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-��IIJIWILd»1sai��E>•u•u.a s•�I �iunumw!rrw+ 11mum.LWA,l�� 1�1 i I I I - I I I' i I I I I! li i r- -- - II i 1 � 'I i I i' II i i I i I -- N -- j III it i) I ! 11 i Ili I� I It ! I i I' I iI I I I I I it I I i I Ii I j I I I i II II f; -- I --- — 11 'I i I I li i II I I II I - - - I• � I� i II , I I I I II I ii I I I 'I j ll i � i 11 I� I I I j j I j I' jliF 'j I I � I r i I I I i I i i i i I I II II it I I I I I I I L__ A ��-- I j � I I ICI I I - -- I I �! I I I I iIII I I' i I fr I I j I I Ili i I I �I I I I -�- V -- i j II'I I li i i III I I I I I I i I 1 i i , I - I I I i I I I it III I I � III i i I I - -- I li — - - - j I -- -- � I', I� j I I. I it i I III - L- — L - I I I I i I i! I I I i I j i - I i I I I I I II I j I I it II I , I i i � I I I I T 1 R 2 ME A 2 O T 2 H M2 S 0 5 O 0 � I I I I I _ I - I 1 st LEVEL ROOF FRAMING PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES �IZ) SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES C) - -- cl� • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED >' BY BUILDER o 1 p 14- UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, `" 0• ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING CY TO THE TYPICAL WALL SECTION. SEE SHEET ST-5. 0 0• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR Z A PEX TRUSS LABELS & DIMENSIONS j OVERFRAMING NOTES w • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. Z Q7 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 N0.2 SYP MIN.; U) • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d ::) COMMONS MIN. m • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. w • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. w • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Z RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. (D Z RAFTER SPAN SCHEDULE W tds N O.C. - - - - Q true design studies > SPACINGLUMBER SIZE 0 _ 2x6 I- - 2x8 2x10 2x12 12" 15 5" 19'-11' 23' 9' 26o' U_ 9000 REGENCY SQUARE BLVD. (D 16" j 13'-4° 1 1T-3" 20'-7" 22'-0" Z SUITE 100, JACKSONVILLE, FL 32211 - --`G - �: - - G' 1' --Cn 16�-10" 19'-9" O 904.821.5200 p - - - - --- I - - - -- 1 --- -- ---- - 20 L.L./15 D.L. #2 SYP F CEILING JOIST SPAN SCHEDULE _-- S.O.C. T - -_- -- LUMBER SIZE a 2x4 2x6 j 2x8 2x10 O04"HOMN' -- - -- -1 12" 12'-5" 19'-6" i 25'-8" 26'-0'U L _ . _ _I- .- -- -- Q ° --- 16 - - 11'-3" - 17'-8" i-23'-4' _ 26'-0" 24"-9'-10' 15'-6' 20'-1 23'-1� - __.- -- - � -- - ---- -- -- ---- O 10 L.L./5 D.L. #2 SYP J TRUSS FRAMING KEY NOTES w r Q � NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _ 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. Z 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO O MATCH DIMENSION OF TRUSS MEMBER. J ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS O BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. I = 3. LEDGER FRAMING NOTES U w • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS F- AT EVERY SUPPORT WITH FASTENING SHOWN BELOW X (MAX 24" O.0 SPACING) OR W • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE Q wi FASTENING SHOWN BELOW X • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Q Uj 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 0 W FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR W O LEDGERS ARE FOR INTERIOR USE ONLY. Z V J ROOF FRAMING LEDGER TO WOOD: Q 2x6..... ........ ...............(4) 12d COMMON 2x8. . ..... ..... .. .. w < O (6) 12d COMMON � 2x10 .. ... .......... ....(8) 12d COMMON (D > Q 2x12 ..... (10) 12d COMMON Z (D Uj LEDGER TO CMiJ (W/ 3" TAPCON OR TITEN): O W PT 2x6... .... (2) ROWS 1/2" O @ 24' O C. STAGGERED 0 W W Q PT 2x8. (2/ ROWS '4" 0 @ 16' O.C. STAGGERED Q PT 2x10. .(2) ROWS O @ 8' O.C. STAGGERED C) w PT 2x12_ 32) ROWS %" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): Q ti 2x6.... ................. (3) 16d COMMON X 2x8 .. .. ..... .(5) 16d COMMON } r- 2x1G .. ... (7) 16d COMMON 0 `- 2x12 .... ............. (9) 16d COMMON O O J FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): Z 0 PT 2x6 ... .. ........... (3) %" x 4-'/z LONG #14 WOOD SCREWS = I - PT 2x8 .. ............ .(5) /< x 4-hLONG #14 WOOD SCREWS W Z PT 2x10. .............................. ',1 x 4-'/2 LONG #14 WOOD SCREWS ......(7) �- Abbott Park LL PT 2x12.................................(9) /< x 4-'/z, LONG #14 WOOD SCREWS X a. w u- 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE Q LOT 006-01-A w BRACING DETAIL IF PORCH SHEATHING DETAIL IS _ J PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. U 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF (A THE WALL - (2) FITWM20 ON SAME SIDE OF WALL IE NOT ---- ---------- --------- -- 0 PERMITTED AT THIS LOCATION PROJECT NO: w �- 2020.001716 z DRAWN: SLC W 0 CHKD. EAF w O O LO w a U U) ZCIO r� 02-25-2020 C7 z REVISIONS: < No. Description Date w r� w w J Q U O ST=3A Z O 0 f_MII/MPTAI rONINIF:rTOP FNIrINIFFRINI[;