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a <br />N <br />0 <br />L0 <br />N <br />g <br />I <br />N <br />0 <br />3 <br />N <br />N <br />E <br />E <br />O <br />v <br />LZ <br />:n <br />U <br />0 <br />i <br />U <br />W <br />CL <br />0 <br />C <br />LZ <br />N <br />N <br />CL <br />c <br />0 <br />N <br />N <br />N <br />0 <br />Q <br />v <br />fJ'1 <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />10'4" (R302.11) <br />FOR UNDERLAYMENT <br />16d TOENAILS T & B <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD <br />APPLICABLE. IT <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & -' <br />ROOF FLASHING AND ROOF FLASHING <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />COMPONENTS TO BE IN ACCORDANCE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />W/ R903.2, FLORIDA BUILDING CODE <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />M <br />WWF OR FIBERMESH <br />7TH EDITION (2020) RESIDENTIAL <br />MOISTURE BARRIER <br />o <br />° <br />SHINGLE ROOF, SHINGLES TO <br />e <br />BE IN ACCORDANCE w/ ASTM <br />. <br />D7158-CLASS G or H, or ASTM <br />I <br />D3161-CLASS F, IN <br />° <br />II'I <br />12 <br />ACCORDANCE w/ TABLE <br />— VARIES <br />(TYP.) <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) <br />— _1 <br />—I I I I _ <br />I <br />RESIDENTIAL <br />8 i <br />ROOF SHEATHING - SEE <br />INSULATION LE <br />SCHEDULE - [RSHI - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT <br />rG G <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=V-0" <br />S3 <br />• ELEV. VARIES <br />5/8" OR 1/2" HIGH — <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />8" C.M.U. TYPICAL <br />FYPE "S" MORTAR <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.—/ <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />d NOTE:EXTEND <br />W1.4=1.4 WWF OR <br />- DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />i <br />N •y <br />° <br />z Z <br />00 <br />cry <br />>f <br />6 MIL VAPOR > <br />— ,� _ <br />BARRIER , C 4 <br />_z <br />2 <br />�• •r r E_11 -1 <br />r <br />COMP. SOIL. • <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT._/1'-4" (1 STORY) <br />ON 3" CHAIRS TYP. <br />HOOK (SEE <br />( <br />U.N.O. 4 V-8" 2 STORY) <br />DETAIL) <br />) <br />TYPICAL WALL SECTION <br />("A� <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14 O.H.D. RECESS = <br />PAVERS `1• <br />SEE A/S3 OR J/S6 J`I i17M I I P' <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 <br />ADDITIONAL INFORMATION. <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />M <br />2x4 CONT-' <br />I' <br />GARAGE DEPTH VARIES <br />I I <br />GARAGE SLAB AT STEP rB <br />SCALE: 3/4"=V-0" ��K <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1"x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR N <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />5/8"4" "J" BOLTS BOLT <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />`SIMPSON SP1 <br />SPACED EVENLY <br />w/ (10)10d NAILS <br />2x P.T. PLATE <br />TYP <br />ASSUMED FINISHED <br />' r <br />GRADE <br />MONO OR STEMWALL <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />O° <br />NOTE: <br />"FOR BEARING WALL <br />04 <br />W/ UPLIFT ONLY <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />i�il�lr�lr�lr-I1�II=11`� �1' <br />�11=Ir-1r-n_Ir=1r=11 . <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />EXPANSION JOINT BLOCK WALL BEYOND <br />13" <br />O.H.D. RECESS <br />A M 1 <br />SEE A/S3 OR J/S6 J I I I <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />5/8"OR 1/2" HIGH STRENGTH —� N <br />(U.N.O.) (OR Y' GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />3/8" MORTAR BETWEEN <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK <br />EDGES, AND @ 12" O.C. @ FIELD <br />5/8— x 10" "J" BOLT @ 24" O.C. W/ <br />2"°x3/16" PLATE WASHER (TYP.) <br />ELEV. U-0" <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />)2" <br />A.F.F. <br />@ 24" O.C.) <br />ELEV. -0'-31/2" z <br />31/2" MIN. <br />A.F.F. O <br />i <br />° <br />"SHEAR WALL" <br />�— — <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ <br />EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ <br />SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM <br />CONNECTIONS. ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ <br />(12)10d NAILS <br />2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />NOT EXCEEDING 10'-0- (R302.11) 2"°x3116" PLATE WASHER (TYP.) <br />(ALT: 1/2"xl2"TITEN HD @ 24" <br />INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT <br />6 x 6 W1.4 x W1.4 INCLUDE THE WALL <br />WWF OR FIBERMESH ATTACHMENTS 2" <br />31/2" MIN, <br />_ / " in. - 4" <br />��11.=11=1= 11=1C <br />• <br />• <br />■ I IN , <br />SCALE: 3/4"=V-0" <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />NSULATION PER CHART ON FLOOR PLAN <br />SIMPSON SP1 w/ (10)10d NAILS <br />2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />I — <br />(2) #5 CONT. 4„ rrr g�� <br />ll <br />U.N.O. IN. <br />TYPICAL BEARING WALL @ STEP K'Cc� <br />SCALE:3/4"=V-0" S3 <br />V 11�/ Y 172023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approve <br />l• •th th 2020 fBC 7th CA; <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />Ni M� 0J g <br />�/ coN <br />tar tom byDebralAnneC hr PX23UI ltl <br />Y 2x BLOC G HORIZONTALLY@ <br />FORM SUBMITTED WITH PERMIT <br />/ <br />INTERVALS NOT EXCEEDING <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />NOTE: <br />10'-0" (R302.11) <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1/2" GYP. WB (MIN.) @ GARAGE <br />5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16 <br />," � <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE. <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />5/8"DIA. EXPANSION BOLT @24 " <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />2x P.T. PLATE <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20^ MIN. LAP [24- MIN. LAP] <br />#5 REINFORCING <br />SPACE ANCHOR <br />3500#, MIN. TENSION 2600#) <br />FIBERMESH <br />r <br />WEEP SCREED INSTALLED <br />BAR <br />BOLTS 6" MAX <br />N <br />Q <br />T- <br />� <br />PER MFR INSTRUCTIONS <br />o <br />END OF 2 PIATOEM <br />WWF R FIBERMESH Cn E <br />#3 OR #4 REINFORCING BAR <br />o <br />t, <br />° <br />N_z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. F = 40ksi <br />y- <br />a <br />° <br />Cl) ° n <br />FINISH GRADE °O 2 <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />g <br />_ r D <br />c <br />- <br />o <br />•- <br />6 MIL VAPOR BARRIER D P ° <br />— — °Q <br />w <br />� <br />Tr <br />A. • • T #5 REINFORCING BAR <br />R 1 7/8" <br />#5 LAP SPLICE <br />COMP. SOIL. (COMPACTED TO — ° ° 36" MIN. LAP [36"MIN. LAP] <br />95% MODIFIED PROCTOR ASTM — — — �. 10" <br />D1557) TTT- <br />4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 <br />SLAB INFORMATION. <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN <br />AT 24" O.C. MAX. FOR TRUSS <br />SEE PLAN FOR " i CONNECTION INFO <br />TOP OF BEAM &LAYOUT DESIGN <br />SEE ROOF PLAN <br />(2) HTS20 FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-01. J CONT. BEAD SEALAP <br />• INTERIOR <br />CONCRETE NAILS W 1 1/2 <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />m a <br />°° E - <br />, <br />M 6 MIL VAPOR _ <br />BARRIER <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=1'-0" <br />2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />E v <br />6x6W1.4xW1.4 N <br />WWF OR FIBERMESH c, <br />—A - t <br />K <br />S3 <br />2x4 P.T. <br />PLATE <br />7/16" <br />O.S.B. <br />COLUMN LOCATION <br />I <br />1 <br />1 <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />z <br />ATTACHED PER NAILING <br />w <br />SCHEDULE <br />EE <br />j <br />w <br />SEE PLAN FOR STRUCTURAL <br />w <br />COLUMN SIZE AND BASE <br />o <br />LU <br />CONNECTION INFO. <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />8" O. . <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />ATTACHMENTS <br />z <br />SQUARE CMU BLOCK BASE, <br />w <br />SIZE VARIES PER PLAN <br />a <br />> <br />w/ MIN. (2) #5 VERTICALS <br />> <br />w <br />FILLED SOLID (SEE PLAN FOR <br />o <br />SIZE AND REINFORCEMENT) <br />w <br />BRICK PAVERS or B PER <br />0' 0"FIN CA <br />COMMUNITY SPECS <br />(2) #5 CONT.— <br />ON 3" CHAIRS 8" <br />(TYP.) <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G <br />SCALE: 3/4"=V-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.)� r WWF OR FIBERMESH <br />SEE A/S3/J/S6 —` 1 8- <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. �— <br />SLAB STEP & RECESS @ S.G.D. ( M <br />SCALE:3/4"=V-0" \, S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL EXTEND FILL CELLS <br />TO FOUNDATION PAD i <br />CONT. FOOTING STEEL MAT REINFORCING. <br />Cl) <br />coGRADE <br />w <br />z�w� w <br />U <br />Owcwn= •, z <br />OD ch�Q <br />FOOTING Uj <br />BEYOND <br />PAD REINFORCEMENT—/3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. �3_ <br />.,�V�O W/v <br />*Not <br />O F E S S 1 ON <br />IIIIlilt �>>��`` <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />rn <br />NN Ol <br />�?00 FA _ m <br />A t` 2 L, R <br />d)4- <br />��N J <br />ILL <br />. 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