7886 Wheat Stone Dr - Laserfiche WebLink

Browse Search

3ocuSign Envelope ID: 270:30141-407C-4A95-9E01-76D3151029B1 r i ............. _... ................ — - i :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . .. . . . ... .. . . . . ....... ....... . . . . . . . . . . . I ............. I j I 1 is _ _......._.._w... ,.. .-__, _._...... _ .._. .._ _ .. ..._ _._. ........................... .._...._W........ -_ _... ................ — i F \\ : : - ..... r ; . . . . . . . . . I. 1st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING O TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR 04 TRUSS LABELS & DIMENSIONS r- OVERFRAMING NOTES 000 • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. 4 O • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. O • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. •— • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT 04 CONNECTOR. 04 • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. M • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO -J RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LL LI RAFTER SPAN SCHEDULE J O.C. LUMBER SIZE SPACING_ -- Z 2x6 2x8 2x10 2x12 0 12" 15'-5" 19'-11" 23'-9" 26-0" Y 16" 13'-4" 1 T-3" 20'-7" 22'-0" U 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L./15 D.L. #2 SYP O O CEILING JOIST SPAN SCHEDULE — — O.C. -- -- LUMBER SIZE w F- SPACING 2x4 2x6 2x8 2x10 U) 12" — 12'-5" 19'-6" 25'-8" - 26-0" 16" 11'4' 17'-8" 23'4" 26-0" J 24" 9'-10" 16-6" 20'-1" 23'-11" m 10 L.L./5 D.L. #2 SYP — ILL TRUSS FRAMING KEY NOTES a NOTES- -- APPLICABLE ONLY WHERE SPECIFIED ON PLAN ------- ----- ---- C� U) 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. } U 2. TYPICAL BEARING BLOCK Z • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO w MATCH DIMENSION OF TRUSS MEMBER. w • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. O O 3. LEDGER FRAMING NOTES O O • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING). OR LO rl- • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE wl FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Z LOCATIONS ON PLAN U) • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER w PROTECTION AGAINST CORROSION Z • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. m ROOF FRAMING LEDGER TO WOOD: w 2x6........... ..................(4) 12d COMMON w 2x8..................................(6) 12d COMMON Z 200.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON Z w LEDGER TO CMU (W/ 3" TAPCON OR TITEN): a PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED LL Z FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): I O 2x6.................................(3) 16d COMMON 2x8.................................(5) 16d COMMON 2x10.................................(7) 16d COMMON O 2x12.......... ...................(9) 16d COMMON a (Y FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O PT 2x6...................................(3) Y4" x 4-'/2" LONG #14 WOOD SCREWS U PT 2x8...................................(5) Y4" x 4-'/2' LONG #14 WOOD SCREWS PT 2x10.................................(7) W x 4-'/2' LONG #14 WOOD SCREWS — PT 2xl2................................(9) W x 4-'/:" LONG #14 WOOD SCREWS O J 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE LL BRACING DETAIL IF PORCH SHEATHING DETAIL IS a PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF U Z THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6, • (1) 48" & (1) 24" BEARING BLOCK REQ'D O J • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O STAGGERED Z • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 = w X w a X m w O LU z U) O 1= U_ a U) } O O J Z U w X w a a CMl11MFTAI CONNF(:TOR FNGINFFRING APEX tds Q 1✓' s' true design studios ?� 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 01"HOMON' % ® w AWK#$ t2 s N VJ Qw Z � J w W 0 Q \Q 0 Q a m W o 0 J w 2 w w X LL w Z a. U_ w Abbott Park J U L7 LOT 019-01 0 H Z U) PROJECT NO: 2021.003460 0 DRAWN: c LDG CHKD: to MJP w J U •b E S ••1 Z cc\ oCos'ie� b TATE OFF46p71W, P43FO. v 03-22-2021 w U) REVISIONS: _ No. Description Date ~ w J U O z ST=3A