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DocuSign Envelope ID: 6709EDC1-6676-4AA5-B704-214BFECE650F 1 st LEVEL FRAMING PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTESI a • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > BY BUILDER E • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, N O ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING O cy TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O O • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR O TRUSS LABELS & DIMENSIONS c APEX OVERFRAMING NOTES oNo a) • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • 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 N CONNECTOR. 04 • ALL RIDGE BOARDS TO BE 2x8 NO 2 SYP MIN. co • FASTEN 2x6 NO-2 SYP COLLAR TIES FROM RAFTER TO _j +; RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LL w RAFTER SPAN SCHEDULE Jtds Q O C true design studies a) SPACING LUMBER SIZE Z 2x6 2x8 2x10 2x12 O — rt- 12" 15'-5' 191-11'--- --- 23'-9" 26'-0 U) Y � 16" 13'-4" 17'-3" 20'-7" 22'-0" U 9000 REGENCY SQUARE BLVD. _ _ Q SUITE 100, JACKSONVILLE, FL 32211 uy 24" 10'-11" 14'-1" 16'-10" 19'-9" 0 20 L.L115 D.L. #2 SYP 00 CEILING JOIST SPAN SCHEDULE - -_ w cy cy O.0 I IZ- SPACING-- -- 2x8 2x100,1HOBON'..a) LUMBER SIZE - - ---2x4 - - i 2x6 - - - - - _ - - - � N 12" 12 5 19,6" 25'-8' 26'-0" - - --- "11, f 01 16" 11 3 1 T-8i' 23'-4 26'-0' w 24" 9' 10' - � _ 15-6 20'-1" 23-11' I Im � ` �•� 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES Q NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. >� 2. TYPICAL BEARING BLOCK U Z • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO w MATCH DIMENSION OF TRUSS MEMBER. O • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS w ofBOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. � O O 3. LEDGER FRAMING NOTES rn • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING), OR Ln • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW Z V J • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED W LOCATIONS ON PLAN U) • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER U PROTECTION AGAINST CORROSION Z • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL z W FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR U) O I ,� LEDGERS ARE FOR INTERIOR USE ONLY. m V, ROOF FRAMING LEDGER TO WOOD: 5 2x6.................................(4) 12d COMMON W Q G 2x8 ... _............ ......... _(6) 12d COMMON Z_ 2x10............._................(8) 12d COMMON Ur Q Q 2x12................................(10) 12d COMMON Z Inw 0 LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q J W w PT 2x6 ......(2) ROWS l4" 0 @ 24" O.C. STAGGERED a w W PT 2x8 ....(2) ROWS /4 0 @ 16" O.C. STAGGERED 0 PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED 0 x PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED ILL LLz FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): OZ 2x6 ... ............................(3) 16d COMMON I- 2x8..................................(5) 16d COMMON < 0 2x10.................................(7) 16d COMMON w 2x12.................................(9) 16d COMMON d Z r FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): Q d PT 2x6-................................(3) 'W x 4-'/2" LONG #14 WOOD SCREWS U IL PT 2x8...................................(5) 'W x 4 %" LONG #14 WOOD SCREWS Q PT 2x10................................. (7)'W x 4-'/2' LONG #14 WOOD SCREWS 0 J Abbott Park PT 2x12.................................(9) 'W x 4-'/2' LONG #14 WOOD SCREWS O U 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE u- LOT 011-01 0 BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. - - w w 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF Z Z THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT — (D PERMITTED AT THIS LOCATION } C/) PROJECT NO: w 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D O lc) • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. j 2021.003456 tL STAGGERED Z -- O • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 = DRAWN: LDG U O w In CHKD: MJP � x w w J Q U Q%�01111111111111 U) % 6•E•NS • '4 0 No 85166 Q w - Z _ *c<;f, DocuSigne+t>} ?. z R � � ObEF435..z � ►t��l` Q O 03-19-2021 0 w U REVISIONS: U Q No. Description T Date w U) J >- U C� -- -- --- c) O z 2 0 U w x W ST=3A w Q ('.MIUMFTAI rONNFrTOR FN[;INFFRIN(.