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7937 Wheat Stone Dr
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7937 Wheat Stone Dr
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Last modified
3/20/2025 9:45:43 PM
Creation date
2/27/2025 1:13:53 PM
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Building Plans
Street #
7937
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
2103
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:)ocuSign Envelope ID: 1B419230-6309-4ABE-A8FF-317403918134F <br />"I, <br />;TRUSS FRAMING GENERAL NOTES <br />1st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />BY BUILDER CD <br />UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, `" <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING O <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />N <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />000 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />O <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. <br />O <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />1 <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />j <br />CONNECTOR. <br />N <br />• ALL RIDGE BOARDS TO BE 2x8 NO 2 SYP MIN. <br />c7 <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />-j <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />LL <br />w <br />RAFTER SPAN SCHEDULE <br />-j <br />- _- <br />J <br />O C LUMBER SIZE <br />_ <br />_> <br />SPACING ___ <br />I Z <br />2x6 <br />2x8 2x10 <br />2x12 0 <br />12" 15'-5" <br />26-0" Y <br />19'-11., 23'-9" <br />1 T-3" 20'-7" <br />16" - 13'-4" <br />22'-0" <br />---i <br />Q <br />O <br />U <br />APEX0 <br />O <br />t(3 <br />tds <br />true design studios >a) <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />24" 10'-11" 1 14'-1" j 16-10" 19'-9" <br />20 L.L./15 D.L. #2 SYP O <br />O , <br />CEILING JOIST SPAN SCHEDULE <br />O C I <br />LUMBER SIZE <br />W <br />~ <br />SPACING <br />2x4 <br />2x6 <br />2x8 <br />2x10 <br />- <br />-; ----+ <br />12" <br />12'-5" <br />19 6" <br />25 8" <br />26-0" <br />16" <br />11'-3" <br />G- 17 8 <br />4 <br />26-0" <br />J <br />-23 <br />24" <br />9'-10" <br />15'-6" <br />20'-V <br />23'-11 <br />m <br />10 L.L15 D.L. #2 SYP <br />w <br />TRUSS FRAMING KEY NOTES Q <br />�NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />>- <br />U <br />2. TYPICAL BEARING BLOCK <br />Z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />w <br />MATCH DIMENSION OF TRUSS MEMBER. <br />w <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />O <br />O <br />3. LEDGER FRAMING NOTES <br />0) <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />ti <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />� <br />(MAX 24" O.C. SPACING), OR <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <br />O <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />Z <br />LOCATIONS ON PLAN <br />� <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />w <br />PROTECTION AGAINST CORROSION <br />Z <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL <br />U) <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR <br />LEDGERS ARE FOR INTERIOR USE ONLY. <br />m <br />ROOF FRAMING LEDGER TO WOOD: <br />w <br />2x6...-- .........................(4) 12d COMMON <br />w <br />2x8. __ ............................(6) 12d COMMON <br />Z <br />2x10. ............................(8) 12d COMMON <br />�9_ <br />2x12_...................... .......(10) 12d COMMON <br />Z <br />w <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />Q <br />PT 2x6 _.... (2) ROWS !4" 0 @ 24" O.C. STAGGERED <br />0 <br />I PT 2x8 ......(2) ROWS %4" 0 @ 16" O.C. STAGGERED <br />w <br />PT 2x10. ...(2) ROWS j4" 0 @ 8" O.C. STAGGERED <br />0 <br />PT 2x12....(2) ROWS 1/4" 0 @ 6" O.C. STAGGERED <br />LL. <br />z <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />2x6.. _................._......_..(3) 16d COMMON <br />F- <br />2x8................................(5) 16d COMMON <br />< <br />2x10... . ....... .............. (7) 16d COMMON <br />2x12.. _......... ._............... (9) 16d COMMON <br />O <br />w <br />I <br />� <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />O <br />PT 2x6-..............................(3)'/4" x 4-Yz" LONG #14 WOOD SCREWS <br />U <br />PT 2x8..................................(5) '/4" x 4-%" LONG #14 WOOD SCREWS <br />PT 2x10................................. (7)'/4" x 4-'/z" LONG #14 WOOD SCREWS <br />PT 2x12.... ............................. (9)'/4" x 4-'/z' LONG #14 WOOD SCREWS <br />O <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />LLLL <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Q <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF <br />U <br />Z <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <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 />0 <br />STAGGERED <br />Z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />2 <br />U <br />w <br />I— <br />x <br />w <br />a <br />Q <br />X <br />Q <br />m <br />0 <br />LLJ <br />0 <br />w <br />Q <br />z <br />rA <br />O <br />t= <br />LL <br />Q <br />U) <br />} <br />C� <br />O <br />J <br />O <br />2 <br />U <br />w <br />F— <br />X <br />w <br />11 <br />11HOMON' <br />JC f iQ � i <br />a <br />Q <br />U) <br />�C <br />a <br />w <br />J <br />O <br />LJU <br />cw <br />� <br />Q <br />o <br />M <br />W <br />00010 <br />Q <br />W <br />Q <br />_ <br />0 <br />J <br />LL] <br />X <br />U <br />Q <br />z <br />Z <br />O <br />F-- <br />Z <br />w <br />LL <br />w <br />Abbott Park <br />LOT 009-03 0 <br />w <br />z <br />_0 <br />PROJECT NO: w <br />2021.003503 0 <br />LL <br />O <br />DRAWN: <br />LDG o <br />CHKD: L0 <br />MJP (1) <br />w <br />Q <br />U <br />%J5I 1N LA/V/, �,� (n <br />F.' <br />No 85166 'S <br />C'DocuSigneqbvsA �`� �ftF435...� <br />��r�r►�iittt��� Q <br />03-23-2021 0 <br />w <br />REVISIONS: <br />No. Description Date <br />w ~ <br />I J <br />F- <br />Z <br />O <br />0 <br />ST=3A <br />(:MIUMFTAI rONNFrTOP FN(;INFFRIN[; <br />
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