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3 <br />W <br />I <br />M <br />x <br />Q <br />V) <br />B <br />J <br />N <br />0 <br />rn <br />i <br />N <br />0 <br />v <br />Or <br />0 <br />0 <br />3 <br />CI <br />a <br />0 <br />i <br />o.. <br />S <br />i <br />CL <br />v <br />0 <br />d <br />LZ <br />N <br />N <br />r[ <br />LO <br />0 <br />0 <br />a <br />M <br />0 <br />S <br />0 <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />W/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />P') VARIES <br />P�� I /Y <br />5/8" OR 1/2" HIGHJ <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE ")C @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER —J <br />CHART ON FLOOR <br />PLAN —J <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />V 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />FOR UNDERLAYMENT 16d TOENAILS T & B <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH M <br />MOISTURE BARRIER o • ° . - , T:�) <br />- <br />SHINGLE ROOF, SHINGLES TO e . <br />BE IN ACCORDANCE w/ ASTM --_ °' • p ..° WIN <br />, 4 <br />D7158-CLASS G or H, or ASTMD3161-CLASS F, IN <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) 8„ h Ili _ll1III:V 1 I I I I I <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G <br />ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <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 />TYPE "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 />11 NOTE:EXTEND <br />Wl AXW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />E <br />N ' e► <br />° L <br />Z <br />00 g <br />6 MIL VAPOR > <br />= z_ �= <br />_ <br />BARRIER ; C <br />D• <br />r <br />COMP. SOIL. e 1 <br />(COMPACTED TO 95% _ <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. <br />1'4" (1 STORY) <br />ON 3" CHAIRS TYP. <br />STD. 90 HOOK (SEE <br />U.N.O. 4" V-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5Y" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" <br />PAVERS <br />O.H.D. RECESS ;� z <br />M <br />• <br />e• • - TAT <br />T <br />SEE A/S3 OR J/S6 <br />T <br />FOR REINF. INFO. <br />3" MIN. CLEARANCE <br />V " (1 STORY) <br />/ V-8" (1 STORY wl DEPRESSED SLAB OPT.) <br />1' 8" (2 STOW.) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) <br />ABOVE) GARAGE W/A HABITABLE ROOM <br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. <br />8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE <br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. <br />__J <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS <br />r 2"ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'1 (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />j A.F.F. O.C. OR 5/8"AY WEDGE ANCHOR INCLUDE THE WALL <br />@ 24" O.C.) 2" WWF <br />6 W1.4 x WATTACHMENTS 2" 6 x 6 W1.4 x <br />� WWF OR FIBERMESH WWF OR FIBERMESH <br />ELEV. 4-31/2" z �31/2" MIN. �31/2" MIN. <br />2x4 CONT. A.F.F. 0 ° ° <br />N ° ° — — 1 /2"(min.)- 4" _ o °. — T 1 /2"(min.)- 4„ <br />GARAGE DEPTH VARIES r3l/2"(min. - 4" r3l'/2"(min.) _ <br />-7- Tr' <br />0. <br />(2) #5 CONT. <br />4�1 m 11411 rTr 811 (2) #5 CONT. 4„ rrr 81' <br />GARAGE SLAB AT STEP rW� MIN. TYPICAL BEARING WALL STEP <br />TYPICAL BEARING WALL STEP SHEARWALLrc C rCC <br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 <br />ca�•�c J�ti�� <br />_10 <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />Qcs <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />\ Uco s <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />\ �/ 1G0NZ�C� <br />2x BLOCKING HORIZONTALLY@ <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/' <br />INTERVALS NOT EXCEEDING <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY @ <br />APPLICATION <br />NOTE: <br />10'-0" (R302.11) <br />#5 VERT. IN FILLED CELL <br />INTERVALS <br />INTERVALS NOT EXCEEDING <br />VALE(R302.11) <br />10'-0SEE <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />CC/S3 OR <br />NLAYERS <br />W/ TOTAL THICKNESS 7/8" OVER <br />1/2" GYP. WB (MIN.) @ GARAGE <br />G/S3 FOR ANCHOR <br />"J" <br />„" „ „ „ ," <br />5/8 x 10 J BOLT @ 24 0/C W/ 2' X 3/16 <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL <br />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE, <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />@ 24" O.C. VERT. OR <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 />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />Zx P.T. PLATE <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />*SIMPSON SP1 <br />(6) 1/4"x3 1/4" TAPCONS <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 />w/ 10 10d NAILS <br />( ) <br />- <br />SPACED EVENLY <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />_j <br />a <br />„ <br />BOLTS 6 MAX FROM <br />_ <br />6 x 6 W1.4 x W1.4 C4 , _ <br />.E_ <br />TYP. <br />2x P.T. PLATE <br />c <br />PER MFR INSTRUCTIONS <br />w <br />END OF 2" x PLATE <br />WWF OR FIBERMESH M <br />ASSUMED FINISHED <br />#3 OR #4 REINFORCING BAR <br />0 <br />> <br />° p. <br />e <br />i <br />GRADE <br />- <br />N <br />f+ . o <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. F = 40ksi <br />y- <br />� <br />A. <br />MONO OR STEMWALL <br />z <br />p <br />c� — n • <br />�. <br />FINISH GRADE °O <br />_z <br />25" MIN. LAP 30" MIN. LAP] <br />[ <br />[GRADE 60 MIN. Fy-- 60ksi] <br />U) <br />g <br />_ <br />— <br />m <br />D <br />° o <br />— <br />FOOTING MONO SHOWN <br />g <br />oo <br />LU <br />n <br />FOR CLARITY <br />oO <br />6 MIL VAPOR BARRIER <br />° <br />D e• <br />-� <br />R 1 7/8" <br />`� <br />#5 REINFORCING BAR <br />• <br />#5 LAP SPLICE <br />(2) #5 CONT. <br />NOTE: <br />*FOR BEARING WALL <br />r <br />COMP. SOIL. (COMPACTED TO <br />° °' <br />_ _ <br />36" MIN. LAP [36" MIN. LAP] <br />xzxx <br />ON 3" CHAIRS <br />8 „ <br />1-4 „ <br />8 „ <br />W/ UPLIFT ONLY <br />- <br />95% MODIFIED PROCTOR ASTM <br />10" <br />(TYP.) <br />D1557) <br />— <br />4" <br />114" <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />- <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />D <br />TYPICAL EXTERIOR FRAME WALL FOOTING E <br />REBAR DETAILS <br />rF <br />WALL w/ UPLIFT <br />G <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: <br />3/4"=1'-0" <br />S3 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SCALE: 3/4"=1'-0" <br />S3 <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4' 1'-0" <br />SLAB INFORMATION. <br />SLAB INFORMATION. <br />S3 <br />6x6W1.4xW1.4 <br />SEE PLAN <br />11/2"RECESS FOR VA <br />IES 6x6W1.4xW1.4 <br />31/2" <br />WWF OR FIBERMESH <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE OOF LAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />min.) 4" <br />10d NAILS TO TRUSS TOP CHORD <br />TRUSS <br />FOR T <br />° " <br />v <br />GRADE <br />AT 24" O.C. MAX. " " <br />SEE PLAN FOR <br />_ ; <br />CONNECTION INFO <br />° <br />v • <br />_ . <br />— <br />TOP OF BEAM <br />& LAYOUT DESIGN <br />a <br />. <br />- - <br />— <br />_ <br />I I I I III iT <br />(1) #5 REBAR w/ OPT. <br />SEE ROOF PLAN <br />- <br />oo <br />�: <br />° <br />a ' ° <br />- <br />Nix, <br />S E NCLOSURE <br />(2) HTS20 <br />FOR STRUCTURAL <br />M E <br />BEAM SIZE & <br />4' ' <br />a <br />CONNECTION INFO <br />M <br />8 <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />EXPANSION JOINT I <br />BLOCK WALL BEYOND <br />13' <br />O.H.D. RECESS <br />N' <br />C7 <br />N�' '♦' ..: .. <br />....• <br />M r _ <br />4, I o0 <br />r <br />I <br />I I <br />SEE A/S3 OR J/S6 I 1111 I <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STC RY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEALA& <br />.. a <br />• INTERIOR <br />A. -31 <br />• •. <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 />Cl) 6 MIL VAPOR <br />BARRIER <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" <br />z ATTACHED PER NAILING FOR REINF. INFO. <br />co w � SCHEDULE OPTION #1 <br />Cra SEE TYP. WALL SECTION FOR ADDITIONAL <br />w SEE PLAN FOR STRUCTURAL SLAB INFORMATION <br />:� <br />Ei <br />w COLUMN SIZE AND BASE <br />w CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. rM <br />SCALE:3/4"=1'-0" S3 <br />—2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />MASONRY WALL AND <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS AT 8" <br />°' <br />GARAGE <br />COLUMN TO PORCH SILL <br />° O C <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />�-1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />-- <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD ,. <br />—INSULATION PER CHART <br />z SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. r ' <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />r� <br />CONT. BEAD SEALANT <br />¢ <br />w/ MIN. (2) #5 VERTICALS <br />z <br />°O GRADE <br />a <br />> <br />FILLED SOLID (SEE PLAN FOR <br />_E <br />6 x 6 W1.4 x W1.4 ;, <br />25 25 <br />W SIZE AND REINFORCEMENT) <br />c� <br />• <br />1 `WWF OR FIBERMESH �,� <br />U) <br />9 a w m <br />v <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=1'-0" S3 <br />0'-0" FIN. FLR.,-Jl, <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />w <br />p o _ <br />`l <br />• •' • • <br />= z <br />" <br />(n <br />w <br />FOOTING <br />BEYOND <br />ti l ... • .'r •; <br />PAD REINFORCEMENT —/ CLEARANCE <br />:.•'� ••• <br />SEE FOUNDATION <br />(SEE SCHEDULE) FOOTING WIDTH <br />CONC. PAD INFO. <br />SEE SCHEDULE <br />TAPERED COLUMN FRAMING CD12 <br />PATIO COLUMN FTG. DETAIL <br />N <br />SCALE: 3/4" = V-0" <br />SCALE: N.T.S. <br />S3 <br />0 <br />!NA <br />d •o <br />W <br />O> <br />O <br />A CJ N <br />-o m x <br />.y o V- a <br />Z <br />H 40 C. i <br />to m c ea <br />.�.. <br />X N ]C <br />3 at o" <br />•� Es s <br />m �a <br />m <br />3 m <br />R m m <br />•' <br />= <br />m s= <br />CC <br />G <br />a. <br />0 <br />a � <br />?19 0 <br />A, <br />C7, <br />. <br />i L. o�'�•' <br />••0. <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 <br />Florida Building Code - <br />Residential 7th Edition. 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