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— N N I i I i "liIT I I 1 - I II I I, I III I 11 II I I II I I III I I I I I' iI I I I I I I I I I I II I I I I I I I I l I i I I I I I 'I I III I I I I I I III Ili I I I i II I - -- III I I I - - I I III I'I i i i j I I I I I I I I I i I I I I I I I I I I I I I I I I i I I I I I I I I , I II II I I I I I ' III. II I I I I I I I III i I , III I I I I I II I. I I I I I i � I I I I 'I I II I I I I I I I I I I II ICI I I I Ii I III I I I I I I I � I I I I I I I II I j I I I �II I � III II II II I I t I I i I I I i II I I I I I j , i I I I — I I i I I i I i I I I -- ------ --- I i I I I I I I I I II I I I I � II I I I I i I I I I I I I I I I i I j I I I I j i i III I I I III I III I I I II I II II I I I I II I '~ N i i I I I i i - I I I Nx I I i I i i I I I I I I I I I I i j ! li I II I� Ii I i i i IIII i I I i II I I I II I I I I I i i , III I I i i i Ii �I III I I I II I II II - I - - 1st LEVEL ROOF FRAMING _PLAN 1/4" = 1'-0" WHEN PRINTED ON 22 x 34" TRUSS FRAMING GENERAL NOTES SEE SHEET S? 1 & 5 FOR ALr' !TiONAL GENERAL NOTES ': v s E;RAFSTOPPING A 1 FLOOR T RUSSES -10 BE PROVIDED '> '3Y BUILDER rn 0 UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN. `� ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING O THE TYPICAL WALL SECT1: N, SEE SHEET ST-5. REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR I-RUSS LABELS & DIMENSIONS OVERFRAMING NOTES ALL RAFTERS TO SE MIN- 2x6 NO.2 SYP @ 24" O.C. MAX. 1�11 SLEEPERS' TO 3E PLANK ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEE ERS' TO EACH TRUSSiRAFTER Wl (3) 16d COMMONS N 11N. E.�\CH RAFTER 'O 'SLEEPER" VV/ SIMPSON H3 UPLIFT CONNECTOR. ALL RIDGE BOARDS TO BE 2x8 NO 2 SYP MIN. FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE ' LUMBER SIZE s=ACING _ 2x6 2x8 2x10 2xl2 1 5,_5 1 g l l„ 23'-9"-- 26'-0" I 13'-4 1 �' 20 7 22'-0" —19'-9" 24 10 11 ' 1 14'- T 1 16 -10" � 20 L I_./15 D L. #2 SYP --- ('EILING JOIST SPAN SCHEDULE LUMBER. SIZE —— SPAC NG -I-2x8 --- ,-- ''r4 2xh 3— i 2x10 - ' _ — -5 19' a 25-8" 26-0" -- 23'-4' 26-0" ;�;,, —� r .-4, 9 15 h" �- 201„ 23-11" 10 L L./5 D.L. #2 SYP TRUSS FRAMING KEY MOTES -- NOT 1=r APPLICABLEaON'LY ` "HERE SPECIFIED ON PLAN "SHEAR PANEL" !;c'r,iL. ON DETAIL. SHEET. "i D`AL BEARING BLOCK • BEARING BLOCK TO BE NO2 SYP. MIN 48" LONG AND TO MATCH DII',IE'dS,ON OF TRUSS MEMBER. A ATTACH BEARING: BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. r_D'ER FRAMING NOTES SIEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (I1AX 24" O.C.SPACING), OR FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE wr FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION m EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6.... (4) i2d COMMON 2x .. (61 12d C'iONIMON 12d COMMON 2r +2 ............... ....(10) 12d COMMON r r D ER TO CMU�rA;CON OR TITN' P T 2 (2) ROWS •: Q 4 0 C, STAGGERED ) RO%NS - � 16-) C. STAGGERED .(), RO',PdS I'µ OJ t 4 OJ C STAGGERED PT 2x" i.... (2) ROWS I 0 D 6" O.0 STAGGERED ;-:I -�('!R FRAM!NG _ED',- DER TO WOOS NAILS) 5, IHd i ONIMON ... (/' od COI' MION ; ? 6d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS r 2x . ...- (3)'./d' x 4-%" LONG #14 WOOD SCREWS PT 2x8_____..-.- (5)1/4x 4-1/2' LONG #14 WOOD SCREWS rr� .. - . O i< x 4-%" LONG #14 WOOD SCREWS w 2__ .... .. _..._. ...(9)'/' x 4-'h" LONG #14 WOOD SCREWS 4 ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PF,l ? OPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5 IF USING (2) HTVVM20. INSTALL (1) STRAP ON EACH FACE OF THE WALL (2) HTWM20 ON SAME SIDE OF WALL IS NOT PEPMITTED AT THIS LOCATION ti ti O z U) U) Ill z_ U) m w W z 0 z W 0 0 LL z O Q O a. O U O J LL Q U z C� O _I z U W X w 0- X m 0 Ill O W Q z U) o_ H U LL U) V O z 2 W W Q • t d true design studios (D 9000 REGENCY SQUARE BLVD. a) SUITE 100, JACKSONVILLE, FL 32211 ':� 904.821.5200 a Z3 C I r i N J ULj cn o w O cwi) J ¢ > p o J I`1�1 r X z a W H z Abbott Park w LL LOT 014-02 w J U PROJECT NO: 2020.005389 z DRAWN: U) DO Q CHKD: EAF p 0 O %U) LU 5 66 U)* : 'IV U) :-Fy• :�► z S TE OF :�4� co 07-01-20 O z REVISIONS: < No. Description Date 0 Iw w I= w Q U cn ST Z =3A Oi- 0 C UIMETAL CONNECTOR ENGINEERING