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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) P') VARIES 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ 2�: / INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE V1/4" DIA. X 31/4" TAPCONS @ 24" O/C & �_ HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4WWF OR FIBERMESH MOISTURE BARRIER • o SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM i III I I • I ,.I F,).1. D3161-CLASS F, IN 'rLI� _� I " �I .II FE I ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) -1 I �ICI TiI I I I II I F RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA .2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE .E Z - ap 6 MIL VAPOR BARRIER I p 'r 4 — D • • FN COMP. SOIL. '- (COMPACTED TO 95% MODIFIED PROCTOR �f— ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/1'-4" CHAIRS TYP. 0 STORY) STD. 90 HOOK (SEE U.N.O. U 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 • ILE , ll'�lu 11 ��Il SEE A/S3 OR J/S6 ---`IL1FnI 1 1F7-11 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY ' NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT: I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O .) (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE O ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8- x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR �� @ 24" O.C.) 2 x 6 W1.4 x W1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS z 31/2" MIN. 31/2" MIN. "IF , •CD I� �II�II�II �' �IhII=1 �11=11 "SHEAR WALL" SCALE: 3/4"=V-0" S\�OS�CUR ems' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C J 1�M �OAo s INSULATION PER FBC AND ENERGY 8 C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'4" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP) #5 REINFORCING FIBERMESH1 BAR 2x P.T. LATE ASSUMED FINISHED ... #4 REINFORCING H=:M.-- FINISH GRADE 00 25- MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 760ksil 11.1 ��11.�11 41 REINFORCING �11 �11=,I1oJ1 11#5 LAP SPLICE COMP.•IL. (COMPACTED TO 9 . MODIFIED PROCTOR . ll gggandli#-_11�I�11IN fie1 11— FRAME TYPICAL O. FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° a GRADE 00 ° • III iT III III I' (1) #5 REBAR w/ OPT. I I I I �IA I— I 11 A I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL� SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' •9 O.H.D. RECESS M SEE A/S3 OR J/S6 -' I I I I, I IMF FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0.1><JJ CONT. BEAD SEAL4 — • ' a INTERIOR 4- -3 _ 12� o CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e ? c E _ — M 6 MIL VAPOR _ BARRIER _ 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" E S3 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E � 6x6W1.4xW1.4 i, ' M C WWF OR FIBERMESH ICn K S3 . REINFORCING•1 HOOK TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH IIF,-�� it II.,��ll I � I�•11 • r� NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE w U alai e a m. C w �-r7 n U) — 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH ; E �l1iI1 z �I1�1 11111111_ (2) #5 CONT. =11 1 —I I 1 ON 3" CHAIRS (TYP.) 8" TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIE 6 � [ x .x 6 W14 W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS \7 AT 24" O.C. MAX. CONNECTION INFO ° ' SEE PLAN FOR ' " & LAYOUT DESIGN ° TOP OF BEAM SEE ROOF PLAN ao c °, ° ° a e (2) HTS20 FOR STRUCTURAL _E BEAM SIZE & 4' CONNECTION INFO c i 8 N � M C .9 2x4 P.T. 2x4 #2 SYP P.T. FRAMING w/ ' rr s MIN 7/16" O.S.B. SHEATHING SEE 8" D.S.B. z ATTACHED PER NAILING REINF FOR REINF. INFO. OPTION #1 w ° SCHEDULE o: a SEE TYP. WALL SECTION FOR ADDITIONAL j J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g W COLUMN SIZE AND BASE rM s w CONNECTION INFO. SLAB STEP & RECESS a S.G.D. SCALE:3/4"=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE :OR -I SILL w/ 1/4"x3" TAPCONS � MASONRY WALL AND �n AT 8" O.C. PAD FOOTING 8/D1 EAM TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w SIZE VARIES PER PLAN MIN. #5 VERTICALS z M a w/ (2) 00 GRAD M > FILLED SOLID (SEE PLAN FOR _ o w SIZE AND REINFORCEMENT) ULj _ _ • zUj fn _ _ d W W w PAVERS or SLAB PER p o N = • • • • = Z z_ /—BRICK COMMUNITY SPECS U_ " a W FOOTING v BEYOND PAD REINFORCEMENT 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3_ en 0 0 r o � o � A m Z u 7 ��a SRNs N Q N d d � v •3 Rs A d N N v N A T o 0 :,-IN V46 -n f�� 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 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