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O O SEE ROOF rn SHEATHING �' cN CO 04 v *DIAGONAL SPACED PLAN '" CO �+r) O O 0 04 AT 15'-0" O.C. MAX V�J —il 00 00 ¢ � LL vi or 0) 2X4 BLOCKING 11 ` BETWEEN TRUSSES JACK TRUSS (AS SHOWN) �i! p r a .qi PROVIDE 2X4 MIN. BLOCKING AT ,,, SECT A_A O OF HIP/RIDGE, TYP.BETWEEN OR GABLE END SEE TRUSS d (n TRUSSES W/ (2) 12D NAILS EACH LAYOUT -� WOOD POST. SEE FLR END TO TRUSS TOP CHORD PLAN FOR SIZE & BASE CLIP EACH TRUSS STRUCTURAL SHEATHING j CONNECTION SEE (SEE ROOF PLAN ATTACHED PER NAILING TYP. PLAN FOR TYPE) SCHEDULE • TRUSS 'N kA EXTEND FRAME OUT TO VARIES W/ r ' BLOCKING , ROOF SLOPE SLAB 1 112 BLOCK EDGE A _ —� 1 . SEE DETAIL 4/D 1 —� (2) #5's CONT. T&B w/ FOR BEAM SIZE WOOD WALL G.T. 14 ` .4 #3 STIRRUPS AT 4'-0" OR TRUSS. 2X4 CONT. W/ (2) WHEN DEPTH EXTERIOR SHEATHING SEE PLAN 16d COMMONS ADD 2X4 ALONGSIDE PORCH SLAB SEE — ATTACHED PER NAILING} TOP CHORD WHEN REQ'D FOUNDATION PLAN '..,. EXCEEDS 30" SCHEDULE NAILS EACH° TO PREVENT PLYWOOD = GRADE 2x SPF #2 f STUD TYP. T&B SPAN FROM EXCEEDING ACK •.".• : —� z AT 16" O.C. ate" MAX 24" SPAN (EITHER USSES HIP _ TRUSS OR _u SIDE OR BOTH IF REQ'D) G.T �— ROOF SYSTEM BUILDER FRAME V-4" RADIUS CONTINUOUS LATERAL BRACING- AS REQUIRED NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS AT 2"O.C. SHEAR TRANSFER FOR NAILING AT 12" O.C. MAX 0 CROSS BRACING DETAIL JYP.)K"�,� w/BR 2-16dING- 2x4 SPF CHTRUSOSWEB HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL 14 KNEEWALL ENTRY FRONT WALL 6 EXTERIOR. WALL 7wr a� SCALE: 1/2" = T-0" SCALE: 1/2"=V-0" SCALE: 3/4"=V-0" SCALE: 1/2" = T-0" SCALE: 3/4" = T-0" _ ,gip'` .`� z 2x4 #2 SYP NAILER. NAIL TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS TO STUDS w/3-16d @ o CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2 -0 O.C. EA. STUD. TOENAIL EA. ROOF AND EXTERIOR 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2002 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB TRUSS TO NAILER w/3-10d SHEATHING ATTACHED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. PER NAILING SCHEDULE EXTERIOR SHEATHING W BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO ATTACHED PER INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST W/ (4) 10d TOP & USP LSTA30 SEE 2ND FLOOR WALL SECTION Z ,,� .•' ...... PRE-ENG. TRUSS 2x8 BLKING. NAILED EACH BOTTOM OR USP RT7 2X4 STUDS W/USP NAILING SCHEDULE 1Z38S2 t �i E p COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES @ w/11-10d TO BEAM FOR ADDITIONAL INFORMATION (2) 2x8 #2 SYP BEAM SPT22 @ BASE SEE ; OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d & TO COLUMN Wv SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10dCS W/ 7/16" O.S.B. FLITCH J/S6 FOR MORE 8 z N K SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH , PLATE INFO. � o w0 ff OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ° •co Co ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER 2X4 BASE PLATE W/ Z c �Z•,-•� .•' y ia� A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE • USP LSTA30 OR EVERY 3rd • F 4 F E S. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS MTW12 TO FLOOR W Qp w „ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER GIRDER BELOW @ 16" � � A o ''+'ft{titi SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" °�C �C O.C. C W N W LL la �� o O.C. MAXIMUM. 2x4 SPF 2 i w 1 v❑ 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD I o F NAILS AT EACH TRUSS INTERSECTION. MSTAM36 W/ (13) - 1Od NAILS I N rK000xasaa'n'nm CB SCREW EACH TRUSS I 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. & (5) 1/4" X 2 1/4" TITEN DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SCREWS EACH SIDE OF USP JU26 OR IF 2 PLY SEE FLOOR FRAMING PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B EXTERIOR CORNER TRUSS USP JUS26-2 AND J/S6 FOR MORE INFO. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS BUILT-UP COLUMN MIN. TRUSS TO LEDGER VERIFY WITH PLAN FOR DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) 2-2x4 UNDER EA. END OF LOCATION AND DIRECTION 16" FLOOR SYSTEM FLOOR GIRDER m PRE-ENG. TRUSS 2X8 #2 SYP CONT. LEDGER W/ 2X4 BLOCKING BEAM. MIN. (2)-10d @ 8" SEE PLAN FOR SEE PLAN FOR o 2X4 DIAGONAL AT 8'-0" O.C. (4) 16d NAILS ATTACH NAILS IF PARALLE SEE 2/D2 FOR a BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP O.C. EACH PLY ( DIRECTION CONNECTION MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. INTO END OF EACH FLOOR BLOCKING INFO) • DIRECTION TYP. A TRUSS, 24" O.C. MAX. (AT EACH MASONRY WALL SIDE OF G.T. INSTALL (4) NAILS (TYPICAL) SECTION a@ FLOOR EACH SIDE) DIAGONAL 2x8 #2 SPF RIDGE BEAM 2 X 4 P.T. PLATEz MAX-0„ WOOD 2x6 RAFTERS FOR SPANS 4FT TO 8FT SECTION AT LOW ROOF(9�CONNECTION r22'� TRUSS ' 2X4 RAFTERS FOR SPANS LESS THAN O O SCALE: 3/4" = 1'-0" ° U_ 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CMU BASE FILLED SCALE: 1/2" = 1'-0" COMMON TOENAILS TO RIDE BEAM W/ CONCRETE SEE W PLAN FOR SIZE J 2X4 CONT. AT� CONC. MASONRY o T & B CHORD STEEL OR WOODLO BEARING SUPPORT [—PORCH SLAB SEE EXTEND N FOUNDATION PLAN SLAB 1 112 A -A ALTERNATE BLOCKING 11" 11" DETAIL INTERIOR BEARING 20 KNEEWALL ENTRY FRONT WALL ;•i,l.. ��':' '} ° � 2 #5'sCONT.T&Bw/ SES�PB N Sr- LUJ -it OPE � � z � #3 STIRRUPS AT 4'-0" PORCH ...: (Corner shown. Interior Column similar) I — = WOOD TRUSS SCALE: 1/2" = 1'-0" 30 WHEN DEPTH (2) #5's CONT. T&B _ 4L A PROVIDE BLOCKING AT ALL TRUSS BEARING III— _ EXCEEDS w/#3STIRRUPSAT ��II ~ = Q SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE. 3/4 - 1'-0" GRADE 4'-0" WHEN DEPTH ` III�I— TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT _ _ EXCEEDS 30" �:;..'..:.. ^ . Z T. SCALE: 1/2"-1'-0" = •' _ Il jlIII�II 111—Illi;.l 12" MIN. w Q STEPS WILL VARY DUE TO SITE CONDITIONS, CONDITIONS, BUT USP LSTA18 USP HD4101F BUCKET 1'-4" BCR R311.5MUST BE BUILT AS PER CENTERED @ SEE ROOF PLAN F J OR 1s° --� M BEAMS TOGETHER 9 MORE INFO L.LI SPLIT TO TIE W SEE FLOOR PLAN > FOR COLUMN SIZEW J &ADDITIONAL INFO. PORCH SILL 15 PORCH STEP DETAILKo'170— SCALE: 3/4"=1'-0" SCALE: 1/2"=1'-0" Z SEE FLOOR PLAN SEE FLOOR PLAN FOR 7/16" OSB FLITCH PLATE UJ FOR COLUMN SIZE COLUMN SIZE & BASE REQ'D ONLY WHEN WOOD OR MASONRY & ADDITIONAL INFO. CONNEOPTION A 7/16" OSB FLCITCOH PLATOE OPTION B SCHEDULDON E/PLANEAM ABOVE MAONRY PIER W a SEE FLOOR PLAN FOR WOOD OR MASONRY TOP COURSE TO = REQ'D ONLY WHEN COLUMN INFO ABOVE MAONRY PIER BE CHAIR BLOCKS. INDICATED ON BEAM a SCHEDULE/PLAN INTEGRATE MASONRY SEE FLOOR PLAN FOR � ENTIRE BASE TO � KNEEWALL INTO CMU BASE COLUMN INFO BE FILLED SOLID SEE TRUSS PLAN COMMON 13M. TO POST ATTACHMENT A OR MAIN HOUSE PER FOR CONNECTION ELEVATION IF REQUIED SIMPSON HUC410 TO FRAME OUT TO SEE ROOF PLAN SCALE: 3/4"=1'-0" MASONRY KNEE WALL MAX 3 BUILT-UP COLUMN. IF BLOCK EDGE FOR BEAM SIZE & CMU BASE W/ (1) #5 SEE ELEV. FOR BEAM SITS ON COLUMN, W BM. SPLICE OVER COURSES w/ TOP K.O. COURSE CONNECTION INFO. � � CENTER OF POST w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. STRAP DOWN USING o A A CORNER FILLED WOOD BEA HTS20 STRAP. 0. z REQ'D @MID SPA MAX 6-8 SEE PLAN FOR MAX 3 SOLID. SEE ELEV. #5 REBAR CONT. SEE PLAN TOP OF BEAM Q COURSE FOR BASE SIZE @ SLAB LEVEL FOR SIZE SUPPORT COLUMN w (3) #5's EA. WAY BUILT-UP (3) 2x4's OR ILEXTEND SLAB 4x4 W/ (2)-10d NAILS @ w 1 1/2" BEYOND 8" O.C. EACH PLY 2x4 #2 SPF KNEEWALLUJI title: ° BLOCK FACE (SHOWN AS 4 x 4) W/ STUDS @ 16" O.C. W/ W .. 4 , _ STRUCTURAL SHEATHING " DETAILS (2) 2x8 #2 SYP W/ 16 SEE FLOOR PLAN FOR _ = a •:_. 2 SIMPSON HETA20's ci - () ON BOTH SIDE FROM TOP O.S.B. FLITCH PLATE z COLUMN SIZE & —I + ° EXTEND w/(12)-16d EA. TO COL. OF WALL TO BOTTOM OF o ADDITIONAL INFO. ( — 8 '' `A ALT: 2 MSTAM36 SEE PLAN FOR BEAM 'c SLAB 1 1/2 TYPICAL () BEAM, ATTACHED PER BRG. INFO. PORCH SLAB SEE — a .6 BLOCK STRAPS CENTERED w/ NAILING SCHEDULE. Z project no. 2017556 (WOOD COLUMN SHOWN) SLAB = ` °° FOUNDATION PLAN WALL (13)-10d NAILS Ea TO COL. BUILDER FRAME W checked: AB/MC FLASHING TO BE - ,.... ; LEVEL — _ RADE .,, RADIUS AS REQUIRED o FLEXIBLE SELF SEE CUT (2) #5's CONT. T&B w/ —, z I drawn: ADHESIVE TYPE 8" UP o _ MIDDLE CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" I�- N date: 10-09-17 bo MIN 3 x 3 WEEP HOLE SECTION FOR WHEN DEPTH .., -p TIE BEAM 2x BUILD -OUT BEYOND COLUMN MORE INFO ALONG w/ PITCHING SLAB EXCEEDS 30" V-4" AS NOTED TO DRAIN WATER N scale: a SEE FOUNDATION KNEEWALL ENTRY � CORNER PLAN FOR MORE INFO KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN BEAM a@ RAISED ENTRY@ MASONRY WALLK-3_1-- FRONT WALL 44 COMMON B M . ATTACHMENTr18 ENTRY PORCH SILL 16 SCALE: 1 /2" _ ,'-0" SCALE: 3/4" _ 1'-0" D 1 a SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 0 U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. EDITED: