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I I _ I I I I I I I I I I I I I I I I I I i I -------------J CROSS BRACING DETAIL (TYP.)r1 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 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 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `—TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. A I A BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. � -----/-WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN -x --X_—� 1'-4" JL EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE N T PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS *4C VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d 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) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN 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" zU) a N PORCH SLAB SEE - FOUNDATION PLAN w (n2 El� z w/ #3 STIRRUPS AT z04 z 4'-0" WHEN DEPTH . T EXCEEDS 30" LOWER OR GARAGE SLAB 1,4" SEE PLAN JL LARGE STEP DOWN 17 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT VARIES W/ ROOF SLOPE PLAN SHEATHING CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH F2X4 END TO TRUSS TOP CHORD WOOD WALL -\ 11 WOOD POST. SEE FLR OR TRUSS. 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 SECT. A -A kA EXTEND TRUSS OR SLAB 1 1/2" ROOF SYSTEM G.T. (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE 4�r #3 STIRRUPS AT 4'-0" 7 TOP CHORD WHEN REQ'D PORCH SLAB SEE WHEN DEPTH TO PREVENT PLYWOOD SPAN FROM EXCEEDING FOUNDATION PLAN EXCEEDS 30" S H EAR T RAN S F E R A aRADE MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) USSES 7\G r EXTERIOR. WALL SCALE: N.T.S. (2) 12D NAILS --y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. ENTRY PORCH SILL 14 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d WOOD OR MASONRY ABOVE IF 2x DOUBLE LEDGER, MASONRY PIER SEE FLOOR PLAN ATTACH FIRST PLY FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO w/ (4) 16d NAILS TO EA. BE CHAIR BLOCKS INTEGRATE MASONRY ABOVE MASONRY . END OF TRUSS THEN PIER SEE FLOOR ENTIRE BASE TO KNEEWALL INTO CMU BASE OR ATTACH SECOND PLY w/ PLAN FOR COLUMN MAIN HOUSE PER ELEVATION IF BE FILLED SOLID ( 3) ROWS OF 16d NAILS AT 24" O.C. REQUIRED INFO MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR SIMPSON LUS26 w/ (8) 10d • z 0 a W J w w w U) -V w/ (1) #5 CON REQ'D @ MID I I fr-- II f I 1 II 1 I I FA I 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 T. FILLED CELL VERTICAL EACH BLK HGT. NAILS OR IF 2 PLY TRUSS SPAN MAX 6'-8" CORNER FILLED I I SIMPSON LUS26-2 w/ (8) 16dglk SEE FLOOR FRAMING PLAN MAX 3 SOLID. SEE ELEV. I I #5 REBAR CONT. NAILS TO LEDGER AND J/S6 FOR MORE INFO. FOR BASE SIZE @ SLAB LEVEL VERIFY WITH PLAN FOR COURSE 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (3) #5's EA. WAY I I EXTEND SLAB (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR 1 1/2" BEYOND INTO END OF EACH FLOOR BLOCKING INFO) BLOCK FACE TRUSS, 24" O.C. MAX. (AT EACH _ -- - — '� = = _`_�_ _ SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL rl • � EACH SIDE) (TYPICA SLAB 1 1/2L) EXTEND SECTION AT LOW ROOF 9 8., SLAB PORCH SLAB SEE SCALE: 1/2" = 1'-0" LEVEL FOUNDATION PLAN RADE (21 #5's CONT T&B w/ = z CONTRACTOR TO INSTALL SEE CUT N MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" '- ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH TO DRAIN WATER JL EXCEEDS 30" 1� KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL �16 SCALE: N.T.S. 1\"j SIMPSON LSTA18 _ _ _ _ _ _ w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) EE PLAN CENTERED AT I I 16d INTO HEADER & (6) FOR CANT. SPLIT TO TIE BEAMS TOGETHER I I 10d INTO BEAM -SEE I I ROOF PLAN FOR MORE I I I I I INFO COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ SEE FLOOR PLAN FOR Y2 CDX PLYWOOD OR /s O.S.B. MIN. (2) 2x8 #2 SYP COLUMN SIZE & BASE I I I SHEATHING REQ'D FROM BOTTOM 7/16" OSB FLITCH PLATE HEADER. SEE Q/S4 FOR SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS FOR COLUMN SIZE L _ _ _ _ J I INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE AJ SEE FLOOR PLAN OR SCHEDULE/PLAN FIELD, EDGES & BOUNDARIES --� REQ'D ONLY WHEN COLUMN SIZE & BASE 2x4 #2 SPF STUDS @ OPTION A INDICATED L BM. OPTION B CONNECTION INFO OPTION C -° SCHEDULE/PLAN 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2x4 #2 SYP P.T. PLATE W/ NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. %" EPDXY ANCHOR OR CONNECTION INFO. BM. SPLICE OVER J-BOLT OR Y2" TITEN HD A A SEE PLAN FOR 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION(*"2�2' SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SEE PLAN FOR CANT. IF INDICATED CORNER- SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT r18 SCALE: N.T.S. k CENTER OF POST 2 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS . X c ; . � iF SEE PLAN FOR OPT. I_ STAIR INFO. IF '< • °� CONCRETE STAIRS Q FORMED &POURED MAIN HOUSE °� a a. .I SIMPSON (2) W/ (1) #5 EACH STEP SLAB HTS20 w/ (14) 4 4.10d NAILS (2) #5's CONT. T&B TYP. U.N.O. w/ #3 STIRRUPS AT a d 4'-0" WHEN DEPTH EXCEEDS 30" A. MIDDLE GARAGE OR e LOWER SLAB 8 SEE PLAN ° 1'-4" SECTION (aD GARAGE MONO�� SCALE: N.T.S. e•� 0 N 7 W o C_ - m � 3 c � 3 =.did = 2 as N c E _ o. w PUO��? •` 411614io� 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 0 a 8 v6 C CO N N 00 Z f fii Qj N v tl i Q C J LL w LL w � a t �o Y- W o�'N`0, O W w °' °' it w Z ° Z N OU U co W V M � z � z o � v J N cn c/) z M 4 N _ ,„ ) O w S V) C y �N U � L J J '— E m $ ® I t S L „j Q s e°o o z< w M z< zC z LL C N C zo >N < o Ca. p E V oLL z z® oa t`O ro � o �4 0 o �� z ao <o 0Z 'o L cn � C C 4 z Q U w mo 0. z z my 5 J �<W ¢ ° F Iz Z 8 8 z go wz W T � m wLL �� y F M� yzY �3 o f w ;o �h a � ZaTU�S o— C O i EO >L6 0 m 0 L co T LO Ln 00-1-1 : 7— >, co r m Ln 0 0 LO M > LC) 00 N T LO Q 9 LO ' C� ,� 11.0 O Z W Z 7 � E 11- ca a E d> ci ¢ M c JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. D 1