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w I r� 0 at lkf CD 0 N CD 0 in I N N 0 cn� 0 U Q N C 0 i a 0 E 0 G7 LZ U 0 0 U U 0 C .s 0 J LZ N STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ *DIAGONAL SPACED SEE F-PLAN ROOF PROVIDE 2X4 MIN. BLOCKING AT AT 15'-0" O.C. MAX SHEATHING TRUSSESRIDGEW/ (2) 12D NAILS EACH ROOF SLOPE WOOD WALL END TO TRUSS TOP CHORD � WOOD POST. SEE FLR - V OR TRUSS. 2X4 CONT. W/ (2) TYP. PLAN FOR SIZE &BASE SEE PLAN 16d COMMONS --- BLOCKING 2X4 BLOCKING - CONNECTION SEE NAILS EACH _J-- BETWEEN TRUSSES TRUSS PLAN STUD TYP. T&B SECT. A -A A EXTEND TRUSS OR A _ SLAB 1 112" ROOF SYSTEM ---- G.T. - .� • . - (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE - 4" -- #3 STIRRUPS AT 4'4' TOP CHORD WHEN REQ'D WHEN DEPTH TO PREVENT PLYWOOD PORCH SLAB SEE 7 EXCEEDS 30" SPAN FROM EXCEEDING JACK FOUNDATION PLAN !t___QRADE SHEARTRANSFER MAX 24" SPAN (EITHER HIPussEsEXTERIOR. WALL 7 SIDE OR BOTH IF REQ'D) G.T T 7 CONTINUOUS LATERAL BRACING- - SCALE: N.T.S. NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING -- X-BRACING - 2x4 SPF OR SYP (2) 12D NAILS - - w/ 2-16d @ EACH TRUSS WEB AT 12" O.C. MAX 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d �a EACH STUD - TOENAIL �� ROOF AND EXTERIOR SHEATHING CROSS BRACING DETAIL JYP.)(*_,�HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL 14 EACH TRUSS TO - _- - ATTACHED PER NAILING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NAILER w/ (3) 10d SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS -_ WOOD OR MASONRY ABOVE IF 2x DOUBLE LEDGER, FRAMING PLAN CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'4' O.C. / MASONRY PIER SEE FLOOR PLAN ATTACH FIRST PLY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. FOR COLUMN INFO WOOD OR MASONRY - TOP COURSE TO w/ (4) 16d NAILS TO EA. VERTICAL SCAB 2 x 6 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN ABOVE MASONRY BE CHAIR BLOCKS. END OF TRUSS THEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) - INTEGRATE MASONRY \ ATTACH SECOND PLY w/ INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM PIER SEE FLOOR ENTIRE BASE TO PRE-ENG. TRUSS- KNEEWALL INTO GMU BASE OR i (3) ROWS OF 16d NAILS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO AT 24" O.C. SIMPSON HTS20 w/ (24) 10d x REQUIRED SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & MASONRY KNEE WALL MAX 3 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 112" NAILS EACH OF ANY CONSTRUCTION MATERIAL SUCH AS GRAVEL OR SHINGLES SHALL BE PLACED COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 -SEE ELEV. FOR SIMPSON LUS26 w/ (8) 10d • ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. NAILS OR IF 2 PLY TRUSS - -COLLAR TIE REQ'D @MID SPAN MAX 6'-8" CORNER FILLED `SEE FLOOR FRAMING PLAN A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. •�C z SIMPSON LUS26-2 w/ (8) 16d EVERY 3rd p SOLID. SEE ELEV. I I #5 REBAR CONT. NAILS TO LEDGER AND J/S6 FOR MORE INFO. 9 Al I RRAC'INC. (DR CR RR) SHOWN AROVF SHALL BE IN ADDITION TO CONTINUOUS - — I (F MAX 3 r r, Ar7 r 17-1/17:1 VERIFY WITH PI AN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-01, O.C. MAXIMUM. Z/A- ;�J2x4 SPF 2 (2) #7X 3-1/2" - WOOD SCREW EACH j w w I I -- COURSE (3) #5's EA. WAY- I I wOLHU LL.V LL - EXTEND SLAB 1 1/2" BEYOND 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR ! BLOCKING INFO) r — 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON LU w BLOCK FACE TRUSS, 24" O.C. MAX. (AT EACH NAILS AT EACH TRUSS INTERSECTION. CB-� --- -- H2.5A w/ (10) 8d NAILS W - -Al " x SIDE OF G.T. INSTALL (4) NAILS -MASONRY WALL 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. jwl EACH SIDE) (TYPICAL) DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB EXTEND ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DBE B SECTION AT LOW ROOF 9 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS I I I SLAB 1 1/2" DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS OPTIONAL t SLAB PORCH SLAB SEE SCALE: 1/2" = 1'-0" PRE-ENG. TRUSS (OPTIONAL) I LEVEL FOUNDATION PLAN RADE 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - --- (2) #5's CONT. T&�zMAX & EACH END ALTERNATE SEE CUT CHORD AT ALL HAND FRAMED AREAS TYP. CONTRACTOR TO INSTALL - SECTION FOR #3 STIRRUPS AT DIRECTION TYP. AMIN 3" x 3" WEEP HOLE WHEN DE ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" DIAGONAL 2x8 #2 SPF RIDGE BEAM TO DRAIN WATER AT 8'-0" - WOOD 2x6 RAFTERS FOR SPANS 4FT TO 8FT KNEEWALL OPT. ELEV TO INDICATE COMMON TRUSS MAX TRUSS MASONRY COLUMN 2X4 RAFTERS FOR SPANS LESS THAN - - - --- _ W/ INTERIOR 4FT @ 2'4"O.C. MAX. w/ (3) 10d SEE PLAN FOR COMMON TOENAILS TO BEAM ENTRY PORCH SILL 16 - �V -- CONNECTIONS INFO. 2X4 CONT. AT- - CONC. MASONRY SCALE: N.T.S. T & B CHORD STEEL OR WOOD BEARING SUPPORT \ \ / SIMPSON LSTA18 \\ A -A ALTERNATE BLOCKING CENT 10dNAILS -- EP CENTERED AT �' SIMPSON HUC410 HEADER w/ 6) LAN FOR CANT. 16d INTO HEADER & (6)TRUSS/ SPLIT TO TIE INTO BEAM - SEE n INTERIOR BEARING ROOF � BEAMS TOGETHER ROOF PLAN FOR MORE TOP WALL DETAIL `W EE PLAN INFO SCALE: N.T.S. I —SEE FLOOR PLAN FOR %2" CDX PLYWOOD OR %6" O.S.B. '- MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM WOOD TRUSS -� {--7/16" OSB FLITCH PLATE . HEADER. SEE Q/S4 FOR PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOOR PLAN - CONNECTION INFO REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN I TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. -7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR STANDARD HEEL HEIGHT &ADDITIONAL INFO. SCHEDULE/PLAN FIELD EDGES & BOUNDARIES - - - REQ'D ONLY WHEN COLUMN SIZE & BASE 2x4 #2 SPF STUDS @ OPTION A INDICATED ON BM. OPTION B CONNECTION INFO OPTION C 12" O.C. W/ USP SPT22 SCHEDULE/PLAN .__ -_ _ @BASE & SPT24 @ TOP EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A 2x4 #2 SYP P.T. PLATE W/ SEE FLOOR PLAN- ATTACHED PER �I�-- SEE PLAN FOR SEE ROOF PLAN FOR BRG. OR REQ'D STAIR INFO. s NAILING SCHEDULE J FOR BEAM SIZE & SCALE: N.T.S. - EPDXY ANCHOR OR 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS CONNECTION INFO. ;- BM. SPLICE OVER BOLT OR %2" TITEN HD NON-BRG. WALL IF CONCRETE STAIRS AT BASE SEE J/S6 FOR V CENTER OF POST 2' AlFORMED&POURED A A � - - - � SEE PLAN MAX. ANCHOR @ 24" O.C. W/ MORE INFO. MIN. 6" EMBEDMENT W/ (1) #5 EACH STEP SEE PLAN FOR 24" STEPS ---- • PORCH SLAB SEE --- EXTEND 2" TOP7EAM FOUNDATION PLAN SLAB 1 1/2"2x4 BASE PLATE W/ X X =�X X SEE PLAN FOR OPT. \`.\ SIMPSON LSTA30 w/ o STAIR INFO. IF CONCRETE STAIRS , a - - � "• (22) 10d NAILS OR o. v . MAIN HOUSE • (2) #5's CONT. T&B w/ - w SIMPSON MTS12 w/ FORMED & POURED SLAB 4" #3 STIRRUPS AT 4'-0" 4" n. , � (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) - SIMPSON (2) W/ (1) #5 EACH STEP WHEN DEPTH g TO FLOOR GIRDER 10d NAILS TYP. U.N.O. V--SEE PLAN FOR HTS20 w/ (14) d v (2) #5's CONT. T&B EXCEEDS 30" PORCH SLAB SEE -]IL N _ BELOW @ 16" O.C. -- CANT. IF 10d NAILS w/ #3 STIRRUPS AT GRADE FOUNDATION PLAN " " w X SEE FLOOR PLAN FOR -_ INDICATED TYP. U.N.O-'Al u COLUMN SIZE & . a 4'-0" WHEN DEPTH _ z z _ a ° EXCEEDS 30„ a I I _ " • - � - w� - - ADDITIONAL INFO. " •, � I (2) #5's CONT. T&Ba w/ #3 STIRRUPS AT N z (WOOD COLUMN SHOWN) MIDDLE GARAGE OR - V-4" 4'-0" WHEN DEPTH . T 16" FLOOR SYSTEM FLOOR GIRDER - - LOWER SLAB a. -LOWER OR EXCEEDS 30" SEE PLAN FOR SEE PLAN FOR F SEE PLAN - GARAGE SLAB DIRECTION CONNECTION SEE PLAN CORNER SEE FOUNDATION�,_4 - - - SECTION @ FLOOR PLAN FOR MORE INFO 5" PORCH SILL LARGE STEP DOWN 7 CONNECTION 22 15 � COMMON BM. ATTACHMENT SECTION GARAGE MONO 21 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. r� cv ca cv C" a M W > w U_ o m ?C N -0 N 3 � � o a E o a w r`NrN <<0NOt F - O •••...... I �J�✓/��ZiR f E S t` Iittiit 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 Engineer's signature and seal. rn W E H o 8 Q O co O V N N m co, C W (0O 7 V7 V: ) co C � 5 J V _ W d Z °' m S. C) t L � �' 7 N ^ O W r0�a_O' m w IL Z N Q � Z ry O U 0 Z W ❑ ❑ R I) N N < W n v , V) Co- LL W m 0 s C6 � - U W J U R ;. = t U A o w Z M 4 2 LL_ u E �i� o ¢ a3 > Z Z® fa F— �z U 0a�� Oa 00 O V Z gto to °ate wz m g Y2 NO ppFF z _ U) J N � g � 0 0_ W U oa `n O yz i �2 �Ib C 0 o U O = d)co O N m � N (0 I� O O �_ ^ (6 O ^ Q v / C m c i .� O O CID N N (a Q CY) T— E fi CV N o z m z � � r 10 ro d E U Q ❑ c —i JOB N0 : 22-12351 SCALE : AS NOTED SHEET NO. D1 (MONO) I