Laserfiche WebLink
DocuSign Envelope ID: 09989F2D-5C7A-404E-8991-AC81115DFD85 <br />II I _ i_ II' ! _31ff11 I Ill4 I L — - -I <br />1 <br />1 st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <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 />O.C. <br />LUMBER SIZE <br />SPACING <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />12" <br />15'-5" <br />19'-11" <br />23'-9" <br />26-0" <br />16" <br />13'-4" <br />17'-3" <br />20'-7" <br />22'-0" <br />24" <br />10'-11" <br />14'-1" <br />16-10" <br />19'4" <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. <br />LUMBER SIZE <br />SPACING <br />2x4 <br />2x6 <br />2x8 <br />2x10 <br />12" <br />12'-5" <br />19'-6" <br />25-8" <br />26-0" <br />16" <br />11'-Y <br />17'-8" <br />23'-4" <br />26-0" <br />24" <br />9'-10" <br />15'-6" <br />20'-1" <br />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 />I <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO I <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 />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 %4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS %4" 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 />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />PT 2x6...................................(3) Y4" x 4-'/z" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) 'W x 4 %" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) Y4" x 4-'/2' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) ''/<" x 4-'/2' LONG #14 WOOD SCREWS <br />4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM <br />GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />U <br />0 <br />rn E <br />o <br />N � <br />O <br />O p <br />APEX <br />N C.7 <br />C N <br />4 <br />O N <br />O <br />� R5 <br />N <br />M <br />J <br />U_ <br />W <br />J tds J-6 <br />� <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 <br />� to <br />LU <br />11HOMN' <br />to <br />J i� P� <br />C� <br />U <br />U <br />Z <br />W <br />W <br />IY <br />O This item has been electronically <br />O signed and sealed by Justin M Lanier, <br />O PE on the date and/or time stamp <br />O shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />O �n any electronic copy I _ <br />Z vU1♦1 <br />Z 7 <br />� J L w <br />LU _O c) <br />m <br />W <br />W <br />Z <br />> Q Q <br />W m w o <br />0 0 � w <br />w <br />O d' <br />_I X <br />ILL a LL� <br />z z <br />O O <br />F- <br />0 <br />0Y W <br />O F— <br />W Z <br />O W <br />U W <br />Q W <br />Abbott Park Q <br />O U <br />J a) <br />Q LOT 034-01 0 <br />f— <br />U Q <br />Z Z <br />U) <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D O PROJECT NO: W <br />2021.011080 LL <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. OJ Lf` <br />STAGGERED Z O <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 = DRAWN: C <br />U KME <br />CHKD: MJP � <br />x `� <br />W W <br />U <br />Q� U) <br />��iM LAO <br />m i • �,� F'• Z <br />W <br />No 85166 'S <br />z * �• DocuSigned by: •� * Q <br />O� � <br />i 4�7FDA9435..�� ((/ •. <br />i ' w <br />I ` (fJ <br />Q ,� •• O R 1'D • G� ��` Z <br />�i�SS i1111110 N Ali Q <br />O 09/16/2021 0 <br />H W <br />U REVISIONS: <br />LL_ � <br />Q No. Description Date W <br />(n J <br />Q <br />U <br />C� U) <br />O I- <br />z Z <br />= o <br />U <br />W <br />H <br />X <br />W ST=3A <br />a. <br />CMU/METAL CONNECTOR ENGINEERING <br />