Laserfiche WebLink
DoCuS,ign Envelope ID. A9D5FC77-63E6-4898-AFC9-7585D96187ED <br />1st 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 <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'-3" <br />20'-7" <br />22'-0" <br />24" <br />10'-11" <br />14'-1" <br />16'-10" <br />19'-9" <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. LUMBER SIZE <br />SPACING <br />2x4 2x6 2x8 2x10 <br />12" 12'-5" 19'-6" 25'-8" 26'-0" <br />16" 11'-3" 17'-8" 23'-4" 26-0" <br />24" 9'-10" 16-6" 20'-1" 23'-11" <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): <br />PT 2x6.......(2) ROWS Y4" O @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS Y4" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS Y4" 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) '/:' x 4-W LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) Y:' x 4-W LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) ''YV x 4-Y2' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) ''/4" x 4-Y2' 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 />O <br />O <br />(V <br />LID <br />00 <br />4 <br />O <br />O <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />_J <br />Z <br />O <br />CA <br />U <br />¢ <br />O <br />O <br />T_ <br />W <br />F- <br />❑ <br />J <br />00 <br />W <br />a <br />U <br />Z <br />W <br />W <br />W <br />O <br />O <br />O <br />O <br />ti <br />LO <br />ti <br />O <br />Z <br />U) <br />W <br />Z <br />U) <br />0 <br />M <br />W <br />W <br />W <br />Z <br />Z <br />W <br />0 <br />O <br />J <br />LL <br />O <br />I- <br />O <br />a <br />O <br />U <br />¢ <br />❑ <br />O <br />J <br />LL <br />U <br />Z <br />} <br />0 <br />6, • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />O <br />J <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 />U <br />W <br />Ir- <br />LI.I <br />d <br />x <br />m <br />W <br />Z <br />O <br />W <br />Z) <br />O <br />H <br />U <br />LL <br />} <br />C� <br />O <br />_I <br />Z <br />U <br />W <br />H <br />x <br />W <br />(L <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />N <br />Cn <br />O <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 />of considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />n any electronic copy v <br />Uj <br />Z � Lu <br />W o cn <br />Q <br />>Lj <br />0 <br />0 <br />J <br />W <br />W <br />� <br />� <br />Q <br />� <br />PROJECT NO: <br />Abbott Park <br />LOT 032-02 <br />2021.011078 <br />DRAWN: <br />JAR <br />CHKD: <br />MJP <br />,,`,�►I1i111111j,t <br />E <br />No 85166 <br />DocuSigned by: <br />r <br />r <br />� AC(5jP35... ; �44J • <br />N All E �%%% <br />09-16-2021 <br />REVISIONS: <br />No. Description Date <br />ST=3A <br />❑ <br />W <br />x <br />O <br />W <br />F- <br />Z <br />Q.. <br />LL <br />W <br />J <br />U <br />U) <br />W <br />H <br />Z <br />0 <br />U) <br />W <br />LL <br />0 <br />0 <br />L0 <br />U) <br />LLI <br />J <br />U <br />U) <br />CD <br />Z <br />Q <br />U) <br />Z <br />W <br />U) <br />W <br />2 <br />I- <br />W <br />J <br />U <br />U) <br />Z <br />O <br />CMUIMETAL CONNECTOR ENGINEERING <br />