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Docu5ign Envelope ID 7DEF34D5-18DC-4FAO-A20A-5D4BOCC5DB12 <br />1 st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES d <br />M <br />. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > <br />BY BUILDER a) E <br />. UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, O <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING o <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. CD O <br />. REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />TRUSS LABELS & DIMENSIONS C <br />APEX <br />OVERFRAMING NOTES 0 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. Q <br />. FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />CONNECTOR. Nam° <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. co. FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO � <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />LU <br />RAFTER SPAN SCHEDULE- J <br />trtSPACING LUMBER SIZEse' studios <br />Z <br />2x6 2x8 2x10 2x12 O <br />12" 15'-5" 19'-11" 23'-9" 26'-0 -- Y 41 <br />---------- 9000 REGENCY SQUARE BLVD. N <br />16" 13'-4" 17'-3" 20'-7" 22' 0" Q SUITE 100, JACKSONVILLE, FL 32211 <br />24" 10'-11" 14'-1" 16'-10" 19'-9" 0 <br />20 L.LJ15 D.L. #2 SYP O <br />O w <br />CEILING JOIST SPAN SCHEDULE <br />O.C. -- - Wtic <br />SPACING LUMBER SIZE <br />2x4 2x6 2x8 2x10 11HOMN' <br />-0 <br />12" 12'-5" 19'-6" 25'-8" 26'-0" 0 <br />16" 11'-3" 17'-8" 23 4" 26-0" > t oj'g b <br />24" 9'-10" 15'-6" 20-1" 23'-11" m � <br />10 L.L./5 D.L. #2 SYP - L <br />TRUSS FRAMING KEY NOTES Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />C� <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. } <br />2. TYPICAL BEARING BLOCK U <br />Z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO W <br />MATCH DIMENSION OF TRUSS MEMBER. U <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS W <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. CD <br />0 <br />CD <br />3. LEDGER FRAMING NOTES CD <br />o') <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS ' <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW N <br />(MAX 24" O.C. SPACING), OR Ln <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE O ' ^ <br />w/ FASTENING SHOWN BELOW Z �JJ <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED W <br />LOCATIONS ON PLAN U) W1 1 <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER UL.L ) J <br />PROTECTION AGAINST CORROSION z <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL z Lu <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR D <br />LEDGERS ARE FOR INTERIOR USE ONLY. m Uj 0 U) <br />ROOF FRAMING LEDGER TO WOOD: 0-1 <br />2x6...................................(4) 12d COMMON W <br />2x8... ................................ (6) 12d COMMON Z < O <br />2x10.................................(8) 12d COMMON U > Q <br />2x12.................................(10) 12d COMMON Z Q — <br />W Uj ❑ <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q ® J W 'W <br />❑ LJJ 2i <br />%4 PT 2x6.......(2) ROWS " 0 @ 24" O.C. STAGGERED — <br />PT 2x8.......(2) ROWS YQ" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED _j Px <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED LL U r <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): p Z <br />2x6...................................(3) 16d COMMON I-_ <br />2x8...................................(5) 16d COMMON < 0 <br />2x10.................................(7) 16d COMMON O LU <br />2x12.................................(9) 16d COMMON 0.. Z <br />0 <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): Q <br />PT 2x6..................................(3) '/<" x 4-%" LONG #14 WOOD SCREWS U D- <br />PT 2x8...................................(5) '/;' x 4-'%" LONG #14 WOOD SCREWS Q — <br />PT 2x10.................................(7) '%" x 4-%" LONG #14 WOOD SCREWS W <br />ABBOTT PARK <br />PT 2x12.................................(9) Y4" x 4-1/2" LONG #14 WOOD SCREWS O <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE LL LOT 022-01 ❑ <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q W <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF U Z <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT Z <br />(D <br />PERMITTED AT THIS LOCATION } cf) <br />-- — PROJECT NO LU <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D OJ C) <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O 2021.006621 LL <br />STAGGERED Z O <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U RAWN KME O <br />w CHKD: U7 <br />JMP <br />x - <br />LLI W <br />._1 <br />Q Q <br />x U <br />Q 01111111111iiii U) <br />LAND .U7 <br />• <br />m �•.�\OENS�.:4 Z <br />❑ <br />No 85166 5 <br />LU <br />Z * Do igned by: <br />❑ <br />0 Li�E..OF <br />LU Q •• 3F4671DACDEF43;f• � U) <br />Q � FS'c� O R �,� �C�?�` Z <br />S •.•• <br />O 05-17-2021 p <br />F= W <br />v REVISIONS: _ <br />Q No. Description Date W <br />U) j J <br />— Q <br />} U <br />- - - U) <br />O I- <br />-- - o - o <br />Z <br />U ❑ <br />W <br />I— <br />x <br />W ST=3A <br />n <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />