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II DocuSign Envelope ID 73183216-6612-4252-8453-A9FCCD7D2984 <br />I I IL _ I-_ I 1. .1_111 U l _- <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o <br />- 9 <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > <br />BY BUILDER E <br />14 <br />• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, N O <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING y <br />I <br />I <br />1st LEVEL ROOF FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5 C:)cy <br />O O <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR APEX <br />C <br />TRUSS LABELS &DIMENSIONS C <br />OVERFRAMING NOTES 000 v <br />ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. IO N <br />ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. O <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. �- <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT � <br />CONNECTOR. N <br />ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. cy <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO _ <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LL <br />w <br />RAFTER SPAN SCHEDULE - - _j td s <br />SPACING LUMBER SIZE truesic=s? r studios <br />- -- - - Z <br />2x6 2x8 2x10 2x12 O <br />12 -- - 15'-5" 19'-11" 23'-9" 26-0" U) <br />Y 9000 REGENCY SQUARE BLVD. <br />16° 13' 4" IT-3" 20' 7" 22' o° QU SUITE 100, JACKSONVILLE, FL 32211 <br />24 10-11" 14'-1" 16-10" 19'-9" O <br />20 L.L./ 15 D.L. #2 SYP 00 <br />CEILING JOIST SPAN SCHEDULE +� <br />SPACING LUMBER SIZE W <br />F- - <br />2x4 2x6 2X8 2x10 <br />12" 12'-5" 19'-6" 25'-8" 26'-0190 a) <br />DRIN' No :3 <br />16" 11'-3" 1T-8" 23'-4" 26'-0" ifwi <br />7° <br />Y <br />24" 9' 10" 156" 20' 1" 23' 11" m $ <br />- 10 L.L./5 D.L. #2 SYP — LILJJ ,`- <br />TRUSS FRAMING KEY NOTES Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <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. (D <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS w <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.0 STAGGERED. � This item has been electronically <br />O signed and sealed by Justin M Lanier, <br />3. LEDGER FRAMING NOTES O PE on the date and/or time stamp <br />O shown using a digital signature. <br />• FASTEN N0.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS Printed copies of this document are <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW not considered signed and sealed <br />and the signature must be verified <br />(MAX 24" O.C. SPACING), OR by a 3rd Party Certificate Authority <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE on any electronic copy <br />w/ FASTENING SHOWN BELOW O V J <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED W <br />LOCATIONS ON PLAN U) W <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER w <br />PROTECTION AGAINST CORROSION z <br />o EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL z W <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR O <br />LEDGERS ARE FOR INTERIOR USE ONLY m Uj <br />ROOF FRAMING LEDGER TO WOOD: Q <br />2x6 - ....... .............(4) 12d COMMON W Q <br />W <br />2x8.,.., .............................. (6) 12d COMMON Z < O <br />2x10.................................(8) 12d COMMON (D > <br />2x12 ............................... .(10) 12d COMMON Z W Q <br />LLJ 0 <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q Uj w <br />PT 2x6.......(2) ROWS %4" 0 @ 24" O.0 STAGGERED 0 W <br />� 0 W W <br />PT 2x8.......(2) ROWS /4" 0 @ 16" O C. STAGGERED I— <br />PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED 0 � L.� X <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED LL U_� <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS). Z <br />.............. (3) 16d COMMON E- <br />2x8 ..... .......... .................. (5) 16d COMMON < 0 <br />2x10....... _.......................(7) 16d COMMON <br />j 202.................................(9) 16d COMMON 0 z <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O <br />PT 2x6. ............ ......... .......(3) W x 4-'/2" LONG #14 WOOD SCREWS U U_ <br />PT2x8................ ...............(5) W x 4-%" LONG #14 WOOD SCREWS Q <br />PT 2x10.................................(7) '/:' x 4-'/z" LONG #14 WOOD SCREWS J <br />PT 2x12................................ (9) ''YV x 4-1/2" LONG #14 WOOD SCREWS o Abbott Park U <br />4 ANGLE & LATERAL BRACES MAY BE OMITTED FROM w LOT 003-04-1 C 0 <br />GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. _ w W <br />5 IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF z Z <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT — Ur <br />PERMITTED AT THIS LOCATION U) <br />-- - CD PROJECT NO w <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D O0 0 <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O 2021.014965 ILL <br />STAGGERED <br />Z DRAWN. <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U ASH o <br />WCHKD. Lo <br />X VA U) <br />w w <br />� J <br />U <br />3 Q `%%till11111111 (n <br />-6 .`��%�5� \N Lq/��� i'li (,!) <br />m �•'�\�•E•NSF•.9 Z <br />w STATE OF ' �/� <br />• �3F4671 Ef4 5... (D <br />�C N Ai ```` 3: <br />Q <br />O 12-29-2021 p <br />w <br />U REVISIONS: <br />QNo. Description Date ~ <br />U) <br />- - - w <br />Q <br />O -- - <br />�- <br />--- o <br />U 0 <br />W <br />H <br />X <br />w ST=3A <br />a. <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />