Laserfiche WebLink
7ocuSign Envelope ID: A8963624-09DD-415B-9F80-E752BDB957DB <br />1 st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES <br />« DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />BY BUILDER <br />« UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN., <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />CONNECTOR. <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />« FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />RAFTER SPAN SCHEDULE <br />-- .. - <br />O.0 LUMBER SIZE <br />2x6 2x8 2x10 2x12 <br />12" <br />15-5" 19' 11" 23` Q" 26'-0" <br />-- 16" <br />13' 4" ! 17'-3" 20' 7" ; 22'-0" <br />24" <br />10'-11" 14'-1" 16-10" 19'-9" <br />20 L.L115 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.0 LUMBER SIZE <br />SPACING <br />_ <br />2x4 2x6 2x8 2x10 <br />12 12'-5 19 6" 25 8" 26 0 <br />I .... <br />I 16' 11'-3 17'-8" 23-4" r- 26 0 <br />24 I. 9'-10 15'-6" 20 1" 23'-11" <br />10 L.L./5 D.L. #2 SYP <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />2, TYPICAL BEARING BLOCK <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />MATCH DIMENSION OF TRUSS MEMBER. <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />i <br />3. LEDGER FRAMING NOTES <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />(MAX 24" O.C. SPACING) OR <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />LOCATIONS ON PLAN <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />PROTECTION AGAINST CORROSION <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR <br />LEDGERS ARE FOR INTERIOR USE ONLY. <br />ROOF FRAMING LEDGER TO WOOD: <br />2x6...._ ..........................(4) 12d COMMON <br />2x8_...............................(6) 12d COMMON <br />2x10.................................(8) 12d COMMON <br />2x12_.............................(10) 12d COMMON <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />PT 2x6.......(2) ROWS ;4" 0 @ 24" O.C. STAGGERED <br />PT 2x8 ......(2) ROWS 'iQ" 0 @ 16" O.C. STAGGERED <br />PT 2x10..._(2) ROWS 1%1" 0 @ 8" O.C. STAGGERED <br />PT 2x12._..(2) ROWS',G" 0 @ 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />2x6...... ..........................(3) 16d COMMON <br />2x8..... ...........................(5) 16d COMMON <br />2x10.................................(7) 16d COMMON <br />2x12...............................(9) 16d COMMON <br />i <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />PT 2x6.._............................(3)'/4" x 4-%" LONG #14 WOOD SCREWS <br />PT 2x8................ _................ (5) %' x 4 '/2' LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) Y4" x 4-%," LONG #14 WOOD SCREWS <br />PT 2x12............. .. ................(9)/d' x 4-%" LONG #14 WOOD SCREWS <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTWM20: INSTALL (1) STRAP ON EACH FACE OF <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION — — — <br />D <br />U <br />0 <br />co <br />rn E <br />o O <br />O <br />O 0 <br />APEX <br />0 <br />4 <br />O N <br />O <br />tt5 <br />T <br />N <br />m <br />_! <br />U- +� <br />w <br />_! tds 6 <br />J � <br />true design studios <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />o_ <br />o � <br />O F� <br />w <br />I-- <br />RRHOMON' <br />J <br />m <br />w -. <br />Z <br />w <br />(D <br />w <br />O <br />O <br />O <br />O <br />t` <br />F_ <br />ti <br />O Q C!) <br />Z W <br />W <br />Z J z LLJ <br />U <br />00 Uj O w <br />w <br />w Q <br />w Z < O <br />> <br />Z „ t <br />W LI..a 0t w <br />Of W w ti <br />O N x <br />LL LL <br />Z Q <br />O Z <br />O <br />Q 0 <br />IY w <br />O <br />w Z <br />O a. <br />U LL <br />Q w <br />J <br />cr_ Abbott Park Q <br />O U <br />LL 0 <br />Q LOT 005-03 0 <br />-................................-------------------. .........................__._. <br />f— <br />Z Z <br />—. - — - ---- ---- - - - -- PROJECT NO: w <br />6• • (1) 48" & (1) 24" BEARING BLOCK REQ'D ° 2021003499 0 <br />. <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. LL <br />STAGGERED Z _ . _....... - -- O <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U DRAWN: LDG O <br />Ul) <br />CHKD. <br />x <br />MJP U) <br />w w <br />U <br />Q ��t�tti�ltttr�l� cn <br />LgAI/, ��� Cn <br />Dbctt6igA@df Z16 <br />LU Q <br />S _d * _ <br />y o <br /><>p• <br />w . C -.O.•• STATE OF :441 U) <br />_,V% z <br />© 03-26-2021 p <br />1= w <br />U REVISIONS: Uj <br />No. Description 1 Date - w <br />J <br />� U <br />U � <br />° - -_ __-------------- -- o <br />O J _._.._....-. -- Z <br />= O <br />U � <br />w <br />x <br />w ST=3A <br />a. <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />r'i <br />