING SIDES OF BEAMS. 4. SDS SCREWS TO BE MANUFACTURED BY SIMPSON STRONG-TIE AND BE 3" LONG, EXCEPT 4-PLY&5-PLY ASSEMBLIES WHICH REQUIRE 4-1/2" & 6" LONG SCREWS, RESPECTIVELY. 6" MIN END OF BEAM CLEARANCE REQUIRED. 5. 4-PLY & 5-PLY BEAMS MAY ONLY BE SIDE-LOADED WHEN LOADS ARE APPLIED TO BOTH SIDES EXCEPT FOR THROUGH-BOLTED STEEL STRINGER CONNECTIONS 6. PLYS MAY NO BE SPLICED AT ANY POINT IN SINGLE OR MULTI-SPAN BEAMS. FASTENING REQUIREMENTS FOR TOP-LOADED BEAMS (MINIMUM FOR ALL BEAMS) FASTENING REQUIREMENTS FOR UNIFORM SIDE-LOADED BEAMS BEAM WIDTH 0.131"X3" NAIL SPACING (PER ROW, PER SIDE) SDS SCREW SPACING (PER ROW, PER SIDE) REQUIRED FASTENER LOCATIONS 4" O.C. ONE SIDE 2-PLY SDS SCREW SPACING (PER ROW, PER SIDE) 0.131"X3" NAIL SPACING (PER ROW, PER SIDE) 24" O.C.12" O.C. REQUIRED FASTENER LOCATIONS ONE SIDE 2-PLY 24" O.C.12" O.C. BOTH SIDES 3-PLY 24" O.C.N/A BOTH SIDES 4-PLY & 5-PLY BOTH SIDES 3-PLY BOTH SIDES FASTENING REQUIREMENTS FOR CONCENTRATED SIDE-LOADED BEAMS BEAM WIDTH # OF 0.131"X3" NAILS (PER SIDE, NON-FRT/FRT) # OF SDS SCREWS (PER SIDE, NON-FRT/FRT) 32 / 40 6 / 6 12 / 14ONE SIDE (BACK) 3-PLY 4 / 6 8 / 10BOTH SIDES 4-PLY N/A 4 / 6 10 / 12BOTH SIDES 5-PLY FASTENER LOCATION SCHEMATIC FOR TOP-LOADED AND UNIFORM SIDE-LOADED CONDITIONS 2" 2"2"2"2" 2"2-PLY 3-PLY 4-PLY 2" 2"(2) ROWS OF SCHEDULED FASTENERS 2"2"EQUALLY SPACED, 1 1 2" MIN. 2", TYP. FASTENER LOCATION SCHEMATIC FOR CONCENTRATED SIDE-LOADED CONDITIONS REPEAT INSTALLATION OF SCHEDULED FASTENERS ON BACK SIDE (WHERE SCHEDULE CALLS FOR "BOTH SIDES". INSTALL ONLY ON BACK SIDE WHERE SCHEDULE CALLS FOR "ONE SIDE".) SCHEDULED FASTENERS, HALF EA. SIDE OF CONCENTRATED LOAD EXCEPT WHERE BEAM LENGTH PREVENTS THIS. (IN NO CASE IS LESS THAN THE TOTAL NUMBER OF SCHEDULED FASTENERS PERMITTED.) 2" AT TOP & BOTTOM 4-PLY & 5-PLY 4" O.C. N/A 12" O.C. 12" O.C. 12" O.C. 2X6 & 2X8 BEAMS 2X10 & 2X12 BEAMS 2X6 & 2X8 BEAMS 2X10 & 2X12 BEAMS 14 / 18 N/A N/A N/A (5-PLY SIMILAR) REQUIRED FASTENER LOCATIONS WHEN NAILING, PROVIDE AN ADDITIONAL FASTENER AT MID-DEPTH AT ENDS a = 10% OF THE LEAST HORIZONTAL DIMENSION OR 0.4h, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET 2 2 3 3 5 5 4 4 OPP. SIDE SIMILAR 1 2 2 2 4 1 2 2 22 3 3 3 4 4 5 5 5 FLAT ROOF θ < 10 DEG MONOSLOPE ROOF a 2a aa a4a2a a h = MEAN ROOF HEIGHT, IN FEET, EXCEPT THE EAVE HEIGHT SHALL BE USED FOR ROOF ANGLES < 10° 1 22 3 3 5 5 2 3 3 3 3 4 5 5 5 5 3 5 GABLE ROOF2a a2a a2a a COMPONENT & CLADDING WIND PRESSURE ZONE SCHEMATIC (ASCE 7-10) STANDARD WOOD FRAMING NOTES AND SCHEDULES NTS S0-2B SHEET NUMBER NORTH END APARMENTS SMOKY ROW ROAD & U.S. 31 CARMEL,IN ISSUE DATE ISSUE TITLE SHEET TITLE DRAWING SCALE PROJECT NUMBER PROJECT NAME & LOCATION 609.003.20H CAD / ENG The words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already becauscree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obedienin the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the sheep. All who ever came before me were thieves and robbers, but the sheep did not listen to them. I am the gate; whoever enters through me will be saved. He will come in and go out, and find pasture. The thief comes only to steal and kill and destroy; I have come that they may have life, and have it to the full. (John 10: 7-10, NIV) Jesus answered, "I am the way and the truth and the life. No one comes to the Father except through me." (John 14:6, NIV) These bible verses reflect Integrity Structural Co CONSTRUCTION@ INTEGRITYSTRUCTURAL.COM 12777 JONES RD., STE 388 HOUSTON, TX 77070 281 894 7099 2020.10.26 DESIGN DEVELOPMENT DZ / MD 2020.12.04 PERMIT SET DZ / MD 2021.01.15 BID DOCUMENTS DZ / MD 04/15/22