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3 <br />W <br />I <br />0 <br />i <br />M <br />co <br />N <br />0 <br />.7 <br />rT <br />0 <br />N <br />J <br />2 <br />0 <br />I <br />M <br />i <br />N <br />0 <br />5- <br />t <br />3 <br />0 <br />i <br />E <br />1.2 <br />0 <br />`o <br />J <br />a <br />0 <br />v <br />0 <br />M <br />O <br />S <br />O <br />a- <br />OC14 <br />LLO <br />°s <br />0 <br />W <br />0 <br />m <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 />(TYP.) VARIES <br />INSU <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. I—/ <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />� 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 & <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 <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH co <br />MOISTURE BARRIER n a <br />SHINGLE ROOF, SHINGLES TO a _ <br />BE IN ACCORDANCE w/ ASTM =L—I I1=� I I °' . ' ' �I I — 9 <br />D7158-CLASS G or H, or ASTM • I �I=�II I �' - <br />- <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE <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 GG <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-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 />Z4 <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 />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 />a NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />E- <br />v <br />('V ' ° I,- <br />_ r <br />Z <br />- — <br />00 <br />6 MIL VAPOR > —_ <br />— - r <br />_ r <br />BARRIER ; D 4 <br />_z <br />COMP. SOIL. ° <br />(COMPACTED TO 95% <br />iTT <br />MODIFIED PROCTOR TTT �r-1 T f-1 i <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. 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 />q <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />LOAD BEARING OR --- <br />EXTERIOR WALL <br />SEE CC/S3 OR -- <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />w/ (10)10d NAILS <br />TYP. <br />MONO OR STEMWALL— <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />a❑ <br />GARA( <br />1 <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />7V117 _IVIF 7/�_ <br />5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 #2 SPF _/ �—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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR 5/" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. ABOVE) CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <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 />„° „ „ „ „ <br />SHEATHING RE 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 @ O.C. OR 5/8"x10' WEDGE ANCHOR <br />4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN �p 24" O.C.)INSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD <br />SLAB & BLOCK "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 />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. U-0" h (ALT: 1l2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />O.C. OR 5/8"x10' WEDGE ANCHOR 11 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 <br />@ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH <br />�31/2" MIN. �31/2" MIN. —_ <br />b a 1/2 min. 4 / <br />� — — 1/2"(min')- „ � o a 9' — _ �I�—�T � 1/2"(min.)- 4„ <br />I- <br />31/2"(min. - 4"—LTI I— p • _ — 31/2"(min.) - 4" II �- y --� — <br />_ rr <br />I= <br />it <br />r1-T <br />4" 1'-4" 8" (2) #5 CONT. 4„ rrf�P� rrr m8„ <br />U.N.O. MIN. U.N.O. MIN. <br />TYPICAL BEARING WALL Cad STEP (4� SHEARWALL �C� TYPICAL BEARING WALL @STEP CC <br />"SHEAR WALL" <br />SCALE: 3/4"=V-0" <br />COW- <br />SECU�� <br />pCS� <br />M <br />- <br />SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE [ ] <br />FIBERMESH #5 REINFORCING <br />T 2x P.T. PLATE WEEP SCREED INSTALLED BAR —� <br />ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR <br />GRADE �, o " ' " z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />Z Cl) C. FINISH GRADE 00 25"MIN LAP [30" MIN LAP) [GRADE 60 MIN. Fy= 60ksij <br />SCALE:3/4"=V-0" S3 <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />o <br />END OF 2" x PLATE <br />w <br />o <br />t- <br />can <br />a . <br />D <br />. g — — <br />rr>= Uj <br />— — c <br />O° 6 MIL VAPOR BARRIER D o ° 1=1RWMN619031 <br />°° �— — ° <br />__ #5 REINFORCING BAR R 1 7/8 <br />jTrrlTf CN <br />#5 LAP SPLICE <br />e � — <br />f COMP. SOIL. (COMPACTED TO — 1 ° <br />95% MODIFIED PROCTOR ASTM TIC <br />D1557) <br />4" 1'-4" <br />FRAME WALL TO C.M.U. WALL CONNECTION Ire l TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />j'6x6W1.4xW1.4 <br />31/2" / WWF OR FIBERMESH <br />00 <br />SCALE: 3/4"=V-0" <br />GRADE <br />I Wiii iI 1T <br />#5 REBAR w/ OPT. <br />, REgN gNCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE rL <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />14" <br />O.H.D. RECESS ITz <br />M � <br />cli <br />co <br />4" jT <br />• • II ' <br />SEE A/S3 OR J/S6 L9 I I �I i I 16 <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />1' 4" (1 STOW') ! V-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 />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. S3 <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALAN <br />ot <br />• ' Q INTERIOR <br />-3 1/2" <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 />00 <br />TM <br />I- <br />6 MIL VAPOR T �,J r, <br />BARRIER <br />36" MIN. LAP [36" MIN. LAP] <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS F <br />SCALE: N.T.S. S3 <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 CONNECTION INFO <br />TOP OF BEAM & LAYOUT DESIGN <br />SEE ROOF PLAN o0 <br />(2) HTS20 ��r <br />FOR STRUCTURAL r <br />BEAM SIZE & <br />I I CONNECTION INFO <br />I <br />I <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 />� <br />> <br />a <br />w <br />SEE PLAN FOR STRUCTURAL <br />:� <br />w COLUMN SIZE AND BASE <br />o <br />w CONNECTION INFO. <br />U) <br />2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P•T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS AT 8" <br />GARAGE <br />COLUMN TO PORCH SILL <br />`` 1 O.C. <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />INSULATION PER CHART <br />Z SQUARE CMU BLOCK BASE, <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT <br />a <br />> w/ MIN. (2) #5 VERTICALS <br />E = <br />> <br />_j FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 N <br />W SIZE AND REINFORCEMENT) <br />WWF OR FIBERMESH co <br />� <br />Cn <br />BRICK PAVERS or SLAB PER <br />a <br />-� — =jam — <br />Pi �► I = TTT=1Tf=1 I (=TT�=TT� <br />0'-0" FIN. FLR <br />COMMUNITY SPECS <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 ; E <br />��II�11: 11 it <br />(2) #5 CONT. � I <br />ON 3" CHAIRS 8" 1'4" 8" <br />(TYP.) <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=V-0" S3 <br />VARIES <br />1 1/2" RECESS FOR (� 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.) I WWF OR FIBERMESH <br />SEE A/S3/J/S6 8" <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS an S.G.D. ( M <br />SCALE:3/4"=1'-0" S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS _i <br />TO FOUNDATION PAD <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />00 GRADE M <br />w <br />Z w • W <br />F- <br />a.wLij z <br />LU 00�= • • • • _ za <br />U_ M�� <br />FOOTING <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. S3 <br />� <br />1 "XI <br />E! <br />rs <br />c�cc-pia <br />., <br />n cc <br />w <br />n <br />a � <br />a m <br />F'' <br />N <br />M <br />0 <br />N <br />0 <br />1 <br />f <br />0 <br />y <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 />- <br />Residential <br />7th Edition. 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