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)ocuSign Envelope ID: 80F120FA-2DA7-4870-B30E-7E-284B <br />IC <br />I <br />1 <br />IN <br />2 <br />st LEVEL ROOF FRAMING PLAN <br />i WHEN PRINTED ON 22"04" <br />TRUSS FRAMING GENERAL NOTES g <br />SEL: �31EET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES U6 <br />cli <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > <br />BY BUILDER o E <br />• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, N V <br />ALL. TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING O <br />TO 7'HE TYPICAL WALL SECTION, SEE SHEET ST-5. O CT <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR APEX <br />i RUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES 119 N <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP C 24" O.C. MAX. O <br />• AL.L "SLEEPERS" TO BE PLANK-ORIENTS"D 2x8 N0.2 SYP MIN. O CIL <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER Wi (3) 16d <br />COMMONS MIN. <br />• EACH RAF7ER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />:0NNEC7UR NN <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. M Zz <br />• AS TEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO _j <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MiN. W L <br />W <br />RAFTER SPAN SCHEDULE j tds N <br />I true design studios <br />SF�^,t;IPJG LUMBER SIZE <br />Z <br />2x6 ; 2x8 2x10 2x12 <br />-----------;..__ ___ _- <br />12" 15'-5" 19'-11" 23'-9" 1 26-0" Y <br />1 —f --- - - - -- - 9000 REGENCY SQUARE BLVD. <br />16" 1 -4 17'-3" 20-7 22'-0" Q SUITE 100, JACKSONVILLE, FL 32211 c <br />24" 10'-11" 14'-1" I le-10" 19'4" O <br />20 L.1./15 D.L. #2 SYP 00 <br />CEILING JOIST SPAN SCHEDULE ` CA W <br />0 C. LUMBER SIZE <br />SPACING ~ <br />2x4 2x6 2x8 2xl0 <br />DoRtHOMON <br />12" 12'-5" 19'-6" I 25-8" 1 26-0" :3-- — - o 4- <br />i G" i 1'-T' !- 1 T-8" 1 23'-4" 26'-01. J • <br />9'-10" i 15'-6" � 20'-1" 23'-11" I m <br />-... .. _ .. ___— -- <br />-10 L.L./5 D.L. #2 SYPOf <br />--- <br />- _ <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN d <br />1. SEE "Si TEAR PANEL" DETAIL ON DETAIL SHEET. <br />2. (YPICAL BEARING BLOCK U <br />--- — Z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO W <br />MATCH DIMENSION OF TRUSS MEMBER. <br />• ATTACH BLARING BLOCK TO TRUSS VERTICAL OR TRUSS W <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />O <br />O <br />3.-LEDGER FRAMING NOTES O <br />• FAS i EN NG 2 SYP LEDGER 1'0 FRAMING/TRUSS VERTICALS t <br />AT L VERY SUPPORT WITH FASTENING SHOWN BELOW ! <br />(MAX 24" O C. SPACING), OR <br />• FASTEN NO 2 SYP PT LEDGER TO MASONRY/CONCRETE cn <br />w/ FASTENING SHOWN BELOW O V J <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Z w <br />I_;)CATIONS ON PLAN <br />• 8 F V TABLL 5 ON SHEET ST-1/S1 FOR FASTENER W <br />FK':? E('TION AGAINST CORROSION S-X! � <br />• F.RI�)R r1L=CK LEDGERS SHALL BE SECURE TO WALL <br />rF?,",PJ+ING WITH WOOD SCREWS. COMMON NAILS AT FLOOR O <br />L.'!_)(:i RS ARE FOR INTERIOR USE ONLY. mUj <br />RCjuF FRAMING LEDGER TO WOOD: � <br />(4) 12d COMMON W Q <br />2ri, ..... ..... .........(6) 12d COMMON Z <br />2x1'J (8) 12d COMMON Ur > Q Q <br />2x 12..............................(10) 12d COMMON W M W 0 <br />LL�Di�ER1 TO CMIJ (kNf/ 3" TAPCON OR TITEN): Q Q J W w <br />PT 2x6.._ 12) ROWS %4" 0 @ 24" O.C. STAGGERED � <br />PT 2x8.......2) ROWS %4" 0 @ 16" O.C. STAGGERED I Of <br />P-f 2x10.. !21 ROWS %4" 0 @ 8" O.C. STAGGERED o � li X <br />PT 2x12 .-(2) ROVJS %4" 0 @ 6" U.C. STAGGERED ILL LL r- <br />� Z r- <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): ! � Z <br />2x6 ... . - ..__ .. . .._(3) 16d COMMON H : <br />2x8 .(5) 16d ;O MUN <br />U <br />2x10._ ....... .......(2x12 .. ........... ._....... 9) 16d COMMON 0 ~ CL Z <br />FL01 R FRAMING LEDGER TO WOOD (W/ SCREWS): � O Q <br />PT 2x5 __ . _.(3)14" x 4-Y" LONG #14 WOOD SCREWS U ILL. <br />PT2x8 ... ........ .(5) W x 4l/V LONG #14 WOOD SCREWS Q <br />PT 2x'10 _.. .... ........(;) Y/" x 4-Y." LONG #14 WOOD SCREWS J <br />PT 2x12.. __...... . ..... .... (9) 3:;' x 4-1,%," LONG # 14 WOOD SCREWS o Abbott Park v <br />co <br />4 ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE � LOT 015-02 0 <br />SRAC!`dG DE-iA.IL. IF PORCH SHEATHING DETAIL !S Q ILL!PROPERLY APPLIED, SEE DETAIL. SHEET ST-6/7. _ -- -- - - <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF Z Z <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT — Vr <br />PERMITTED AT THIS LOCATION }- '- <br />-. - - --- --- - --- — — — PROJECT NO: W <br />- 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D O o <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. jO 2020.005372 LL <br />STAGGERED Z O <br />DRAWN: <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 2 DO <br />1 U _ o <br />w CHKD: LO <br />EAF c/) <br />1 LU W <br />Q_ <br />Q U <br />< <br />-` X co <br />B3 Q ,,�tt►t���r�i sT-6 -� �.� '(I.. LAN �, <br />o N.• �� c E N s4$ • Z <br />` <br />* NDky* ocubign <br />W ed <br />Z <br />:� E OF <br />'. <br />&AA11D, 35... Z <br />Ai�`���� <br />O 07-02-2020 p <br />I•= W <br />co <br />U REVISIONS: LU <br />UL -- I— <br />No. Description Date w <br />co J <br />O I- <br />- o 0 <br />Z <br />2 <br />U <br />W <br />H ' <br />W STm3AA <br />i <br />Q ' <br />CMUIMETAL CONNECTOR ENGINEERING <br />