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3 <br />S <br />w <br />N <br />C) <br />N <br />P <br />v <br />Cn <br />0 <br />°po <br />N <br />Z. <br />J <br />M <br />to <br />0 <br />I <br />N <br />L <br />v <br />N <br />0 <br />i <br />a7 <br />c <br />CI <br />N <br />N <br />E <br />F2 <br />v <br />0 <br />v <br />c <br />J <br />fZ <br />i <br />Z <br />0 <br />_ <br />U <br />y <br />U <br />O <br />i <br />a <br />0 <br />v <br />9 <br />N <br />r7 <br />M <br />0 <br />00 <br />0 <br />0 <br />O <br />d <br />PO <br />0 <br />0 <br />0 <br />0 <br />00 <br />Cn <br />0 <br />V 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'4" (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" U/C & jl <br />ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE <br />COMPONENTS TO BE IN ACCORDANCE TRUSS {SEE UPLIFT SCHED.} W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 <br />w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `e) <br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER . D ' A. <br />SHINGLE ROOF, SHINGLES TO _ ° <br />BE IN ACCORDANCE w/ ASTM -I I -I11 I 9 <br />1-I ff11=I I J I III -I I I -I I I=� <br />D7158-CLASS G or H, or ASTM I I=�_ 11=1 I=1 ; • 1=I 1 I=1 11-111-1' <br />D3161-CLASS F, IN '' -I I -III I I—j ° — —_ <br />12 ACCORDANCE w/ TABLE ' I=111-I I I=I I1=I I I=III=I 11=I I -I 1 I=I 11=_I <br />(TYP.) R905.2.6.1, FLORIDA BUILDINGE <br />=1� III=1 I1 <br />VARIES 8 IIIIh�IIIIIiIII tltI�Illl�ll <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 53 <br />5/8" OR 1/2" HIGHS <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 />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 />c) 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 />CL NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />"FIBERMESH" <br />= <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />'v <br />`I <br />D <br />6 MIL VAPOR D I— <br />I z_ <br />I I I� <br />BARRIER , p 4 III <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />i <br />MODIFIED PROCTOR t l <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. 1'-4" (1 STORY) <br />ON 3" CHAIRS TYP. <br />STD. 90 NOOK (SEE <br />U.N.O. 4" V-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />(*A� <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5Y" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />M <br />SEE A/S3ORJ/S6``WIIIIIM­IL,, II11IIr <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) / 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 />8"x8'l NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=1'-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL 8" C.M.U. <br />1"x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR N <br />G/S3 FOR ANCHOR <br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT <br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR <br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 SPACED EVENLY <br />w/ (10)10d NAILS _ <br />`2 2x P.T. PLATE <br />TYP. <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL Z <br />FOOTING MONO SHOWN <br />00 <br />FOR CLARITY <br />= z <br />NOTE: - —_ <br />*FOR BEARING WALL = T <br />W/ UPLIFT ONLY _ <br />FRAME WALL TO C.M.U. WALL CONNECTION v 1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4" <br />° ° e <br />00 <br />SCALE: 3/4"=V-0" <br />�r GRADE <br />1 <br />-(1) #5 REBAR w/ OPT. <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13 O.H.D. RECESS <br />r <br />-I I I �I I f�Tl .I�f I , ' ` ° III=� 1 �� I I � � • <br />°° <br />I IF <br />—III °•a•.•'! -:4-­ <br />SEE A/S3 OR J/S6 ­' -1!I11 I LL[I LIIF:' ,II'1F <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />1/2" OR 7116" 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 />7/r <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 5/8"OR 1/2" HIGH STRENGTH <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM <br />S.P.F. DOUBLE CONNECTIONS. ABOVE) <br />TOP PLATE S.P.F. DOUBLE <br />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/ <br />1/2" CDX PLYWOOD OR 7/16" Q.S.B. (12)10d NAILS <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) <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 24" O.C. <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 <br />2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. U-0" OL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL <br />@ 24" O.C.) 2„ WWF OR FIBERMESH x 6 W1.4 x WATTACHMENTS 2/ <br />ELEV. 4-3 1/2" <br />31/2"MIN. 1 31/2"MIN. <br />A.F.F. U <br />U— <br />N - D ° ° DTI= r �31/2"(min.)- 4" _ 0 9 <br />7��� D • ' <br />00 — — — ' P •. — 111- 00irtt <br />— . <br />-/r <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'-0" (R302.11) <br />INSULATION PER CHART ON FLOOR PLAN <br />SIMPSON SP1 w/ (10)10d NAILS <br />12 <br />x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />31/2"(min.) - 4" 11 ITf —II — 31/2"(min.) - 4" = y —11) 11=1 I <br />-1 I -off l I I- <br />(2) #5 CONT. TI ' `�.-r' �'III "'TIr <br />4" 1'4' 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL STEP SHEARWALL rc <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />S3 <br />ecs' 10 <br />1/2"(min.)- 4" <br />I 1 <br />(2) #5 CONT. 4„I111 �II41TTT8 <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEPrc C <br />SCALE:3/4"=V-0" S3 <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�N�o s <br />INSULATION PER FBC AND ENERGY' coN 2x BLOCKING HORIZONTALLY@ <br />FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING <br />2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'4" (R302.11) <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3FOR <br />10'4" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE <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 SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " <br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) <br />2X PT PLATE #5 REINFORCING N <br />FIBERMESH x W1.4 <br />WEEP SCREED INSTALLED BAR o END OF 2'BOLTS 6" M PLATAX OEM WWF OR4FIBERMESH <br />PER MFR INSTRUCTIONS <br />E #3 OR #4 REINFORCING BAR <br />GRADE 40 MIN. Fy= 40ksi =r <br />#3 & #4 LAP SPLICE ° . <br />co— — — D o FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a m D D D. T b <br />g_-T I I D • I ,IT <br />II I I-1 <br />_ w I I I 1= 1-III I I <br />6 MIL VAPOR BARRIER i II I IUJ <br />A. ° ITI �=T = I I- R 1 7/8" �- I I III= ° = I' <br />II #5 REINFORCING BAR _1 I -I 11=1 I M-1 r 2 I I -I I�TI1- L I I I i <br />I1=1 I I EI #5 LAP SPLICE (2) #5 CONT. -1111- <br />COMP. SOIL. (COMPACTED TO I I " ° III-IIrpm 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8' 1-4 8„ <br />_ _fl <br />95°! MODIFIED PROCTOR ASTM ' �_)1 I I= I ��=1 t I 10" (�P') <br />D1557) I IIIII ITIIIh IL,LI I <br />4" 1'4' #6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE TYPICAL INTERIOR BEARING <br />TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" <br />SLAB INFORMATION. S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) ° <br />AT 24" O.C. MAX. FOR TRUSS <br />SEE PLAN FOR CONNECTION INFO r <br />TOP OF BEAM & LAYOUT DESIGN <br />SEE ROOF PLAN c — — —a ° ' a a ° - r =-rL��r T ^ <br />CIO <br />II= M c <br />(2) HTS20 FOR STRUCTURAL T _�,=rT�l,=r1) <br />BEAM SIZE & I �' <br />CONNECTION INFO <br />P.T. 2x 1/2" GYP. BD. <br />2, HOLD GYP. BD. <br />j— ; 1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALAN <br />— a .s y Q <br />INTERIOR <br />a. a. -3 1/2" <br />v• ' <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 />ao - <br />N T[=ITI= II <br />_I <br />M 6 MIL VAPOR <br />BARRIER <br />� •. .III <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 <br />z ATTACHED PER NAILING FOR REINF. INFO. <br />w SCHEDULE OPTION #1 <br />= SEE TYP. WALL SECTION FOR ADDITIONAL <br />w SEE PLAN FOR STRUCTURAL <br />> j SLAB INFORMATION. <br />w <br />COLUMN SIZE AND BASE <br />o <br />W <br />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 <br />GARAGE <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL <br />-- <br />EXTEND FILL CELLS <br />W/ DRYWALL SCREWS @ 8"O.C. <br />TO FOUNDATION PAD <br />INSULATION PER CHART <br />z <br />0 <br />SQUARE CMU BLOCK BASE, <br />CONT, FOOTING STEEL <br />MAT REINFORCING. r <br />ON FLOOR PLAN <br />w <br />> <br />SIZE VARIES PER PLAN <br />MIN. #5 VERTICALS <br />M <br />zGRADE <br />00 — <br />CONT. BEAD SEALANT <br />a <br />w/ (2) <br />E <br />? <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 ffl A x Wl A N <br />w <br />SIZE AND REINFORCEMENT) <br />C7LU <br />_• <br />T WWF OR FIBERMESH M <br />I=— w o <br />0- LLJ <br />U <br />° <br />BRICK PAVERS or SLAB PER <br />p o 0 Uj <br />• •'' • • - z <br />COMMUNITY SPECS <br />" U) <br />- Q <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=V-0" <br />0s��l���� BEYOND <br />PAD REINFORCEMEN 3" MIN. CLEARANCE <br />(SEE SCHEDULE) <br />SEE FOUNDATION FOOTING WIDTH <br />\ - I <br />CONG. PAD INFO. <br />SEE SCHEDULE <br />TAPERED COLUMN FRAMING (GD12� <br />PATIO COLUMN FTG. DETAIL �N <br />en <br />N <br />0 <br />c.J <br />tv� <br />:w <br />C-lCID <br />CL <br />N to tTi <br />°C, <br />E <br />ca <br />a v <br />O <br />M <br />CV <br />0 <br />N <br />00 <br />0 <br />Lo .No <br />P .� <br />oy-"G�°,° STATE_ OF0 ".l •"' <br />NA <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />as <br />W o <br />v N �CC,� <br />G 7L0N J <br />LL Lu LU <br />a a <br />Q M <br />10 LL a R &t? 3:o <br />0 <br />Z t V ! 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