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CD C�4 CN CL C'4 - - - - - - - - - - - - - - - CROSS BRACING DETAIL (TYP)`_ SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1 WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-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 201-0., O.C. MAXIMUM. & SHALL BE ATTACHED W/ (3) 12d 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER 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 DB-<�j DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vv, W_ 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) 1 Od x 1 1/2" NAILS EACH TB . . PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP 2X4 BLOCKING BETWEEN EA. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE C14 PORCH SILL SCALE: N.T.S. DIAGONAL AT 81-0-1 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 W1 (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 4 FT @ 2-4-0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO BEAM 2X4 CONT. AT--j 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 FOR BRG. OR SEE PLAN FOR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP X (L 11.1 I - -4" z U) - < PORCHSLABSEE FOUNDATION PLAN LU U.1 -Z (2) #5's CONT. T&B W 7 71 W1 #3 STIRRUPS AT CN z 4'-0" WHEN DEPTH EXCEEDS 30" -LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWNK�1�7 SCALE: N.T.S. SCALE: N.T.S. ROOF SEE SHEATHING `E PLAN �1 SHI 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK SPAN (EITHER �RUSSES SIDE OR BOTH IF REQ'D) G.T MAX 24 HIP C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z 0 Ul LU WOOD POST. SEE FLR CONNECTION __TSEE PLAN FOR SIZE & BASE P LAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 01 #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE 4 il EXCEEDS 30" FOUNDATION PLAN N z Sir, 1'4" ENTRY PORCH SILL K*71_4� 2 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY F-1 INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES W/ W/ (1) #5 CONT REQ'D @ MID _�\_ ASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED Ak MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY - 8" 8" SLAB PORCH SLAB SEE Ak \qFLEVEL FOUNDATION PLAN- L CONT 3 W 2 #5' T&B w/ K � . SEE CUT t' 0. STA CONTRACTOR TO IN, I SECTION FOR #3 STIRRUPS AT 41-011 MIN 3" x 3" WEEP HOLE WHEN DEPTH MORE INFO 'In. ALONG W/ PITCHING SLAB EXCEEDS 30" 1'4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL K"16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 6d INTO HEADER & (6) - 3IMPSON HUC410 W/ (14) Od INTO BEAM - SEE �OOF PLAN FOR MORE NFO TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" kSEE PLAN FOR CAN N� T I I SEE FLOOR PLAN FOR COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. A_ 1 _t SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR S REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN 2X4 STUDS W/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. AT BASE SEE J/S6 FO SP1 W/ (10) 1 Od NAILS R MORE INFO. 2X4 BASE PLATE W/ S I M PSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12 W/ (14) 1 Od 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 K�22� SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT 4 SIMPSON (2) HTS20 W/ (1 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF AM - I SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 511 COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. ivi SIMPSON (2) HTS20 W/ (14) 10d NAILS TYP. U.N.O. 161 MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ,9k VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) NAILS EACH 16d COMMONS STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2X4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od IF 2x DOUBLE LEDGER, ATTACH FIRST PLY wl (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. 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 AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR R W/- 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 ROO 9 SCALE: 1/21, 1. Y2" CDX PLYWOOD OR SHEATHING REQ'D FR OF WALL TO ROOF SH ABOVE W/ 8d NAILS @ FIELD, EDGES & BOU� SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 7�7 COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. Z 0 '*4%EE PLAN MIN. (2) 2x8 #2 SYP DER. SEE Q/S4 FOR :_Q'D CONNECTIONS :4 #2 SPF STUDS @ O.C. W/ USP SPT22 BASE & SPT24 @ )P 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2" ANCHOR @ 24" O.C. W/ J-BOLT OR XF TITEN HD MIN. 6" EMBEDMENT ..x 4.11 A A �4, M AIN HOUSE 4. 4: . I SLAB 14r. A. (2) #5'S CONT. T&B W/ A #3 STIRRUPS AT .4 . 'i 1 4'-0" WHEN DEPTH 4 A 'A q EXCEEDS 30" 4. _AC C'j GARAGE OR LOWER SLAB SEE PLAN 1'-4" SECTION @ GARAGE MONO SCALE: N.T.S. ce) C-4 i-44 ia 0-1 C", co Q C_ co 0 0 w 0 0 0 j 0 i'#11111000- 1-, 1 A I % R, 0, 'r U\v� F L C)�L E S, I 0't� S till To the best of the Engineers knowledge, information and Wief, 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 In W Co I- a E .4 ft 5 6 C.0 0, we A U, U. CL � '7! 1 Ui '4 9' 0 -9 U. U. z � '0 0 W < I z D) 0 Mz 3 b3 z 000 W - $ < Q_ Pt 2-1 Co 0*111) 0 LLJ V) LN L'U 2 9 < Cq r— CD E z 2i " M 0 E cc 5R zCL E P '. M 0 8 Fr 2 MW '6 8 0 C� 0 13 0 N C .20 La 0) > 0 "t 4i T M cu it U) .2 r* 0 c) 0 -0 04 0 (:Y) Lf) E C L0 0 z a E E 0 (L JOB NO: 22-02371 SCALE: AS NOTED SHEEr NO. D1 (MONO)