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r r L i 41 I 4 11 14 --------------------------- CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIfTP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO w/ MIN. (4) 12d WHEN 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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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) S I M PSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH CA I-TI M 4 PRE-ENG. TRUSS 2X4 BLOCKING I BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP 2X4 DIAGONAL AT 8'-0" O.C. 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. rPORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" _x X_ -11 (2) #5's CONT. T&B wl 411 #3 STIRRUPS AT 4'41 WHEN DEPTH - I - EXCEEDS 30" GRADE ...... 31 1'4' PORCH SILL r15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX WOOD 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/ (110) 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"0. 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 SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W1 (1) #5 EACH STEP 12" - CL LU 4" z :5 PORCH SLAB SEE (L C14 FOUNDATION PLAN Lij (2) #5's CONT. T&B LU U)j _.z W/ #3 STIRRUPS AT 1 Z 4'-0" WHEN DEPTH EXCEEDS 30" 2 —LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWNK__1�7 SCALE: N.T.S. SCALE: N.T.S. 3 2x4 STUDS w/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. ROOF PROVIDE 2X4 MIN. BLOCKING AT SEE SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN PLAN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS ""A SECT. A -A ,?E ""j ,I�SHI 'N'l G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER �RUSSES HIP SIDE OR BOTH IF REQ'D) G.T C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z 0 Uj W W (n SCALE: N.T.S. WOOD POST. SEE FLR __TSEE PLAN FOR SIZE & BASE CONNECTION PLAN EXTEN 1/211 x (2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE 7 WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" 77___�RADE 04 ENTRY PORCH SILL le" �14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONR Y KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT REQ'D @ MID L r FRI . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED kMAX3 SOLID. SEE ELEV. //- c OURSE FOR BASE SIZE (3) #5's EA. WAY I — — 8" 8" Ak SLAB PORCH SLAB SEE "I]FLEVEL FOUNDATION PLAN (2) #5's CONT T&B w/ z . "—SEE CUT t. 0, CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH MORE INFO 'In, I ALONG W/ PITCHING SLAB EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL /- �16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. -#5 REBAR CONT @ SLAB LEVEL 1 1/2" BEYOND EXTEND SLAB BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 W/ (12) 10d NAILS SIMPSON HUC410w/(14) — — — — — — — - kSEE PLAN CENTERED AT 16d INTO HEADER & (6) FOR CANT SPLIT TO TIE 10d INTO BEAM - SEE BEAMS TOGETHER ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR, E__ COLUMN SIZE& BASE 7/16" OSI3 FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO RECI'D ONLY WHEN FOR COLUMN SIZE ___--7/16" L L INDICATED ON BM. & ADDITIONAL INFO. — - SCHEDULE/PLAN OSB FLITCH PLATE O� SEE FLOOR PLAN FOR REQ'D ONLY WHEN SE COLUMN SIZE& BASE OPTION A INDICATED ON BM. CONNECTION INFO OPTION B OPTION C SCHEDULE/PLAN COMMON BM. TO POST ATTACHMENT KA EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER //----2x4 BASE PLATE W/ 1 SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. M 16" FLOOR SYSTE FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 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) A �� A SEE PLAN F OR TOP OF 9EAM Nq SEE PLAN FOR CANT. IF INDICATED 0. 0 CORNER SEE FOUNDATION r— PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. =!j a MIDDLE GARAGE OR LOWER SLAB SEE PLAN WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE A-, VARIES W/ '-49 ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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) 1 Od NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 W/ (8) 16d NAILS TO LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS BLOCKING INFO) (IF PARALLE SEE 202 FOR INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) SECTION AT LOW ROOF rg I= SCALE: 1/2' COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ Y2" CDX PLYWOOD OR 3/16" 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 @ 12" O.C. W/ USP SPT22 RE @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2"� ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT A 4. X 4'�Xqd. 4 A. MAIN HOUSE 4 Iv. I I'j 0 1' U IV' C:14 4 MAIN HOUSE SLAB SLAB 44 41. *' i .1:41 (2) #5's CONT. T&B W/ #3 STIRRUPS AT �.A 4 4 4 4'-0" WHEN DEPTH A EXCEEDS 30" A 'd' A 04 A 1'4' SECTION GARAGE MONO( 21 SCALE: N.T.S. 01) C�j c,4 Uj Cc C..;' C-4 -W C= >4 = U_ cc C= -0 2 C-4 �w t= W C � r- ::, ce> C14 C:) C14 C".) C�o ........ C. P E S T A 'I 'E- o n , 0. nlAl 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 at ctural engineerng portions of the drawing pages bearing Enginreuees signature and seal, W -4 E S N - - � g --, 5 6 F R 0 0 a. UJ M U u_ z z 11 0 0S zr- * A.- OR � 'C' Fa C� (0 M W W W 8 -a z LL oo d W z < 00 000 z W (D U) in 4--J C21 i 0 LU V) Ln ' M Uj E CID cl'� Z z < U_ cu E .0 9 ro 23 E .0 H 00 0� 0< z W t 8 < z �O M Z - z ro C q < 9' 'Z 0 z 0) < 3: z z 0 W 3: 3: 0 C:) Cl> 03: 0 .2 124 :� L6 0 CID LO :3 CN 8 U (7 -6 04 _j z M te 0 L0 oo 0 U_ r*__ L0 _)d U C) C) co N 0) L0 ic� U.) T_ 00 0) E co C 0 (a z E 04 (a 2 10- E 0 0 I 0 _j 'D M < 0 1 3 JOB NO: 23-02469 SCALE AS NOTED SHEET NO. D1