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v <br />m <br />x <br />O <br />0 <br />J <br />00 <br />O <br />N <br />I <br />i <br />m <br />0 <br />J <br />N <br />N <br />I <br />i <br />3 <br />Q <br />0 <br />i <br />R. <br />0 <br />i <br />a <br />i <br />a <br />l <br />0 <br />N <br />S <br />a <br />0 <br />N <br /><R <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 />(f P') VARIES <br />INS <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 />v <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD <br />APPLICABLE. Ir <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 />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />-AWWF <br />6 x 6 W1.4 x W1,4 r <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />4 <br />OR FIBERMESH °' <br />MOISTURE BARRIER <br />e ° <br />SHINGLE ROOF, SHINGLES TO <br />e <br />BE IN ACCORDANCE w/ ASTM <br />4 <br />D7158-CLASS G or H, or ASTM 1TW; — <br />D3161-CLASS F, IN ° <br />ACCORDANCE w/ TABLE I — <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) 8„ <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 <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" <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 />i,� <br />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 />a <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />B <br />BELOW GRADE <br />E_ <br />_ <br />00 <br />I <br />M � <br />6 MIL VAPOR <br />> <br />T <br />BARRIER <br />; p �r <br />1 <br />2 <br />p• <br />N <br />COMP. SOIL. <br />° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />ON #5 R CONT. <br />CHAIRS TYP. CHAICHAT <br />1'-4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />U <br />4e <br />1'-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <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 EK z <br />M2 <br />SEE A/S3 OR J/S6 ----' I - <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />GG <br />S3 <br />8"x8"xl6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />r' <br />ELEV. 0'-0" <br />A.F.F. <br />C7 <br />° <br />a <br />° ° <br />° ° <br />° ° , <br />d <br />ELEV.-0'-31/2" <br />Z <br />d <br />° <br />A.F.F. <br />4, ° 2x4 CONT. <br />LL <br />a <br />n <br />° ° d <br />° <br />c <br />N <br />I 14 <br />GARAGE DEPTH VARIES <br />d °° <br />° <br />° ° <br />1 °1 <br />n <br />g ° <br />I I <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=l'-0" <br />2x S.P.F. STUDS @ 16" <br />O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1 "x P.T. STUD <br />_ <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR N <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />5/8"x6" "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 C21, <br />r <br />2x P.T. PLATE <br />TYP. <br />ASSUMED FINISHED <br />GRADE <br />z <br />MONO OR STEMWALL ° <br />FOOTING MONO SHOWN D o <br />FOR CLARITY ° <br />co <br />_ _ _ _ _ <br />o <br />° <br />I-� I III III -III-I I <br />III- _III-III-i I I=1 I I-1 I I- Z <br />D <br />NOTE: D <br />*FOR BEARING WALL <br />1=III=III=III=III=-III= -' �' <br />W/ UPLIFT ONLY <br />11 I -I 11-1 I I-1 I I -I I I -I 1171 I'll I-1 i I-1 I I -I 11-1 <br />1-I I I-111-I 11=111=_1 11 -111=111=111-I I L-I I I--1 <br />'-���=iII=1Ii--III;;;III���III���III,;;III;III-1I1=1I1=I!�- <br />I-1 I III -III -I <br />11=1 I I-111 ' <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />D <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />° A 4 GRADE <br />00 ° • _ <br />_ O (1) #5 REBAR w/ OPT. <br />I SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=l'-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />O.H.D. RECESS E <br />M <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />3" MIN. CLEARANCE <br />1'-4" (1 ST RY) <br />1'-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" 0/C FIELD <br />PCs' <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M���o s <br />INSULATION PER FBC AND ENERGY NO \11 N <br />FORM SUBMITTED WITH PERMIT i <br />2x BLOCKING HORIZONTALLY@ APPLICATION <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />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 <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR —� <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />zE <br />z <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 4011 <br />> <br />FINISH GRADE oO 2 <br />[GRADE 60 MIN. Fy= 601ksi] <br />25" MIN. LAP [30" MIN. LAP] <br />p ° <br />°? <br />6 MIL VAPOR BARRIER n <br />R 1 7/8" —� <br />_ <br />#5 REINFORCING BAR <br />T <br />#5 LAP SPLICE <br />• �I�Il'�1��:Il�ll�ll` <br />II•�II"11An �116" affi <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0° J CONT. BEAD SEALM <br />• • • INTERIOR <br />d.a. -31 <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 />oQ •E _ . <br />n N — <br />M 6 MIL VAPOR T <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 />i CONT. BEAD SEALANT <br />E � <br />6x6W1.4xW1.4c� ' <br />WWF OR FIBERMESH r, <br />. a' 1 <br />K <br />S3 <br />i■:N'�:AM:���:�:Irk;�.I�r•�wle�:�:�:A�:�:���:�:I�r�.���:�.I�. <br />REINFORCING • • HO <br />AR DETAILS K*F� <br />#6 LAP SPLICE <br />■ <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. <br />SEE PLAN FOR _ _ <br />TOP OF BEAM <br />(2) HTS20 — <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />0'-0" FIN. FLR.jk <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 IFROM., <br />/ 10 <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHO <br />a BOLTS 6" MAXEND OF 2" x P <br />LU p <br />U <br />U)e <br />U. <br />D <br />LLI <br />LU <br />(2) #5 CONT.— <br />ON 3" CHAIRS ° <br />(TYP.) 8" 11-4 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />6x6W1.4xW1.4 N _ <br />WWF OR FIBERMESH <br />e . . r�' <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=V-0" S3 <br />1 1/2" RECESS FOR A 6 x 6 W1.4 x W1.4 <br />SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH <br />FOR TRUSS <br />CONNECTION INFO = ° <br />�. <br />& LAYOUT DESIGN <br />SEE ROOF PLAN °Q C ° °. A d ° ° <br />FOR STRUCTURAL ;d _ <br />BEAM SIZE & N a <br />CONNECTION INFO r> - . ° .4 • <br />2x4 #2 SYP P.T. FRAMING w/ - <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/ g= <br />ATTACHED PER NAILING FOR REINF. INFO. <br />SCHEDULE OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SEE PLAN FOR STRUCTURAL SLAB INFORMATION. <br />COLUMN SIZE AND BASE <br />CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm"'� <br />SCALE:3/4"=1'-0" S3 <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS MASONRY WALL AND <br />AT 8" O.C. PAD FOOTING <br />TRIM PER PLAN 8" MASONRY WALL -, <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD E d. <br />SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `_Q ' <br />SIZE VARIES PER PLAN M <br />W/ MIN. (2) #5 VERTICALS ao GRADE — _ a <br />FILLED SOLID (SEE PLAN FOR - _ — _ Q__� <br />SIZE AND REINFORCEMENT) c� =I L — I _ a °• -1 - = —11 I. 1' <br />Z = � 1--11I-1 .111-11I- 111--11 w <br />owcwnw I=1I I= 1=1I1_ z <br />BRICK PAVERS or SLAB PER pLL ° • ° a —_ <br />COMMUNITY SPECS 0) -- - if <br />•.4 • SEE FOUNDATION <br />•• ,•. CONC, PAD INFO. <br />TAPERED COLUMN FRAMING rCD`12 <br />SCALE: 314-= 1'-0" <br />I I=I III III Ili I --III -III:- FOOTING <br />-1 I 1I1=1I,I-_111__1 13 1I- III - _III-=11_I_ U <br />it Ill�iillliiilll� lll_;II -IIL III- 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. S3 <br />-• • tyo P w r- <br />-` • N <br />GF CD <br />• �. .• o <br />6j 5 '• <br />C-0 Pr !t <br />td u <br />To the best of fire 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 />E <br />8 � u1 <br />N 01 �L <br />0 °2o'� # a <br />r` n LL -fir" <br />W <br />nLLL <br />L <br />J _ 7g <br />V <br />Z t Os�f S ° <br />2 o J <br />W O�Ntp <br />02inrn oo d <br />cp <br />W a <br />IL'W J <br />co Z N <br />N <br />0 00 <br />_ ❑DD <br />W <br />� <br />z <br />z � <br />z <br />J <br />a <br />vZ � <br />c� <br />o <br />U w <br />.O � <br />g <br />N <br />N c_ <br />N <br />W J <br />U <br />as <br />12, <br />M <br />aW <br />g <br />U- <br />a <br />w? <br />oo <br />>� <br />g <br />=o <br />E o <br />w <br />z <br />N�_E <br />o� <br />g° <br />ru <br />C <br />w <br />m <br />_ <br />�ru <br />0 <br />g� <br />Z <br />U <br />o <br />D <br />c0 <br />cD <br />1-t <br />°zl�d <br />v 3 <br />.2O <br />U) <br />� <br />0 <br />0 <br />Qi C <br />111.0 <br />> <br />N <br />Q <br />-� <br />Y Q) <br />O <br />Q <br />m U <br />. <br />�i <br />N <br />rca <br />2 N <br />'o <br />00 to <br />= Lo <br />r <br />r <br />� N <br />E <br />Ch <br />N <br />Z <br />M <br />z <br />�; <br />E O d <br />E w <br />_ <br />0. <br />U J Q Q <br />J <br />JOB <br />NO: 21-2028 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />