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DocuSign Envelope ID: 44AFD156-ODOO-42C9-9CO6-36A957C723F8 <br />1st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <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 />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <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. <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />CONNECTOR. <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <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. 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 />17'4" -- <br />^ 20'-7" <br />22'4" <br />24" <br />10'-11" <br />14'-1" <br />16-10" <br />19'4" <br />20 L.L115 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. LUMBER SIZE <br />SPACING <br />2x4 2x6 2x8 2x10 <br />12" <br />12'-5" <br />19'-6" <br />25'-8" <br />26-0" <br />16" <br />11'-3" <br />17'-8" <br />23'-4" <br />26-0" <br />24" <br />9'-10" <br />16-6" 20'-1" 23'-11" <br />L.L15 D.L. #2 SYP <br />10 <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): <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 />FLOOR FRAMING LEDGER TO WOOD W/ SCREWS): <br />PT 2x6...................................(3) W x 4 '/z' LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) W x 4-%2" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) W x 4-W LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) W x 4-%" LONG #14 WOOD SCREWS <br />4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM <br />GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />STAGGERED <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />O <br />O <br />N <br />LO <br />N <br />00 <br />4 <br />O <br />O <br />N <br />N <br />M <br />J <br />IL <br />W <br />J <br />J <br />z <br />O <br />(A <br />Y <br />O <br />O <br />W <br />L7 <br />0 <br />J <br />m <br />W <br />C'1 <br />fA <br />z <br />W <br />0 <br />W <br />IX <br />O <br />O <br />O <br />C3) <br />i <br />ti <br />It <br />t~ <br />Z <br />W <br />z <br />L7 <br />m <br />W <br />W <br />a <br />W <br />O <br />J <br />U_ <br />O <br />H <br />O <br />a <br />W <br />O <br />U <br />O <br />J <br />LL <br />U <br />z <br />0 <br />O <br />J <br />z <br />U <br />W <br />x <br />W <br />d <br />x <br />O <br />O <br />J <br />O <br />z <br />U <br />W <br />H <br />x <br />W <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />C <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />�n any electronic copy <br />LL W <br />O Lu <br />W 0 <br />Qer <br />� <br />U <br />0 <br />G <br />�, j <br />W <br />QU_ <br />PROJECT NO: <br />DRAWN: <br />CHKD: <br />Abbott Park <br />LOT 030-02 <br />2021.011077 <br />KME <br />MJP <br />LAN��.,� <br />�� �• LENS •'4 ��. <br />No 85166 <br />* ;• Docuftned by: : k <br />i C DACbFF435: �44/ <br />. <br />0 0 <br />rrrrr�� <br />09/16/2021 <br />REVISIONS: <br />No. I Description Date <br />ST=3A <br />Q <br />0 <br />x <br />O <br />0 <br />W <br />H <br />z <br />d <br />LL <br />W <br />J <br />U <br />0 <br />W <br />H <br />Z <br />CD <br />W <br />0 <br />LL <br />O <br />0 <br />0 <br />u7 <br />(0 <br />W <br />J <br />¢ <br />U <br />Z <br />Z_ <br />O <br />W <br />W <br />2 <br />w <br />J <br />¢ <br />U <br />O <br />z <br />O <br />0 <br />