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LO <br />2 <br />2 <br />E; <br />C14 <br />:;E <br />LO <br />LO <br />C14 <br />LO <br />10 <br />92 <br />0 <br />(9 <br />C> <br />L6 <br />a <br />LO <br />0 <br />_31111: <br />�0 <br />`4 <br />6 <br />E <br />_? <br />CL <br />E <br />0 <br />a_ <br />E5 <br />01 <br />80- <br />'9 <br />A <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 />V 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10--0" (R302.1 1) <br />-\ P4 <br />16rf TnFNAII 1; T & <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 1/2" GYP WB (MIN.) @ GARAGE SIDE IF <br />APPLICABLE. <br />PRE ENGINEERED WOOD 7 <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />MOISTURE BARRIER <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE wl ASTM <br />D7158-CLASS G or H, or ASTM <br />D3161 -CLASS F, IN <br />I W-i <br />12 ACCORDANCE w/ TABLE <br />TYP.) V R905.2.6.1, FLORIDA BUILDING III <br />ARIES <br />-Z(T:y P 7.) CODE 7TH EDITION (2020) <br />8 <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />INSULATION LE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL W/ OUT UPLIFT <br />SEE TYP. WALL SECTION <br />ELEV. VARIESAilk SCALE: 3/4"=V-0" <br />N 3- <br />5/8" OR 1/2" H IG H <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 />Wx8"X`16" 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 />0. C. <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLSI <br />FOUNDATION PLAN <br />k <br />FOR LOCATIONS) <br />1X4 P.T. BASE NAILER <br />4"X4" INSPECTION <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />ce) 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/ IXI <br />/--NOTE:EXTEND <br />WlAXW1.4 WWF OR <br />M <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />E <br />j% <br />;0 2� <br />2 <br />;0 <br />6 MIL VAPOR <br />z <br />BARRIER 4 <br />a <br />t> <br />C14 <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D 1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. 1141, (1 STORY) <br />ON 3" CHAIRS TYP. <br />STD. 90 HOOK (SEE <br />U.N.O. 4" -8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" V-10" <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE EYOND <br />PAVERS / DRIVEWAY BLOCK WALL B <br />CONCRETE SLAB 14" <br />O.H.D. RECESS <br />PAVERS-\ �t 2E <br />SEE A/S30RJ/S6-"1irT_PM_1iH41FIit�' <br />FOR REINF. INFO. L,3" MIN. CLEARANCE <br />1'4" (1 STOR") V-8" I STORY W/ DEPRESSED SLAB OPT.) <br />V-8" (2 STOR") <br />GARAGE DOOR SLAB RECESS <br />(J-1� <br />SEE TYP. WALL SECTION FOR SCALE: N,T.S. ��3 <br />ADDITIONAL INFORMATION. <br />LOAD BEARING <br />EXTERIOR WALL <br />SEE CCIS3 OR <br />G/S3 FOR ANCI- <br />BOLTINFO. <br />(IF NO UP LIFT <br />WALL SEE GG/1C <br />*SIMPSON SP1 <br />W/ (10) 1 Od NAIL <br />TYP. <br />MONO OR STEMWALL- <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ I IPI IFT nNI Y <br />GG <br />S3 <br />8"x8"x1 6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARA( <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=1'-0" <br />2x S. P. F. S 16" O.C. <br />_M4 =. = =:� 2x STUD <br />81, C * M ' U <br />1 "x P T STUD <br />#5 VERT. IN FILLED CELL <br />kr <br />C14 <br />5/8 x6" "J" BOLTS BOLT <br />24"O.C. VERT. OR <br />@ <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"X3 1/4" TAPCONS <br />SPACED EVENLY <br />2x P.T. PLATE <br />ASSUMED FINISHED <br />GRADE <br />@ I <br />FRAME WALL TO C.M.U. WALL CONNECTION D <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />6 x 6 W1.4 x W1.4 <br />3 1/2" WWF OR FIBERMESH <br />4"--\ 1 <br />4 , - A <br />A <br />z I , * . . <br />-1 I'Fft=I I I I==rrP=.=rT1­rrr#, t <br />SCALE: 3/4"=V-0" <br />S3 <br />!6 GRADE <br />E'Iii WI, I I li�gfmz_LL!i7l <br />(1) #5 REBAR W/ OPT. <br />SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE: 3/41.=11-011 <br />S3 <br />EXPANSION JOINT <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />3" MIN, CLEARANCE <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />E- <br />Cl) <br />5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />(U.N.O.) (OR Yj'GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />S.P.F. DOUBLE CONNECTIONS. <br />TOP PLATE <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ <br />12) 1 Od NAILS <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8" x 10" "J" BOLT @ 24" O.C. w/ <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" 11) <br />2­x3/16" PLATE WASHER (TYP.) - <br />INDICATED ON THE PLAN. ATTACH <br />(ALT: 1/2"xl 2" TITEN H D @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ <br />NSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10'WEDGE ANCHOR <br />3/8" MORTAR BETWEEN <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />@ 24" O.C.) <br />SLAB & BLOCK <br />EDGES, AND @ 12- O.C. @ FIELD <br />"SIMILAR AT FOUNDATION ONLY" <br />5/8" x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 1 Od NAILS <br />IF NOTED, THIS REFERS TO THE <br />7`0/16" PLATE WASHER I <br />STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0",dK <br />(ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />A.F.F. <br />O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />a <br />211 <br />@ 24" O.C.) WWF OR FIBERMESH <br />ATTACHMENTS <br />ELEV. 4-3 1/2",jIKl,_ <br />9 <br />\JW U <br />-3 1/2" MIN. 1 <br />r.-I L <br />(,-3 1/2" MIN. <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 />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.1 1) <br />5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" <br />PLATE WASHER TYPICAL <br />6 x 6 W1.4 x W1.4 WWF OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />FIBERMESH <br />-1 <br />ci <br />I <br />E 1% <br />-t> <br />C0 <br />6 MIL VAPOR BARRIER <br />)6P <br />00n, <br />I =1 I , <br />Bog 311 - <br />as <br />A k <br />_10 <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />APPLICATION <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FiOOK DETAIL <br />3RD LAYER 1/8"THICK. K.O. BLOCK <br />SIMPSON SP1 W/ (10) 1 Od NAILS @ EA. STUD <br />20" MIN. LAP [24' MIN. LAP] <br />2X PT PLATE #5 REINFORCING <br />WEEP SCREED INSTALLED BAR <br />PER MFR INSTRUCTIONS <br />OR #4 REINFORCING BAR <br />GRADE 40 MIN. Fy= 40ksi <br />#3 & #4 LAP SPLICE <br />00 [GRADE 60 MIN. Fy= 60ksi] <br />FINISH GRADE <br />25- MIN. LAP [30' MIN. LAP] <br />L ;0 <br />Ll <br />R 17/8" <br />---- #5 REINFORCING BAR <br />C, <br />5 <br />tAP_%PtIQ.F <br />& <br />A <br />COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM <br />D1557) <br />410 11411 <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />1/2" GYP. BD. <br />P.T. 2x <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />01 CONT. BEAD SEALA& <br />-091 <br />off <br />-091 ><1 <br />A., < <br />. A INTERIOR <br />A. . . . . I . _j -3 1/2" <br />4 <br />CONCRETE NAILS W 11/2 <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />;0 <br />Em <br />6 MIL VAPOR <br />BARRIER <br />4" 4" <br />INTERIOR WALL SLAB STEP NON—BRG. <br />SCALE: 3/4"=V-0" <br />2X STUDS @ 24" O.C. U. N.O. <br />GARAGE <br />"12' <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 />S <br />1�16 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />S3 <br />------ - -- - <br />111 MINE <br />1 110" <br />gig 116.1 <br />I IVA <br />7PF <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'-111) <br />-4NSULATION PER CHART ON FLOOR PLAN <br />—SIMPSON SP1 w/ 10) 1 Od NAILS <br />x P.T. BOTTOM PLATE <br />6 x 6 W1.4 x WIA <br />WWF OR FIBERMESH <br />SCALE: 3/4"=V-0" <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SEE <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />Uj END OF 2" x PLATE <br />0 <br />Ul —t, <br />0 <br />_j <br />A <br />t> <br />UJI ME <br />vv""' <br />7 R <br />FROM <br />I ATr: <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />8" 114" <br />(TYP.) <br />cc <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10-4- (R302.1 1) <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 />C <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />1 M <br />7 <br />M 05111 W, 1 10-1 ft NO �_ <br />81. <br />#6 LAP SPLICE TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />SCALE: N.T.S. <br />1\�3 <br />WALL W/ UPLIFT <br />SCALE: 3/4"=1 <br />rG <br />SEE PLAN <br />VARIES <br />11/2" RECESS FOR <br />x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM W/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD <br />1� FOR TRUSS <br />4 <br />AT 24" O.C. MAX. CONNECTION INFO <br />SEE PLAN FOR <br />& LAYOUT DESIGN <br />TOP OF BEAM '41�/ <br />-4 I <br />I . <br />S EE ROOF PLAN <br />FOR STRUCTURAL <br />A . . . . <br />'l. . : - A <br />q <br />A <br />(2) HTS20 <br />BEAM SIZE & <br />4 <br />T. <br />— <br />CONNECTION INFO <br />co <br />7 <br />Q. <br />cl) <br />/--2x4 PJ. <br />PLATE <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />SEE A/S3/J/S6 <br />8" <br />—1116" <br />1813. <br />U) <br />z <br />0 <br />MIN 7/16" O.S.B. SHEATHING <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />LLj <br />F_ <br />SCHEDULE <br />COLUMN <br />LOCATION <br />Er <br />< <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />§ <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />:� <br />Uj <br />COLUMN SIZE AND BASE <br />Es <br />LU <br />U.1 <br />CONNECTION INFO. <br />SLAB STEP & RECESS (& S.G.D. <br />SCALE: 3/4"=V-0" �3 <br />SECURE 2X4 P.T. BTM. PLATE <br />w/ 1/4"x3"TAPCONS AT 8" <br />E DETAIL 16/D1 FOR <br />LUMN TO PORCH SILL <br />O.C. <br />MASONRY WALL AND <br />PAD FOOTING <br />TACHMENTS & 18/D1 <br />R COLUMN TO BEAM <br />1 <br />1 TRIM PER PLAN <br />8" MASONRY WALL <br />TACHMENTS <br />EXTEND FILL CELLS <br />S <br />TO FOUNDATION PAD <br />Ezt <br />z <br />0 <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />Q' <br />Fr <br />SIZE VARIES PER PLAN <br />§LU <br />W/ MIN. (2) #5 VERTICALS <br />. z <br />00 <br />GRAD <br />_j <br />FILLED SOLID (SEE PLAN FOR <br />:� <br />UWj <br />Uj <br />SIZE AND REINFORCEMENT) <br />Uj <br />0 _j <br />LU <br />Z <br />tz LU <br />0 <br />BRICK PAVERS or SLAB PER <br />-COMMUNITY <br />LU (n Uj <br />0 <br />z <br />" <br />111r <br />SPECS <br />U_ Cn <br />N <br />U-0 <br />FIN. FLR.jk <br />1-Irl, D INFO. <br />TAPERED COLUMN FRAMIN <br />SCAIF 314- <br />UJI <br />"�FOOTING - <br />0 <br />PAD REINFORCEM BEYOND <br />(SEE SCHEDULE) ENT-/ 3" MIN. CLEARANCE <br />FOOTING WIDTH <br />SEE SCHEDULE <br />rN <br />PATIO COLUMN FTG. DETAIL <br />SCALE: N.T.S. <br />S3 <br />C-4 <br />C_j <br />Cn <br />C=11 all <br />co . C0,0 <br />co <br />tq <br />cc- <br />-t <br />C: =1 <br />C� <br />K 0 <br />'S !4i <br />1� <br />UDC, <br />1, 0 <br />vl... - <br />�, <br />Ile <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Flonda Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineenng portions of the drawing pages bearng <br />EngineWs <br />signature and seal. <br />W <br />(1,t E <br />0 0� - S <br />C14 0 r-:" R <br />-� - - N - <br />04 0 <br />9 '! 1 u. <br />_2 <br />q LL LL 0- <br />Lu <br />z 4M 0. <br />2 M CS g <br />IX I,= - �; 0 <br />M C14 <br />0 <br />cp Cr <br />Co <br />t4 < <br />IL <br />C, < 0 <br />3 <br />z <br />W 00 <br />93 <br />< <br />Ln <br />Q) <br />4.j <br />V <br />Q> <br />0 LU <br />V) <br />Ln <br />U 9 <br />$00> <br />0 <br />_= a <br />C, <br />z <br />U_ <br />E0 <br />E y <br />8 E <br />U <br />z <br />92 <br />C: <br />A 8 <br />W <br />8 <br />6,1 <br />C> <br />cc <br />?_1 <br />I <br />R0 <br />2 CD <br />V) <br />V) <br />0) <br />< <br />CID Co <br />:3 c) <br />0 <br />cc <br />U) <br />CN <br />*_0 C <br />L0 <br />< <br />(D <br />'10 <br />0 <br />0) <br />0 <br />LO <br />CY) <br />C'4 <br />0) <br />Irt a <br />Lf) <br />LO <br />L0 C14 <br />C%4 <br />(D <br />co r- <br />T_ <br />hi <br />E <br />M <br />6i LO <br />0 <br />M <br />z <br />r_ <br />E 0) <br />E 2 <br />(L <br />10 <br />0 0 'a M <br />< <br />JOB <br />NO: 23-06142 <br />SCALE AS NOTED <br />SHEET NO. <br />S3 <br />MONO) <br />