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- — I T1 IP "I °' P 9 R CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS �j DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vv/ L— I WU `W Ll l 1 a I A— v v TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) SIMPSON HTS20 W/ (24) 10d x 1 1/2" NAILS EACH 0 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" x— (2) #5's CONT. T&B w/ 4" - #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" - GRADE 04 1'4' PORCH SILL r15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO BEAM 2X4 CONT. AT-� CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN —1 SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2„ • w 4„ U) z cn PORCH SLAB SEE o_ FOUNDATION PLAN - U U) Z (2) #5's CONT. T&B W/ #3 STIRRUPS AT �, z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 1,41 SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT ROOF SLOPE PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH WOOD WALL END TO TRUSS TOP CHORD WOOD POST. SEE FLR OR TRUSS. 2X4 CONT. W/ (2) 2X4 BLOCKING TYP. PLAN FOR SIZE & BASE SEE PLAN 16d COMMONS BETWEEN TRUSSES CONNECTION SEE NAILS EACH TRUSS PLAN STUD TYP. T&B A SECT. A -A EXTEND TRUSS OR A rJ Y SLAB 1 1/2" ROOF SYSTEM G.T. - (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE --', 4" #3 STIRRUPS AT 4'-0" TOP CHORD WHEN REQ'D PORCH SLAB SEE WHEN DEPTH TO PREVENT PLYWOOD FOUNDATION PLAN EXCEEDS 30" SHEAR TRANSFER SPAN FROM EXCEEDING A RAD MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) USSES HIP G.T - - - EXTERIOR. WALL 7 SCALE: N.T.S. 1'-4" (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL 14 SCALE: N.T.S. SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO INTEGRATE MASONRY ABOVE MASONRY BE CHAIR BLOCKS. KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR W/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 0 I I MAX 3 SOLID. SEE ELEV. I I #5 REBAR CONT. Q COURSE FOR BASE SIZE @ SLAB LEVEL _ — #5's EA. WAY (3) EXTEND SLAB w 1 1/2" BEYOND W BLOCK FACE _ -- EXTEND $" SLAB 1 1/2" SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN GRADE SEE CUT (2) #5's CONT. T&B w/ • - -N CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" r MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI 3IMPSON HUC410 W/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE — 3001` PLAN FOR MORE NFO SEE FLOOR PLAN FOR L.SEE PLAN L. FOR CANT. COLUMN SIZE & BASE —7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN 2X4 STUDS W/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SP1 W/ (10) 1 Od NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR MORE INFO. U 2x4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1Od NAILS OR SIMPSON MTS12 W/ " COMMON BM. TO POST ATTACHMENT (14) 10d x 1 1/2 NAILS SIMPSON (2) HTS20 W/ (14) TO FLOOR GIRDER 1Od NAILS TYP. U.N.O. BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR TOP O07EAM IV SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION .i L� PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 W/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST 2X4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 W/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. v i - RUSS/ - - -- - OP WALL EE PLAN Y2' CDX PLYWOOD OR %s" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES --� 2x4 #2 SPF STUDS @ �11t— 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ %" EPDXY ANCHOR OR 2, J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS 4 4 SEE PLAN FOR OPT. - ' - e � STAIR INFO. IF A CONCRETE STAIRS FORMED & POURED ' a ° MAIN HOUSE e .e. e: SLAB W/ (1) #5 EACH STEP ;. ,d a (2) #5's CONT. T&B W/ #3 STIRRUPS AT a . 4 el ° 4'-0" WHEN DEPTH - ° ° EXCEEDS 30" .a °. °' a GARAGE OR `" z � A., d LOWER SLAB SEE PLAN �- <-- 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. N N N c � o -o N m � i W -- U o a� o �mx aMd N W O L Q r+ N ]G d �Its� cc =. W d N C a c rrrr ..��,�U�uttittt► w \ ., r �x, �F �'�OFESS\O \1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 4 8 V y�� CO N r �� H a cNn v " c -u � w Z 0 cU-LL w a- m C°f_ LL W �M�_ � � N C p LL= U5 m w NZ QJ Z N do U W OO V M � z z � � z �c r V) z C1 � GJ o 4-1 - Gn LL W o A V O In v1 w S c = U UJ J i� U o 9 c 'o • �Q N 0 sm o w It CM M z H Z z ¢ J ce Q E o os E <R Z® z rah CC0. O C N �z °¢wQ �° pU az Q ¢w L co - a O o Nm m ° z z�°LL J <w �Z �i ¢� W LLa �c ,° "L, > a� w �, ° ttJ O to ~Oz a= o 0 LO m m (d O = .-. 6 Y O m N Ln O -2 I\ N O O 004 000 N � N Q o Z � 00 M 00 o Z co i� N c c a U y JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. D1 (MONO)