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Home My WebLink AboutS0-5B-STANDARD WOOD FRAMING DETAILSTOP OF PLATEDECKING SHEARWALL, RE: PLAN DRAG TRUSS BOUNDARY NAILING PER DECKING ATTACH SCHED.FLOOR TRUSS DEPTH(DRAG TRUSS)ATTACHMENT PER SILL & SOLE PLATE NAILING REQUIREMENTS FOR WALL BELOW 10 FLOOR SHEAR DRAG TRUSS REQ'D WHERE THERE IS NO WALL ABOVE FLOOR TRUSS DEPTHFLOOR DECKING SHEARWALL, RE: PLAN FLOOR TRUSS CONTINUOUS SHEAR TRUSS BLOCKING ATTACHMENT PER SILL & SOLE PLATE NAILING REQUIREMENTS FOR WALL BELOW BOUNDARY NAILING PER DECKING ATTACH SCHED. CONT. CMST14 STRAP 11 FLOOR SHEAR BLOCKING REQ'D WHERE THERE IS NO WALL ABOVETOP OF PLATESHEARWALLS FLOOR TRUSS 2-2X BEARING PLATES SHEARWALL SILL PLATE NAILING TO BE ABOVE RIBBON 2X4 BLOCKING BETWEEN TRUSSES, NAIL TO TOP PLATE PER SILL PLATE NAILING SCHEDULE FOR SHEARWALL BELOW CONT. BOUNDARY NAILING AS PER SCHEDULE FOR SHEARWALL BELOW OSB PANEL FULL DEPTH OF FLOOR TRUSS, ORIENTED HORIZONTAL. NAIL TO EACH TRUSS END @ 6" O.C. IN ADDITION TO BOUNDARY NAILING 13 ALTERNATE FOR SHEAR BLOCKING AT EXTERIOR OSBTOP OF PLATEGAP W/SPLICE EA. FLOOR TYPICAL FLOORS 8 OPTIONAL EXTERIOR WALL FLOOR CAVITY SHEATHING GAPTOP OF PLATERIBBON BLOCKING (WHERE REQUIRED BY FRAMER TO PREVENT BUCKLING DUE TO WOOD SHRINKAGE. MAY NOT BE USED W/ LAPPED PLYWOOD DESIGNS.)TRUSS DEPTHRE. SCHEDULEPROVIDE CB-1 UNDER ROOF LOAD BEARING WALL, EVEN IF WALL IS NON-LOAD BEARING AT FLOORS BELOW. CB-1 TRUSSES SHALL BE DESIGNED W/SAME LOADING PARAMETERS AS FT-1 TRUSSES. 9 TYPICAL CONTINUOUS BEARING TRUSS (CB-1) DETAILTOP OF PLATETOP OF PLATEFLOOR TRUSS TEMPORARY EXPANSION JOINT @ 80' INTERVALS STUDSTUD AFTER BUILDING IS " CLOSED IN", NAIL FLOOR DECKING AND FILL EXPANSION JOINT WITH WOOD STRIP OR NON-SHRINK GROUT (PROVIDE 1 8" SPACING AT PANEL ENDS AND EDGES. FLOOR DECKING SILL PLATE 34" 12" GAP IN WALL BOTTOM PLATES CROSSING EXPANSION JOINT NOTE 1: INSTALL BOTTOM FILLER PLATE AND SILL SPLICE PLATE AFTER NAILING FLOOR DECKING WHEN BUILDING IS "CLOSED IN". NOTE 1 15 TEMPORARY EXPANSION JOINT FOR FLOOR DECKS 3~16D OR 5~0.131"X3" NAILS 3~16D OR 5~0.131"X3" NAILS PROVIDE 2X4 SCAB ON EACH SIDE OF FLOOR TRUSS WHEN NECESSARY. ATTACH W/ 2~16D OR 3~0.131"X3" NAILS TOP & BOTTOM AT SPANS GREATER THAN 10', BUT LESS THAN 18', PROVIDE A 2X6 STRONGBACK AT MID-SPAN. AT SPANS GREATER THAN 18' PROVIDE A 2X8 STRONGBACK AT ALL THREE QUARTER POINTS OF THE SPAN. LOCATE STRONGBACKS DIRECTLY ABOVE BOTTOM CHORD AND CONTINUE INTO ALL EXTERIOR OR INTERIOR WALLS AT TRUSS DIRECTION CHANGES AND ATTACH TO LADDER TRUSS AS SHOWN IN DETAILS. OVERLAP STRONGBACK SPLICES 4'-0" MINIMUM NAILED WITH 12~16D OR 18~0.131"X3" NAILS SPACED EVENLY NAIL STRONGBACK TO VERTICAL WEB MEMBERS BOTTOM FLUSH TO BOTTOM CHORD. 14 TYPICAL FLOOR TRUSS STRONGBACK DETAIL 5~0.131"x3" NAILS LADDER TRUSS 4 TYPICAL ROOF DRAG TRUSS CONNECTION DETAILTOP OF PLATESHEARWALL TYPE A35 SPACING FASTEN MASTER NLB SPACING NOTES: 1. (2) CLIPS/FASTENERS MIN. PER SHEARWALL WITHIN 24" OF WALL ENDS. 2. FOR DOUBLE SIDED SHEARWALLS (INCLUDING PARTY WALL SHEARWALLS SHARING A DRAG TRUSS) CUT THE SCHEDULED SPACING IN HALF. 3. FRT FRAMING REQUIRES CLIPS/FASTENERS AT 0.9X THE SCHEDULED SPACING. 4. AT NON- LOAD BEARING CONDITIONS WITH NLB FASTENERS A 3/4" MAX. GAP IS PERMISSIBLE BETWEEN THE TOP PLATE AND TRUSS (NOT SHOWN IN DETAIL). 5. 1 1/4" MIN. NLB FASTENER TRUSS PENETRATION. 34" O.C. 60" O.C. 39" O.C. 19" O.C. 13" O.C. 10" O.C. 8" O.C. 7" O.C. 11" O.C. 19" O.C. 13" O.C. 6" O.C. 4" O.C. N / A N / A N / A G1b G2, G3 G4b, G5b W1 W3 W5 W7 W9 SHEARWALL ROOF TRUSS BOUNDARY NAILING RE: DECKING ATTACHMENT SCHEDULE TRUSS ATTACHMENT RE: SCHEDULE (CLIP SHOWN, NLB FASTENER SIMILAR) ROOF DRAG TRUSS REQUIRED ABOVE ALL PARALLEL SHEARWALLS, DESIGNED BY MANUF. FOR THE TOTAL SHEAR CAPACITY OF THE SHEARWALLS IT IS ABOVE (SEE SHEARWALL SHEATHING SCHEDULE ON PLANS) 2x4 BLOCKING @ 6'-0" O.C. EACH SIDE ROOF DECKING ROOF DRAG TRUSS FASTENING SCHEDULE 5 TYPICAL OFFSET ROOF DRAG TRUSS CONNECTION DETAILTOP OF PLATE2" MIN. 11 1/4" MAX. (2x12) 2X INTERIOR SHEARWALL OFFSET FROM DRAG TRUSS ABOVE 0.131" x 3" NAILS SPACED SAME AS REQUIRED SOLE PLATE NAILING BOUNDARY NAILING RE: DECKING ATTACHMENT SCHEDULE ROOF DRAG TRUSS REQUIRED ABOVE ALL PARALLEL SHEARWALLS, DESIGNED BY MANUF. FOR THE TOTAL SHEAR CAPACITY OF THE SHEARWALLS IT IS ABOVE (SEE SHEARWALL SHEATHING SCHEDULE ON PLANS) ROOF TRUSSES, TYP SHEATHING RE SCHED. 2X4 DIAGONAL BRACE @ APPX 45 DEGREES, ALTERNATE DIRECTION ROOF DECKING TOP OF PLATEH2.5A 4~16D NAILS OR 6~0.131X3" NAILS, TYP 2~16D NAILS OR 3~0.131X3" NAILS TYP. SHEARWALL NAILING, RE PLAN CONTINUOUSLY REPEAT EXAMPLE TRUSS BRACE INSTALLATION SHOWN ABOVE ALONG ENTIRE LENGTH OF ALL PERPENDICULAR SHEARWALLS 2X4 BLOCKING, TYP H2A 4~16D NAILS OR 6~0.131X3" NAILS. TYP 2~16D OR 3~0.131"X3" END NAILS, OTHERWISE: 3~16D OR 4~0.131"X3" TOENAILS, TYP 2X6 BLOCKING, TOENAIL TO TOP PLATE W/ 16D @4" O.C. OR 0.131X3" @3" O.C. 2~16D NAILS OR 3~0.131X3" NAILS, TYP 7 TYPICAL TRUSS BRACING AT PERPENDICULAR SHEARWALLS BOTTOM CHORD CLB10'-0" MAX. FOR 30' OR LESS 8'-0" MAX. FOR 45' OR LESS 6'-0" MAX. FOR 60' OR LESS ROOF DECKING BOTTOM CHORD TOP CHORD ROOF TRUSS WEB MEMBER NOTE: ONLY ONE PWB IS SHOWN FOR CLARITY. PWB SHALL BE INSTALLED ON ALL WEBS GREATER THAN 10'-0" IN LENGTH PROVIDED BY TRUSS MANUF. FOR FULL BRACING REQUIREMENTS) PERMANENT WEB BRACING, AT EVERY 10 TRUSS SPACES. PERMANENT WEB BRACING (CLB) TOP CHORD CLB (MAY BE INSTALLED ABOVE) DIAGONAL BRACES, AT EVERY 10 TRUSS SPACES, TYP. WEB MEMBER 1 TYPICAL GABLE ROOF TRUSS BRACING DETAIL (REFER TO BCSI, BUILDING CODE SAFETY INFORMATION, BRACING DETAILS 3 TYPICAL NON BEARING WALL TO TRUSS CONNECTION DETAILSAT BEARING WALLSTOP OF PLATEPARALLEL TRUSS CONDITION PERPENDICULAR TRUSS CONDITION NOTES: 1. INTERIOR WALLS ONLY. 2. WALLS TALLER THAN 10' TO HAVE FASTENER SPACINGS REDUCED TO 4" O.C. 3. 1 1/4" MIN. NLB FASTENER TRUSS PENETRATION. 4. WHEN USING NLB FASTENERS, GAPPING ABOVE NON-LOAD BEARING WALLS SHOULD ONLY BE USED AT THE DISCRETION OF THE CONTRACTOR AND BUILDING OFFICIAL AND TYPICALLY REQUIRES CONSIDERATION OF ASSOCIATED INSTALLATION REQUIREMENTS SUCH AS FLEXIBLE RC AND/OR DRYWALL CLIPS AT CEILING TO WALL INTERFACES. REFERENCE THE SBCA'S REPORT PARTITION SEPARATION PREVENTION AND SOLUTIONS FOR GUIDANCE. ROOF OR FLOOR TRUSS CHORD ORIENTATION MAY VARY DECKING (2) 0.131"x3" END NAILS TYPICAL GAP PERMITTED WITH FASTENMASTER NLB ONLY, (3/4" MAX.) ATTACH BLOCKING TO WALL WITH (2) 0.131"x3" NAILS OR (1) FASTENMASTER NLB CONNECTOR 2X NON LOAD-BEARING WALL ROOF OR FLOOR TRUSS CHORD ORIENTATION MAY VARY DECKING 2x4 BLOCKING @ 6'-0" O.C. MAX. ALONG WALL, (2 LOCATIONS MIN PER WALL WITHIN 24" OF WALL ENDS) 1X TOP PLY PERMITTED AT GAPPED CONDITIONS GAP PERMITTED WITH FASTENMASTER NLB ONLY, (3/4" MAX.) 2X NON LOAD-BEARING WALL 1X TOP PLY PERMITTED AT GAPPED CONDITIONS ATTACH TRUSSES TO WALL WITH (3) 0.131"x3" TOE NAILS OR (1) FASTENMASTER NLB CONNECTOR @ 6'-0" O.C. ALONG WALL, (2 LOCATIONS MIN PER WALL WITHIN 24" OF WALL ENDS) 10'-0" MAX. FOR 3X2 BRACES 5'-0" MAX FOR 4X2 BRACES TOP CHORD FLAT ROOF TRUSS TEMPORARY DIAGONAL BRACING @ EVERY 15 TRUSS SPACES. WEB MEMBER 2 STRONG BACKS @ 10'-0" O.C.RIBBON BOARD PER MANUFACTURER BOTTOM CHORD BOTTOM CHORD TOP CHORD RIBBON BOARD PER MANUFACTURER WEB MEMBER STRONG BACKS @ 10'-0" O.C. TEMPORARY TOP CHORD BRACING. LAP AT LEAST (2) TRUSS SPACES WHERE REQ'D. TEMPORARY TOP CHORD BRACING. LAP AT LEAST (2) TRUSS SPACES WHERE REQ'D. TEMPORARY DIAGONAL BRACING @ EVERY 15 TRUSS SPACES. TYPICAL FLAT ROOF TRUSS BRACING DETAIL (REFER TO BCSI, BUILDING COMPONENT SAFETY INFORMATION, BRACING DETAILS PROVIDED BY TRUSS MANUF. FOR FULL BRACING REQUIREMENTS) NOTE: ATTACHMENT SCHEME MUST BE VERIFIED WITH MEP ENGINEER AND MECHANICAL EQUIPMENT MANUF., ALTERNATIVE SCHEMES MUST BE SUBMITTED TO EOR FOR APPROVAL PRIOR TO INSTALLATION. 5 TYPICAL ROOF MECHANICAL UNIT DETAILS CONDENSING UNIT ATTACHMENT PER MANUF. RE:ARCH. ROOF MEMBRANE RE:ARCH.4X4 TREATED CROSS BEAM @ 48" O.C. MAX. ROOF TRUSS (2) SDWS SCREWS INTO EA.TRUSS @SLEEPER LOCATION ALONG EA. CROSS BEAM LINE, SIZE TO EMBED 2 1 2"INTO TRUSS, COUNTERSUNK IN 4X4 ROOF DECKING. RE:SPECS FOR DECKING REQUIREMENTS @CONDENSER UNIT 4X4 TREATED SLEEPERS ALIGNED W/ROOF TRUSS@48"O.C. MAX. RE:ARCH.FOR WATER PROOFING HOOK-EYE FASTENER PRE DRILLED AND SET IN SEALANT H2.5A CLIP @ EA. SLEEPER / CROSS BEAM INTERSECTION FLOOR TRUSS, ORIENTATION AND STAGGER MAY VARY WALL BELOW MAX 2 1/2" Ø PENETRATION THROUGH PANEL SINGLE PIECE OF 4-PLY. MIN 19/32" PLYWOOD ATTACHED W/ 0.148"X3" NAILS @ 2" O.C. ALONG ALL FOUR SIDES ONE 20" MIN., OR TWO 10" MIN., FIELD-BUILT BLOCK(S) MUST BE INSTALLED FOR EVERY SCHEDULED TRUSS SHEAR BLOCK NOT INSTALLED#2 SYP BLOCKING CONTINUOUS ON ALL FOUR PANEL EDGES W/ 0.148"X3" NAILS @ 2" O.C. NOTES: 1. OSB IS NOT PERMITTED. 2. AT PARALLEL CONDITIONS CONTINUE SHEAR WALL CONSTRUCTION UP THROUGH FLOOR CAVITY WHERE DRAG LADDER TRUSS IS NOT PROVIDED. 3. WALL PLATE MATERIAL MUST BE SYP. 12 FIELD-BUILT SHEAR BLOCK DETAIL SCALE: 3/4" = 1'-0" TOP VIEW 3'-0" MIN. PROVIDE (2) 2X12 FLATWISE BLOCKING BETWEEN TRUSSES AT POST ATTACHMENT LOCATIONS (2) SIMPSON HGA10 EA. END OF BLOCKING TYPICAL ROOF TOP A/C RACK CONNECTION DETAILS16 RTU RACK DESIGN & CONNECTION BY OTHERS 48" MAX. 24" MAX. ROOFING, RE: ARCH. ROOF DECKING, RE: SPECS. FOR DECKING REQUIREMENTS @ CONDENSER UNIT NAILING NOT SHOWN FOR CLARITY A-A DETAIL A-A PROVIDE 2X10 BLOCKING W/ (2) ROWS 0.131"X3" NAILS @ 6" O.C. ATTACHED TO TOP CHORD & WEB 2X SOLE PLATE FLOOR DECKING FLOOR TRUSS 2-2X BEARING PLATES LOAD BEARING WALL ABOVE TOP OF PLATELOAD BEARING WALL BELOW ADDITIONAL INTERSTITIAL CRIPPLE STUDS WHERE TRUSSES AND/OR STUDS ARE MISALIGNED BY MORE THAN 3" CLEAR DISTANCE (NOT REQUIRED AT HIGHEST LEVEL) 6 TYPICAL DETAIL FOR INTERSTITIAL FLOOR FRAMING AT COLUMNS 2X SOLE PLATE FLOOR DECKING FLOOR TRUSS 2-2X BEARING PLATES PROVIDE INTERSTITIAL CRIPPLE STUD PACK SIZED TO TO MATCH WIDTH OF COLUMN BELOW. STUD PACK / COLUMN ABOVE STUD PACK / COLUMN BELOW WHERE TRUSSES LAND UNDER COLUMN INSTALL CRIPPLE STUD ON EA SIDE OF TRUSS AS A MINIMUM, NAILED W/ 0.131"X3" @2" O.C. A. CRIPPLE STUD REQUIREMENTS AT SCHEDULED STUD LAYOUTS B. CRIPPLE STUD REQUIREMENTS AT STUD PACKS/COLUMNS 3" MAX W/O CRIPPLE SHOWN ALIGN TRUSS & STUD SPACING BETWEEN LEVELS @48" O.C. 3" MAX W/O CRIPPLE SHOWN STANDARD WOOD FRAMING DETAILS 3/4" = 1'-0" S0-5B 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