Laserfiche WebLink
)ocuSign Envelope ID: 804C66C7-1A16-44B1-A7C7-0002ED72E2B6 <br />I _ I I I III I I _. _. I <br />1 st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />BY BUILDER <br />• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING <br />U <br />6 <br />ri <br />rn <br />0 <br />N <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. <br />O <br />O <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />N <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />00 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />d <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />N <br />CONNECTOR. <br />N <br />ALL RIDGE BOARDS TO BE 2 8 NO 2 SYP MIN <br />('') <br />A <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />RAFTER SPAN SCHEDULE <br />O.C. <br />LUMBER SIZE <br />SPACING <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />12" <br />15-5" <br />19'-11" <br />23'-9" <br />26-0" <br />16" <br />13'-4" <br />17'-3" <br />20'-7" <br />22'-0" <br />24" <br />10'-11" <br />14'-1" <br />16'-10" <br />19'-9" <br />J <br />U_ <br />W <br />J <br />.J <br />Z <br />O <br />67 <br />�e <br />Q <br />20 L.L./15 D.L. #2 SYP C) <br />CEILING JOIST SPAN SCHEDULE <br />LUMBER SIZE <br />SPOACING <br />- <br />2x4 <br />2x6 <br />- <br />2x8 <br />2x10 <br />12" <br />12'-5" <br />19'-6" <br />25'-8" <br />26-0" <br />16" 11'-3" 1 T-8" 23'-4' 26-0" <br />24' 9'-10" 15'-6" ' <br />20'-1 23'-11" <br />_ -- <br />10 L.L./5 D.L. #2 SYP <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />2. TYPICAL BEARING BLOCK <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />MATCH DIMENSION OF TRUSS MEMBER. <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />3. LEDGER FRAMING NOTES <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />(MAX 24" O.C. SPACING), OR <br />• FASTEN NO-2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />LOCATIONS ON PLAN <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />PROTECTION AGAINST CORROSION <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR <br />LEDGERS ARE FOR INTERIOR USE ONLY. <br />ROOF FRAMING LEDGER TO WOOD: <br />2x6................................... (4) 12d COMMON <br />2x8...................................(6) 12d COMMON <br />2x10.................................(8) 12d COMMON <br />2x12._..............................(10) 12d COMMON <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN)i <br />PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED <br />PT 2x10..._(2) ROWS %4" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />2x6...................................(3) 16d COMMON <br />2x8...................................(5) 16d COMMON <br />2x10.................................(7) 16d COMMON <br />2x12.................................(9) 16d COMMON <br />W <br />F- <br />0 <br />J <br />m <br />W <br />C� <br />07 <br />} <br />Z <br />W <br />(D <br />W <br />O <br />O <br />O <br />O <br />ti <br />LO <br />Z <br />cn <br />w <br />w <br />Z <br />U) <br />m <br />W <br />W <br />Z <br />Z <br />W <br />0 <br />O <br />LL <br />Z <br />O <br />I— <br />Q <br />a <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />LL <br />Q <br />PT 2x6...................... .._......... (3)'/<" x 4-'h" LONG #14 WOOD SCREWS <br />U <br />PT 2x8...................................(5) '/4' x 4-'/2" LONG #14 WOOD SCREWS <br />Q <br />PT 2x10.................................(7) ''/4" x 4-'/2" LONG #14 WOOD SCREWS <br />0 <br />PT 2x12.................................(9) '/4" x 4-Y2" LONG #14 WOOD SCREWS <br />O <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />JILLL <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Q <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF <br />Z <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT <br />— <br />PERMITTED AT THIS LOCATION <br />} <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />0 <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />O <br />STAGGERED <br />Z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />2 <br />w <br />F- <br />x <br />w <br />a <br />Q <br />x <br />Q <br />m <br />0 <br />LLj <br />0 <br />w <br />a <br />Z <br />O <br />H <br />i= <br />IL <br />Q <br />U) <br />} <br />C� <br />0 <br />O <br />Z <br />2 <br />U <br />LLI <br />F- <br />x <br />W <br />d <br />0 <br />tds.Q <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />11HOMON" <br />\%X�14 <br />1404 <br />Q co <br />Q W <br />J z � <br />UjO �vJl / 0 _I <br />a �-2 <br />Q 0 <br />Q Q <br />LL! 0 <br />LLI <br />W <br />x <br />Q U_ � <br />Z <br />O <br />0 <br />W <br />F- <br />Z <br />LL <br />W <br />ABBOTT PARK Q <br />U <br />Cn <br />LOT 040-03 0 <br />W <br />F- <br />Z <br />(D <br />U) <br />PROJECT NO w <br />2021.006629 0 <br />IL <br />O <br />DRAWN: <br />KME o <br />CHKD: <br />MJP <br />w <br />J <br />4 <br />U <br />M LAIC/ <br />� �i U' <br />�.-`\C•E N S�•'9 '.� Z <br />No 85166 Q <br />Doc Signed by: .• <br />((��F - <br />�'.�F•'c� OR 1�P'���:� Z <br />ON A� <br />Q <br />05-18-2021 0 <br />w <br />REVISIONS: <br />No. Description Date ~ <br />w <br />J <br />U <br />U) <br />0 <br />Z <br />O <br />0 <br />ST=3A <br />CIA METAL CONNECTOR ENGINEERING <br />