Laserfiche WebLink
ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6B83060Ei(;82C <br />LTA.12 OR <br />:2'L 1, FSM20 <br />I st LEVEL RC '.)F RAM-ING PLAN, <br />1/4" - I' Ot bVHEN PRIN 1 ( ;) , <br />TRUSS FRAMING GENERAL NOTES 2 <br />SHEET sTi 5 GENERAL NOTES <br />C� <br />L;RAFT STOPPING A.,FLOOR TRUSSES TO BE PROVIDED 1rn <br />E <br />13Y BUILDER 0 <br />0. UNLE-SS SPEC!FICALLY NOTED ON TRUSS FRAMING PLAN. NLO <br />AU_'f RUSS 1'(,Wr-101) CONNECTIONS SHALL BE ACCORDING <br />:0 TI-JE TYr. 1C 0,1 'AIALL SECTION, SEE SHEET ST-5. b 0 <br />0 REFER TO (;0MPoNl:NT MANUFACTURER'S LAYOUT FOR z C <br />LABEL S 8, 011VIENSIONS C/) APEX 0 <br />i, _)VER ' F-i�AMING NOTES � <br />W <br />ALL RAFTER'; TO EIF MIN. 2x6 NO 2 SYP @ 24" O.C. MAX a) <br />z <br />• <br />1M.1- "SLEEPERS" LC BE: PLANK -ORIENTED 2x8 14C.2 SYP MIN. W cc <br />• PAS TEN 'SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d 0 <br />COMMONS MIN. <br />o EACH RAFTER TO "SLEEPER*'WI SIMPSON H3 UPLIFT <br />GONNECTOR, W <br />Ai-L RIDGE BOARDS TO BE 2x8 NO 2 SYP MIN. LLJ <br />• FAS rFN 2x6 NO.2 c-*,YP COLLAR TIES FROM RAFTER TO z <br />RAFTER WHERL APPUCABLE W/ (5) 10d COMMONS MIN. 0 <br />RAF'f-,LIMBER <br />z tds �6 <br />-R SPAN SHW (D <br />true design A <br />LUMBER SIZE <br />311:1ACING <br />2x6 2x8 2x10 2x12 <br />0 <br />16'-5' 1 v- 11'. 2S-9" 26'-0" _j 9000 REGENCY SQUARE BLVD. a) <br />13'-4 ILL 20'-7" 22 -0" SUITE 100, JACKSONVILLE, FL 32211 <br />241 14'.1" 16z 0)-10" 0 904.821.6200 0 <br />26 1. L115 1) L #2 SYP <br />CEILING JOIST" .:;PAN SCHEDULE <br />........ .. .. ..... . ... cr, <br />LUMBER SIZE <br />2):4 1 2xri 2x8 7xi 0 <br />0 04ROH090N a) <br />12-5" 191-61, 25-8" 26-0" 0 <br />i1'.3" 174023'-4" 26'-0" <br />0 <br />(1 151 f5" 20'-1" 23'-11" <br />1u L 1-15 L). L. #2 SY_j <br />P 0 <br />.... ....... . ... ._ ........ .. 11- <br />TRUSS FRAMING KEY NOTES PLAN <br />< <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON <br />I SF:t_.'SH(_AR PANEL" DETAIL ON DETAIL SHEET. z <br />2 *rYPiCAL. BEARING 61-OCK <br />BEARING BLOCK TO BE NO.2 SYP MIN 48" LONG AND TO <br />0 <br />MATCH DIMENSION OF TRUSS MEMBER. <br />I A(__'H BEAT -ZING BLOCK TO TRUSS VERTICAL OR TRUSS 0 <br />L")(710M CHORD,,V1 (3) ROWS 10d @ 4" O.C. STAGGERED. z <br />LEDGER FRAMING NOTES L) <br />Uj <br />FASTEN NO.2 SYP LEDGER TO FRAMINGITRUSS VERTICALS I" — <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW x <br />iMAX 24" O.C. SPACING), OR UJI <br />FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE la- <br />w/ FASTENING SHOWN BELOW < <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED x Uj <br />LOCATIONS ON PLAN r) <br />S11 ' E TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />PROTECTION AGAINST CORROSION co <br />• E,<T'ERi(-)R DECK LEDGERS SHALL BE SECURE TO WALL 0 z <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR W <br />LFDGERS ARE FOR INTERIOR USF ONLY. z 0 <br />RAWNG LEUGC RTO WOOD <br />JW <br />... .... COMMON <br />2 12 .. .. ... ... .... 001 12d COMMON Z <br />W <br />rO C MIJ TAPCON OR TITEN <br />!2%. RC)WC� t,.'j"o ;,Cj_24*'O C.. 13TAGGERED 0 Uj <br />00 <br />(2" R 0`14 0 J k.) C STAGGERED W <br />(2) R 0 'VS 0 :w U. I'l STAGGERED <br />LL <br />F',-C)('*dR FRAMING LEDGER TO VVOOD A NAILS): < ti <br />U) <br />.... .... . ........ .......... (3) 16d COMMON This item has been electronically x <br />X8 ....... ... ..... .. ............(5) 16d COMMON signed and sealed by Justin M Lanier, <br />2), 10_ . . ... .. ... ....... ...... (7) 16d COMMON PE on the date and/or time stamp <br />2>,12,. 11 ....... 11 .. . ..... .(9) 16d COMMON o shown using a digital signature. z <br />j 0 <br />z <br />'..00R FRAMING LEDGER TO WOOD (W/ SCREWS): 0 <br />LU <br />P'T"",xt . ...... ....... . ............. . (3) ''a" 4-16" LONG #14 WOOD SCREWS <br />2 yc 4 x 4-'1:!0 z" LONG #14 WOOD SCREWS <br />W <br />(7) 14" x 4 2" LONG #14 WOOD SCREWS <br />I-_ Abbott Park X <br />PT2x12 .... ..... . ....... .. ...... (9) Y." x 4-1/2" LONG #14 WOOD SCREWS X CL <br />LLJ ILL <br />4. ANGLE & LATERAL. BRACES MAYBE OMITTED FROM GABLE C.L LOT 010-02 W <br />13RACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Pf"'OPERLY APPiJUD, FEE DETAIL SHEET ST-6/7. <br />5 IF USING (2) HTWM20.!NSTA1A. (1) STRAP ON EACH FACE OF <br />1-07 - Af WALL - (2) HTM20 ON SAME SIDE OF WALL IS NOT <br />L"..111 T-T ED ATTHIS L OC1,TIC)N . ..... . PROJECT NO: <br />2020.004117 z <br />................................. .. ........................................ <br />DRAWN: <br />IMU W <br />CHKD. U_ <br />EAF 0 <br />0- <br />0 <br />to <br />U) <br />!0 5iM LAN W <br />% % <br />_j <br />0 <br />No 85166 <br />DOCUSIgned by: <br />U) <br />J <br />-Io z <br />yFOIW�ACCV15 :4U <br />Al <br />00 .0 0 <br />0 <br />4f <br />J * <br />is <br />06-12-2020 <br />z <br />3: <br />REVISIONS: <br />No. Description Date <br />..... . ............. W <br />U) <br />W <br />T <br />.............. ............... <br />.............. ............................... . .. . ........... <br />0 <br />z <br />ST=3A '0' <br />0 <br />CNIUMETAL CONNECTOR ENGINEERING <br />