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Q LO 3 r2 of 8 t2 LO LO H a 0 N Q O E 9 10 i= 4 C E , C.. v E CIL a c c c Of c 0 c a NOTE: PENDING BEAM "DIAGONAL SPACED BEARING LOCATION, THE AT 15'-0" O.C. MAX BEAM CAN SIT ON TOP OF SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT COLUMN w/ (2) SIMPSON PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN HTS20 w/ (24) 10d x 1 1/2" JACK TRUSS (AS SHOWN) TRUSSES W/ (2) 12D NAILS EACH NAILS EACH OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT 2X4 BLOCKING TYP. SIMPSON HU46/HUC46 w/ (8) CLIP EACH TRUSS �— 16d NAILS TO POST & (4) 10d SEE ROOF PLAN BETWEEN TRUSSES (2) 2x8 #2 SYP w/ FOR TYPE) TRUSS NAILS TO BEAM O.S.B. FLITCH PLATE BLOCKING SECT. A -A kA TOP @ TRUSS BRG. FRAME OUT TO U.N.O. ON ROOF SUPPORT COLUMN BUILT-UP BLOCK EDGE PLAN (2) 2x4's OR 4x4 w/ (2) 10d G.T. NAILS @ 8" O.C. EACH PLY SEE PLAN (SHOWN AS 4 x 4) FOR BEAM SIZE ADD 2X4 ALONGSIDE EXTERIOR SHEATHING TOP CHORD WHEN REQ'D (2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING TO PREVENT PLYWOOD TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE 2x SPF #2 SPAN FROM EXCEEDING ACK WALL SIMPSON MSTAM36 w/ (7) 10d AT 16" O.C. MAX 24" SPAN (EITHER USSES HIP & (4) 1/4"x2 1/4" TITENS EACH SIDE OR BOTH IF REQ'D) 00 G.T TIE BEAM --BUILDER FRAME RADIUS CONTINUOUS LATERAL BRACING - AS REQUIRED NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS 12" NAILS A FOR NAILING AT 12" O.C. MAX X-BRACING-2x4 SPF OR SYP BEAM @ RAISED ENTRY w/ 2-16d @ EACH TRUSS WEB �+ BRACING DETAIL(TYP.)K"HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6 CROSS 1 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. SIMPSON LSTA18 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN #2 SPF 48" O.C. W/ (4) CENTERED AT 1S6d INTO NHEADER & (6)4) FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS- EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) (10) 8d NAILS INFO OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIMPSON HTS20 w/ (24) 10d x SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" NAILS EACH —SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION COLUMN SIZE & BASE 7/16" OSS FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. - & ADDITIONAL INFO. SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd REQ'7/16"D OSB FLITCH PLATE SEE FLOOR PLAN FOR RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING INDICATED ON BM. C w/ (3)10d SEE 2ND FLOOR WALL SECTION PER NAILING SCHEDULE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 2x4 SPF 2 (2) #7 x 3-1/2" OPTION A SCHEDULE/PLAN OPTION B CONNECTION INFO OPTION O.C. MAXIMUM. WOOD SCREW EACH 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT KA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & BM. SPLICE OVER ATTACH FIRST PLY 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST E D 16d NAILS H EA N DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) q A END C TRUSS THEN SEE PLAN FOR ATTACH SECOND PLY 2X4 BLOCKING TOP OF AM w/ (3) ROWS OF 16d 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. NAILS AT 24" O.C. • DIRECTION TYP. q • DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8)10d NAILS AT 8'-0" WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) — OR IF 2 PLY TRUSS SIMPSON ZSEE FLOOR FRAMING PLAN MAX TRUSS "k SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. AND J/S6 FOR MORE INFO. CANTILEVER IF MTS18 w/ (14) LEDGER THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d INDICATED VERIFY WITH PLAN FOR COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) COLUMN SIZE & TYP. U.N.O. 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION MASONRY ADDITIONAL INFO. LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR 2X4 CONT. AT CONC. T & B CHORD STEEL M WOOD (WOOD COLUMN SHOWN) FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION PLAN FOR MORE INFO SCALE: NTS DETAIL @INTERIOR BEARING 3 5 4L SCALE: NTS COMMON B M . ATTACHMENT 1 g WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS 2x STUDS @ 16" O.C. VARIES � �� ! �� 1� � ��y � r � � w/ SIMPSON SP1 w/ (10) 10d ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR NAILS AT BASE & SIMPSON ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP NAILING SCHEDULE 77OUTLOOKER 4" O.C. INFO. 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d COMMON TRUSSES. ti ATTACHED PER TO TRUSS W/ (2) 12d TOENAILS TOENAILS TO TOP' SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE EACH END ( BETWEEN TRUSSES PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS (2) 12d NAILS TO EACH VERTICAL STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOFNVALL STUD) ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS-- SHEATHING ATTACHED ! SCHEDULE _ - h j PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d - — VARIES SEE PLAN 2x4 BASE PLATE W/ 1/2 PLYWOOD NAILS @ 16" O.C. ALONG W/ VARIES W/ FOR WALL LOCATION SIMPSON LSTA30 w/ "' SIMPSON MTS12 w/ BLOCKING G x 11 1 1/2" NAILS TO BLOCKING (2) 16d NAILS TO ROOF SLOPE (22) 10d NAILS OR r - BELOW 16' O.C. SIMPSON MTS12 w/ EACH COMMON x � I' @ ' WOOD WALL MIN. 2x4 #2 SPF STUDS (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING r ra. , i@ - TYP TOP & BOTTOM OR TRUSS. 2X4 CONT. W/ (2)— 16" O.C. W/ EXTERIOR TO FLOOR GIRDER SEE PLAN 16d COMMONS BELOW @ 16" O.C. NAILS EACH SHEATHING ATTACHED PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD i / NAILS RING STUD TYP. T&B (3) 12d TOENAILS TO --- - 4. HETA16 w/ (9) 10d x 1 1 2 @ FLOG PLATE BELOW - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS „ TRUSS OR SEE PLAN FOR OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ ROOF SYSTEM TOP OF WALL SEE TRUSS PLAN a,, (24) 10d x 1 1/2 NAILS @ 4-0 O.C. MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR SEE PLAN MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD SI FLOOR WALL w/ °' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) PLAN FOR MORE 16" O.C. MAX. FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END 3 SHEAR TRANSFER INFO. SECTION @ CONNECTIONS TO G.T. CONNECTION r22 SECTION AT HIP GABL 12 SECTION BUMP OUT �39 EXTERIOR. WALL(7'��SECTION ENTRY 8 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTION R �i 00 N W. r R ` F L O the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers sionalure and seal. W a g g8 00 0 W r� inr,-O-t-L32 8 , fA Q tN•� v 2SS C w It —1 5 a lL LL LL W 0.V ,^ Z — o m c M, 24iO w a W ��rn 0 or m L'o -0 N Z d N OU U Z W p0 � v Z z� M N Cl) z Q _ o_ .-- N f� o U O w s V1 C N U w 8 _ Q cm O z J � S o O E WoEE az UO Z t �n WE z Nra C J Yba �� iy 3 �m a S� 2. ao= W� ^7 2I U o O >Q LID LIB M -^ N F-- 00 �i � O CID O O co m m c IN QI Q -2fV 2 o Qi O 00 O N o ` Lf)O M Q U')T (.0 00 ui E M C E OO O M 0 c n a U _j Q c JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. D1