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121 <br />2-3 <br />1.0 <br />E <br />E <br />8 <br />4) <br />a_ <br />55 <br />C, <br />C'4 <br />en <br />7PF <br />7/1 _T/I <br />k;z4— -A --bzd <br />5/8"OR 1/2" HIGH STRENGTH ---� \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />b:;d— —4 :z— —+5;Zi <br />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 <br />(U.N.O.) (OR %" GYP. TYPE 'I BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. <br />CONNECTIONS. <br />8"1 NOM I NAL BLOCK WITH <br />TOP PLATE <br />S.P.F. DOUBLE <br />3/8" MORTAR BETWEEN COURSES <br />SIMPSON SP2 w/ <br />TOP PLATE <br />2x BLOCKING HORIZONTALLY@ <br />IL <br />(12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />L <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />(12) 10d NAILS U.N.C. <br />FOR UNDERLAYMENT <br />@16" O.C. W/ (2) 1 <br />16d TOENAILS T & <br />lo <br />IL <br />SHEATHING Ill FOR ALL --2x BLOCKING HORIZONTAll INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 il (113302.11) <br />5/8"* x 10" "J" BOLT @ 24" C.C. w/ x BLOCKING HORIZONTAll INTERVALS <br />2"*x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 l (R302.1 1) <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF <br />INDICATED ON THE PLAN. ATTACH <br />(ALT: 1/2"xl 2" TITEN H D @ 24" <br />PRE ENGINEERED WOOD <br />APPLICABLE. <br />3/8" MORTAR BETWEEN <br />SHEATHING W/ 8d COMMON NAILS @ <br />INSULATION PER CHART ON FLOOR PLAN <br />4" Ill @ BOUNDARIES, 6" O.C. @ <br />O.C. OR 5/8"x10'WEDGE ANCHOR <br />NSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & <br />SLAB & BLOCK <br />EDGES, AND @ 12" O.C. @ FIELD <br />"SIMILAR AT FOUNDATION ONLY" <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />HURRICANE ANCHOR @ EACH <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />@ 6" MAX FROM END OF 2 x PLATE <br />N W <br />(2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 <br />IMPSON SP1 wl (10) 10d NAILS <br />5/8- x 1 l "J" BOLT @ 24" 0. C. W/ <br />2"'x3/16" PLATE WASHER (TYP.) <br />SIMPSON SP1 w/ (10) 10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />wl Ill FLORIDA BUILDING CODE <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) WWF OR FIBERMESH <br />A <br />Ell 0 - <br />.0'. <br />(ALT: 1/2"xl 2" TITEN HD @ 24" x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />7TH EDITION (2020) RESIDENTIAL <br />MOISTURE BARRIER <br />A. F. F. <br />O.C. OR 5/8"xlO'WEDGE ANCHOR <br />21' x 6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />6 x 6 W1.4 x W1.4 <br />SHINGLE ROOF, SHINGLES TO <br />@ 24" O.C.) WWF OR FIBERMESH <br />ATTACHMENTS 2'1 <br />WWF OR FIBERMESH <br />BE IN ACCORDANCE w/ ASTM <br />k? <br />Wi' <br />z <br />El 4-31/2" <br />3 1/2" MIN. <br />3 1/2" M IN. <br />D7158-CLASS G or H, or ASTM <br />D3161-CLASS F, IN <br />41 1 <br />C NT. <br />2x4 0 <br />A.F.F. n <br />LL <br />Af <br />12 <br />ACCORDANCE TABLE <br />*"- <br />/2"(min 4- <br />1 4' <br />1/2-imin.1- 4- <br />1/ "(miri <br />"(min <br />w/ <br />2� A <br />;0 2 <br />;e <br />;0 <br />r3l'l <br />V ARIES <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) <br />GARAGE DEPTH VARIES <br />3 1 2"(mil - 4' <br />3 1/2"(min.) - 4' <br />2 in �)- 4 <br />RESIDENTIAL <br />8 <br />INSULATION LE <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />(2) #5 CONT9 411 V-4" 8" <br />(2) #5 CONT. -4 81' <br />FRAMING SHEET FOR <br />U.N.O. MIN. <br />U.N.O. <br />SHEATHING AND FASTENERS <br />WALL W/ OUT UPLIFT rG G"'� <br />GARAGE SLAB AT STEP B� <br />TYPICAL BEARING WALL STEP (a) SHEARWALL K"C� <br />TYPICAL BEARING WALL @ STEP <br />Ell VARIESiI <br />SCALE: 3/4"=V-0" <br />SEE TYP. WALL SECTION ill �3 <br />SCALE: 3/4"=V-0" <br />"SHEAR WALL" SCALE: 3/4"=V-0" �3 <br />SCALE: 3/1 <br />5/8" OR 1/2" HIGH <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />LUMINUM FASCIA <br />GYP. TYPE 'X" @ GARAGE <br />W/A HABITABLE ROOM <br />N.O. 2x SUB FASCIA <br />1/2"OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />--12" <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />SCREWS @ 7 O.C. <br />SOFFIT SHEET SS <br />2x S.P.F. S S 1 O.C. <br />BOUNDARIES, 6- O/C EDGES, AND 12" O/C FIELD. <br />2x STUDS@ 16" O/C <br />00 <br />CEILING & 8"O.C. WALLS <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />ox�l <br />8"x8"X1l KNOCK -OUT <br />LOADBEARINGOR I--*,- <br />INSULATION PER FBC AND ENERGY <br />2x BLOCKING HORIZONTAll <br />v <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />EXTERIOR WALL <br />8" C M U <br />FORM SUBMITTED WITH PERMIT <br />NOTE: INTERVALS NOT EXCEEDING <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />SEE SECTION C/S3 FOR <br />PLAN <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />1 l (R302.1 1) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />1x2 P.T. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />SEE Cl OR C14 <br />'OR <br />G/S3 FOR ANCHOR <br />"J" <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 MOOK DETAIL <br />--1/2" GYP WB (MIN.) @ GARAGE <br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. <br />BOLTINFO. <br />5/8"1 "J" BOLTS BOLT <br />5/8"' x 10" BOLT @ 24" O/C W/ 2'13/16" <br />3RD LAYER 1/8" THICK. <br />l K.O. BLOCK <br />10d NAILS <br />STD. 90-HOOK (SEE DETAIL) <br />TYPE "S" MORTAR <br />(IF NO UP LIFT ON <br />DIN <br />@ 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />5/8"DIA. EXPANSION BOLT @24 <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 />2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />*SIMPSON SP1 <br />(6) 1/4"11/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20- MIN. LAP l MIN. LAP] <br />x <br />#5 REINFORCING x <br />350l MIN. TENSION 2l <br />SPACE ANCHOR <br />R <br />ARCHITECTURAL <br />w/ (10) 1 Od NAILS <br />SPACED EVENLY <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />/I _j <br />BAR I/ - <br />x <br />FRO <br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 C;� C� <br />FINISH <br />TYP. <br />2x P T. PLATE <br />PER Mll INSTRUCTIONS <br />'N�'-#3 <br />X a <br />I AT;: <br />END OF 2" x PLATE WWF OR FIBERMESH <br />­11� r <br />1x2 PT WD FURRING @ 24" O.il <br />ASSUMED FINISHED <br />E <br />OR #4 REINFORCING BAR <br />< LU <br />—7-91 <br />�GRADE <br />2E <br />GRADE <br />#3 & #4 LAP SPLICE <br />40 MIN. Fy= 4l <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />MONO OR STEMWAll <br />FINISH GRADE ;0 2 <br />[GRADE <br />25 30"MIN. <br />MIN. LAP LAP] <br />60 MIN. 1601 U) <br />CL <br />16 <br />9 <br />CELLS (SEE <br />FOOTING MONO SHOWN <br />00 <br />K LU <br />ILL <br />I> <br />FOUNDATION PLAN <br />FOR CLARITY <br />6 MIL VAPOR BARRIER <br />p <br />R 17/8" <br />i v_7__T <br />FOR LOCATIONS) <br />77 <br />11 [1771 <br />: <br />C14 z <br />#5 REINFORCING BAR <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />I-- I :K <br />P, <br />tap <br />#5 LAP SPLICE <br />(2) #5 CONT.- <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />NOTE: <br />*FOR BEARING WALL <br />Jil_ ll� <br />COMP. SOIL. (COMPACTED TO <br />36" MIN. LAP [36- MIN. LAP] <br />ON 3" CHAIRS <br />89' 11-41' 8" <br />FILLED CELL TYPICAL <br />W/ UPLIFT ONLY <br />95% MODIFIED PROCTOR ASTM <br />10" <br />MIN. 2500 PSI CONIC. SLAB <br />MIN PSI MAY VARY PER <br />AT GARAGE CONTRACTOR <br />D1557) <br />41' 11-41' <br />"--#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />MUNICIPALITY. <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />CONCRETE SLAB W/ 6X6 <br />MAMA WWF OR <br />NOTE:EXTEND <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />rD'�� <br />TYPICAL EXTERIOR FRAME WALL FOOTING E� <br />REBAR DETAILS <br />rF <br />WALL w/ UPLIFT rG <br />"FIBERMESW <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 311 <br />� �3 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SCALE: 3/1 <br />�3 <br />SCALE: N.T.S. <br />�3 <br />SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />SLAB INFORMATION. <br />00 <br />RIES <br />Cl) <br />6 x 6 W1.4 x W1.4 <br />SEE PLAN <br />1 1/2" RECESS FOR x 6 W1.4 x W1.4 <br />;0 <br />31/2" WWF OR FIBERMESH <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) WWF OR FIBERMESH <br />6 11 L VAPOR <br />min.) 4"--\ <br />1 Od NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />BARRIER tE :�4\ <br />C14 <br />L�l <br />GRADE <br />AT 24" O.C. MAX. <br />SEE PLAN FOR <br />1­1 <br />CONNECTION INFO <br />4 4 <br />COMP. SOIL. <br />;0 I Fj�!j <br />I I <br />ll <br />TOP OF BEAM NV <br />& LAYOUT DESIGN <br />(COMPACTED TO 95% <br />1) #5 REBAR w/ OPT. <br />SEE ROOF PLAN <br />4 A A <br />co <br />7 <br />MODIFIED PROCTOR <br />b It N l;INCLOSURE <br />(2) HTS20 <br />FORSTRUCTURAL <br />9!6 <br />ASTM D1557) <br />BEAM SIZE & <br />At. <br />4 <br />3" MIN. Cll <br />(2) #5 REBAR CONT.—/ <br />CONNECTION INFO <br />ON 3" CHAIRS TYP. 11-4- (1 STORY) <br />`-8- <br />STD. 90 NOOK (SEE <br />MIN. <br />U.N.O. 4" 11 (2 STORY) <br />DETAIL) <br />2x4 P.T. <br />2x4 #2 SYP P.T. FRAMING w/ <br />PLATE <br />7116 <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A1S3/J/S6 8" <br />TYPICAL WALL SECTION <br />TYPICAL THICKENED SLAB EDGE <br />O.S.B. z <br />ATTACHED PER NAILING <br />FOR REINF. Ill <br />SCALE: 3/4" V-0" <br />Ill <br />SCALE: 3/4"=V-0" <br />W 0 <br />L" <br />SCHEDULE <br />OPTION #1 <br />�3 <br />1/2" GYP. BD. <br />P.T. 2x <br />lix <br />COLUM LOCATION > <br />SEE PLAN FOR STRUCTURAL <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />HOLD GYP. BD. <br />w <br />COLUMN SIZE AND BASE <br />rM <br />1/2" FROM SLAB <br />LU <br />Uj <br />CONNECTION INFO. <br />SLAB STEP & RECESS l S.G.D. <br />0101, CONT. BEAD SEALANT <br />U) <br />SCALE: 3/4"=V-0" <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />BLOC K WALL BEYOND <br />INTERIOR 2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />PAVERS / DRIVEWAY <br />EXPANSION JOINT <br />-3 1/2" <br />4 INK <br />SEE DETAIL ll FOR <br />COLUMN TO PORCH SILL <br />w/ 1/4"x3"TAPCONS <br />AT 8" O.C. <br />Ill MASONRY WALL AND <br />CONCRETE SLAB 14" <br />O.H.D. <br />RECESS <br />1311 <br />O.H.D. RECESS <br />GARAGE <br />ATTACHMENTS & 18/D1 <br />PAD FOOTING <br />PAVERS� <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />Cl) <br />CONCRETE NAILS W 11/2 <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />EMBEDMENT @ 12" O.C. <br />TO FOUNDATION PAD <br />A. <br />0 <br />EL <br />Cl) <br />PLATE TO CONCRETE <br />ON FLOOR PLAN <br />2 <br />SIZE VARIES PER PLAN <br />(MIN. SHEAR 180# MIN. <br />CONT BEAD SEALANT <br />w/ MIN. (2) #5 VERTICALS <br />9 GRAD <br />:14 <br />;0 <br />TENSION 120#) CONCRETE SLAB <br />_j <br />FILLED SOLID (SEE PLAN FOR <br />"j. . <br />194 <br />6 x 6 W1.4 x W1.4 <br />W <br />LU <br />SIZE AND REINFORCEMENT) <br />Uj <br />0 <br />WWF OR FIBERMESH <br />W <br />U) <br />Lu <br />111. Llj <br />A A_j <br />BRICK PAVERS or SLAB PER <br />W (n Uj z <br />0 <br />LL QL <br />6 MIL VAPOR <br />I FIN. FLR.l <br />CO MMUNITY SPECS <br />L. <br />dl !l! I 4�7 <br />_"�,-FOOTING <br />SEE AIS3 OR J/S6 <br />SEE A/S3 OR J/S6 <br />0 <br />Ill j <br />FOR REINF. INFO. 3" MIN. <br />CLEARANCE <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />BARRIE. <br />q-1 1prffl <br />BEYOND <br />1 (1 STORY) V-8" <br />(1 STORY w/ DEPRESSED SLAB OPT.) <br />1'4" (1 STC RY) <br />T_VTOFF <br />—1, <br />PAD REINFORCEMEN 3" MIN. CLEARANCE <br />(SEE SCHEDULE) <br />1 (2 STOR <br />V-8" (2 STqRY) <br />41' 4" <br />SEE FOUNDATION <br />CONIC. PAD INFO, <br />FOOTING WIDTH <br />SEE SCHEDULE I <br />GARAGE DOOR SLAB RECESS <br />GARAGE DOOR SLAB RECESS <br />INTERIOR WALL SLAB STEP NON-BRG. rK"� <br />TAPER N FRAMING rCD12 <br />ED COLUM' <br />PATIO COLUMN FTl DETAIL rN <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />�3 <br />SCALE: 3/4"=1'-I Il �3 <br />SCALE: 314- V-0" <br />SCALE: N.T.S. �3 <br />ADDITIONAL INFORMATION. <br />ADDITIONAL INFORMATION. <br />> <br />0 0 <br />4,C <br />an x <br />Z <br />( m U_ <br />C) <br />C\1 <br />In 0 <br />_0 <br />(1) W <br />C: <br />0 <br />Q) -0 <br />(.5 a) <br />W Q) <br />> <br />E <br />M U) 0 0 <br />0 Uj <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seel Is only for <br />the structural engineering portons of the drawing pages bearing <br />Engineers signature and seal. <br />E <br />8 '. <br />0 <br />C14 - 4 _j <br />- ,, L, _! <br />cv 0 LL a. <br />u- LL Olt <br />, <br />z <br />F 0 <br />4 0 l­- <br />0 <br />A <br />r.- <br />ap <br />0 CL <br />IL <br />IL <br />00 _j <br />U') Z <br />Cl) <br />04 S2 0 <br />U <br />=) <br />d 3 0 _1 (1) <br />Cl- <br />U) <br />Nil <br />L <br />Cz <br />U <br />M <br />0 <br />LU <br />V) <br />C) <br />U <br />= <br />< <br />r— <br />C-11 <br />E <br />go <br />o <br />L <br />E 8 <br />X. <br />00 <br />C=) <br />C,j R3 <br />It <br />C: <br />5 <br />Y <br />z <br />a) <br />o <br />0 <br />z <br />C=) <br />C� <br />o% <br />21 <br />0 <br />6 3: 1 <br />2 r <br />12 <br />0 Lo <br />_j <br />L0 <br />LO <br />ki <br />M <br />< <br />LO <br />co CN <br />j <br />C) <br />CN <br />l <br />0 <br />W �2 <br />Ill <br />CID <br />0 <br />04 <br />CD <br />C14 <br />4) <br />E <br />2:1 <br />.F <br />LO <br />CQ <br />j6 04 <br />0 <br />z <br />z <br />E <br />U) <br />Q. <br />0 <br />0 _j <br />M <br />< <br />0) <br />JOB <br />NO: <br />22-02385 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />