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- - - - - - - - - - - - - - - - - - SEE ROOF 1,-0 � PLAN SHEATHING CN 0 fJ 00 CV 0I *DIAGONAL SPACED C') CD N I AT 15 0 O.C. MAX e- J CO LL C� -o 2X4 BLOCKING 4 _ BETWEEN TRUSSES PROVIDE 2X4 MIN. BLOCKING AT JACK TRUSS (AS SHOWN) Q� o M a Q OF HIP/RIDGE, TYP.BETWEEN LAYOUT TRUSSESEND SEE TRUSS SECT. A -A Ev j TRUSSES W/ (2) 12D NAILS EACH WOOD POST. SEE FLR END TO TRUSS TOP CHORD PLAN FOR SIZE &BASE CLIP EACH TRUSS STRUCTURAL SHEATHING CONNECTION SEE (SEE ROOF PLAN ATTACHED PER NAILING d ° TYP. PLAN FOR TYPE) SCHEDULE "'```�j� • I I TRUSS 'N kA EXTEND FRAME OUT TOVARIES W/ BLOCKING SLAB 1 1/2 BLOCK EDGEROOF SLOPESEE DETAIL 4/D1 �� (2) #5's CONT. T&B w/ FOR BEAM SIZE WOOD WALL ----------------------------------------------- --------------- ' G.T. - - - o 7#3 STIRRUPS AT 4-0" OR TRUSS. 2X4 CONT. W/ 2 H EXTERIOR SHEATHING O) ADD 2X4 ALONGSIDE PORCH SLAB SEE = I WHEN DEPTH ATTACHED PER NAILING SEE PLAN 16d COMMONS ! ,- a EXCEEDS 30" 2x SPF #2 TOP CHORD WHEN REQ'D FOUNDATION PLAN — SCHEDULE NAILS EACH ° , • TO PREVENT PLYWOOD<,' y SPAN FROM EXCEEDING ACK N z MAX 24" SPAN (EITHER HIP - TRUSS OR USSES SIDE OR BOTH IF REQ'D) G.T - !- ROOF SYSTEM BUILDER FRAME 1'-4" RADIUS CONTINUOUS LATERAL BRACING- AS REQUIRED r R X-BRACE AS SHOWN- NSITAOLLEBLKG AT RUSS WEBS o FOR NAILING (2) 12D NAILS SHEAR TRANSFER AT 12 O.C. MAX CROSS BRACING DETAIL (TYP.)/e'1 w/BR CING- 2x4 SPF OR SYP HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL 14 KNEEWALL ENTRY FRONT WALL 6 EXTERIOR. WALL SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" SCALE: 3/4"=V-0" SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" �I--= 7 -,f _ ((r f� TRUSS NOTES: 2x4 #2 SYP NAILER. NAIL TYP. HAND FRAMING ABOVE TRUSS TO STUDS w/3-16d @ 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 ANSI/TP1-2002 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB TRUSS TO NAILER w/3-10d SHEATHING ATTACHED IVY (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. 4 12d WHEN " �� O 2 x 6 #2 SPF 48" O.C. PER NAILING SCHEDULE EXTERIOR SHEATHING � � w 01 - BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO W > �= cv �'.. z °:Q INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST W/ 4 10d TOP & ATTACHED PER o e z ocv t O USP LSTA30 = a w 4- �m PRE-ENG. TRUSS SEE 2ND FLOOR WALL SECTION 2x4 STUDS W/ USP . N �' COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 w/11-10d TO BEAM NAILING SCHEDULE ono ` a-.rq��1 F� (2) 2x8 #2 SYP BEAM FOR ADDITIONAL INFORMATION SPT22 BASE SEE W u �M o -� • '�° SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d @ t OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD & TO COLUMN W/ 7/16" O.S.B. FLITCH w�o G. H !� REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d J/S6 FOR MORE LL a' r SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & < 0� 0 03 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH e PLATE INFO. LL sw •. �� ° w�� c`:` �? e OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED o °° y m S z d oa Q•aW. 1, L� :'`QJ ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER ° w �� aza $ o' ........ A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. TIE ° 0 2x4 BASE PLATE W/ �No W ° Z.- /--COLLAR �` EVERY 3rd ° USP LSTA30 0R = � - s _ - 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER ° MTW12 TO FLOOR -a2y z LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING ow W <' u o w SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" GIRDER BELOW @ 16" o `� a Q O.C. MAXIMUM. O.C. m LL 2x4SPF2 wWW U 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD I F LU Fir NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS MSTAM36 W/ (13) - 10d NAILSo�oxasaabam OR USP RT7 @ 48" O.C. & (5) 1/4" X 2 1/4" TITEN I DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SCREWS EACH SIDE OF USP JU26 OR IF 2 PLY ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B EXTERIOR CORNER TRUSS USP JUS26-2 SEE FLOOR FRAMING PLAN — 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS BUILT-UP COLUMN MIN. AND J/S6 FOR MORE INFO. TRUSS TO LEDGER o DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) 2-2x4 UNDER EA. END OF VERIFY WITH PLAN FOR PRE-ENG. TRUSS 2X8 #2 SYP CONT. LEDGER W/ 16' FLOOR SYSTEM FLOOR GIRDER m 2X4 BLOCKING BEAM. MIN. (2)-10d @ 8" LOCATION AND DIRECTION = 2X4 DIAGONAL AT 8'-0" O.C. (4) 16d NAILS ATTACH NAILS IF PARALLE SEE 2/D2 FOR SEE PLAN FOR SEE PLAN FOR a BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP O.C. EACH PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. INTO END OF EACH FLOOR BLOCKING INFO) DIRECTION CONNECTION DIRECTION TYP. A TRUSS, 24" O.C. MAX. (AT EACH MASONRY WALL SIDE OF G.T. INSTALL (4) NAILS (TYPICAL) SECTION @ FLOOR ' EACH SIDE) F, DIAGONAL 2x8 #2 SPF RIDGE BEAM 2 X 4 P.T. PLATE i AT 8'-0" W00D SECTION AT LOW ROOF 9 CONNECTION 22 MAX TRUSS �C �C 2x6 RAFTERS FOR SPANS 4FT TO 8FT TT 2X4 RAFTERS FOR SPANS LESS THAN O O SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" ° 1 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CMU BASE FILLED COMMON TOENAILS TO RIDE BEAM W/ CONCRETE SEE v OPLAN FOR SIZE 2X4 CONT. AT CONC. MASONRY z T & B CHORD STEEL OR WOOD U MM' Lo BEARING SUPPORT a Q W N 0) I PORCH SLAB SEE EXTEND o f FOUNDATION PLAN SLAB 1 1/2" 11„ 11„ IUD A -A ALTERNATE BLOCKING W N DETAIL INTERIOR BEARING KNEEWALL ENTRY FRONT WALL i•� 2 #5'scoNT.T&Bw/ SEE LA6@ SLOPE LU z I M A @ 3 @ ( ) PORCH .. • - M --4° • 4. ,..,q..., #3STIRRUPS AT4-0 SCALE:1/2"=1'0" (Corner shown. Interior Column similar)�30- I. III Il,l�il z - -- ---- WHEN DEPTH = O WOOD TRUSS _ !_ _ (2) #5's CONT. T&B'-::•:..: '; :. •:. a.. ': A PROVIDE BLOCKING AT ALL TRUSS BEARING--__�_�, • ', EXCEEDS 30" w/ #3 STIRRUPS AT la ! : • •' � � SUPPORT WHERE TRUSS DEPTH EXCEEDS --; GRADE 4'-0" WHEN DEPTH SCALE: 3/4" - 1'-0" a I : • �� I I_ ..., • ' �; - TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT - -- -- EXCEEDS 30" _ ,I Z 0 CD SCALE: 1/2"=1'-0° -, • __ - c II'III �.IT__I_I IE1-1iI= l 12" MIN. w z Z O } -_I < ' _ _ STEPS WILL VARY DUE TO ��-_III; III-IIV='' SITE CONDITIONS, BUT p MUST BE BUILT AS PER 1 W USP LSTA18 USP HD4101F BUCKET 1'-4" FBCR R311.5 I--16 Ix CENTERED @ SEE ROOF PLAN FOR SPLIT TO TIE MORE INFO M W BEAMS TOGETHER W SEE FLOOR PLAN FOR COLUMN SIZE o & ADDITIONAL INFO. PORCH SILLr15 PORCH STEP DETAIL 17 o J 0 '^ SCALE: 3/4"= V-0" SCALE: 1 /2"=1'-0" v ) SEE FLOOR PLAN SEE FLOOR PLAN FOR 7/16" OSB FLITCH PLATE w FOR COLUMN SIZE COLUMN SIZE & BASE REQ'D ONLY WHEN WOOD OR MASONRY k' & ADDITIONAL INFO. CONNECTION INFO INDICATED ON BEAM ABOVE MAONRY PIER I OPTION A 7/16" OSB FLITCH PLATE OPTION B SCHEDULE/PLAN SEE FLOOR PLAN FOR WOOD OR MASONRY w TOP COURSE TO = REQ'D ONLY WHEN COLUMN INFO ABOVE MAONRY PIER ' BE CHAIR BLOCKS. INDICATED ON BEAM INTEGRATE MASONRY SEE FLOOR PLAN FOR SCHEDULE/PLAN KNEEWALL INTO CMU BASE COLUMN INFO ENTIRE BASE TO BE FILLED SOLID SEE TRUSS PLAN � COMMON B M . TO POST ATTACHMENTrA a OR MAIN HOUSE PER - - FOR CONNECTION ELEVATION IF REQUIED SIMPSON HUC410 TO in SEE ROOF PLAN BUILT-UP COLUMN. IF FRAME OUT TO MASONRY KNEE WALL MAX 3 SCALE: 3/4"=1'-0" � BLOCK EDGE � FOR BEAM SIZE & CMU BASE W/ (1) #5 SEE ELEV. FOR BEAM SITS ON COLUMN, BM. SPLICE OVER COURSES I TOP K.O. COURSE VERTICAL EACH BLK HGT. _ CONNECTION INFO. STRAP DOWN USING CENTER OF POST w/ (1) #5 CONT. FILLED CELL CORNER FILLED WOOD BEA ~ A A Z REQ'D @MID SPA MAX6'-8" HTS20 STRAP. SEE PLAN FOR O MAX 3 SOLID. SEE ELEV. #5 REBAR CONT. SEE PLAN -�_ — - �_ —�=�� ,�_ F- FOR BASE SIZE @ SLAB LEVEL FOR SIZE SUPPORT COLUMN - TOP OF BEAM- -ry - - Q COURSE - ; � � � BUILT-UP (3) 2x4's OR � w (3) #5's EA. WAY $ ��--- -- �_�,---�-��_�,----� _sc�_�- -�•--_ __ �-- � wIL EXTEND SLAB 4x4 W/ (2)-10d NAILS @ 2x4 #2 SPF KNEEWALL title: 1 1/2" BEYOND 8" O.C. EACH PLY � w BLOCK FACE (SHOWN AS 4 x 4) W/ STUDS @ 16" O.C. W/ W J_ STRUCTURAL SHEATHING (2) 2x8 #2 SYP W/ %6" DETAIL SEE FLOOR PLAN FOR I I ° • EXTEND (2) SIMPSON HETA20's ON BOTH SIDE FROM TOP O.S.B. FLITCH PLATE z COLUMN SIZE & I 13- w/ 12 -16d EA. TO COL. ( ) OF WALL TO BOTTOM OF o --, of ALT: 2 MSTAM36 SEE PLAN FOR BEAM ADDITIONAL INFO. C SLAB 1 1/2" TYPICAL () BEAM, ATTACHED PER PORCH SLAB SEE BRG. INFO. SLAB L_=- BLOCK STRAPS CENTERED w/ NAILING SCHEDULE. project no. 2017447 (WOOD COLUMN SHOWN) FOUNDATION PLAN-_--_ WALL (13)-10d NAILS Ea TO COL. BUILDER FRAME 9 a ; ..,,.. ; _ '':. LEVEL i - a. RADE RADIUS AS REQUIRED o checked: AB/MC FLASHING TO BE --_ - FLEXIBLE SELF (2) #5's CONT. T&B w/ ( � � a _ _ - z � drawn: MIDDLE CONTRACTOR TO INSTALL SEC ION FOR #3 STIRRUPS AT 4'-0" I -'- TIE BEAM 2x BUILD -OUT BEYOND N date: 07-27-17 ADHESIVE TYPE 8" UP r MIN 3" x 3" WEEP HOLE WHEN DEPTH ° 00 COLUMN ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" O TO DRAIN WATER 1'-4" N scale: AS NOTED SEE FOUNDATION CORNER PLAN FOR MORE INFO KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN BEAM @ RAISED ENTRYKNEEWALL @ENTRY MASONRY WALLK-31-'�FRONT WALL 44 � COMMON B M . ATTACHMENT ENTRY PORCH SILL 16 SCALE: 1 /2" = 1'-0" SCALE: 3/4" = T-0" (fp 18 a D 1 SCALE: 3/4"= V-0" SCALE: 3/4"=1'-0" 0 U r The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. EDITED: