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a <br />m <br />00 <br />0 <br />r� <br />L8 <br />Cu <br />a <br />a <br />to <br />0 <br />I <br />m <br />to <br />M <br />L0 <br />v <br />C <br />Cr <br />.�S <br />LO <br />J <br />1 <br />in <br />20 <br />0 <br />3 <br />0 <br />O <br />a <br />E <br />1,2 <br />0 <br />0 <br />EZ <br />J <br />N <br />N <br />E2 <br />�O <br />C <br />v <br />a <br />a <br />v <br />J <br />a9 <br />LZ <br />LO <br />0 <br />5 <br />a <br />N <br />0 <br />a <br />m <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.) <br />P') VARIES <br />INSU <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 E <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />MOISTURE BARRIER D ° <br />SHINGLE ROOF, SHINGLES TO d <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTM <br />D3161-CLASS F, IN I I I D ° • II I I 1' <br />ACCORDANCE w/ TABLEI— I r <br />Ir <br />R905.2.6.1, FLORIDA BUILDING -1 1�111=11 <br />CODE 7TH EDITION (2020) <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 KG G <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SI <br />5/8" OR 1/2" HIGH - <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />ALUMINUM FASCIA <br />GYP. TYPE "X" @ GARAGE <br />\12'N.O. <br />W/A HABITABLE ROOM <br />2 SUB FASCIA <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />SCREWS @ 7" O.C. <br />SOFFIT SHEET SS <br />CEILING & 8" O.C. WALLS <br />8"x8"X16" KNOCK -OUT <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />PLAN <br />1x2 P.T. HORIZONTA L <br />NAILER <br />8" C.M.U. TYPICAL <br />DEx <br />STD. 90-HOOK (SEE TAIL) <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 />C/) 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 />_ r ° <br />00 <br />C000 <br />6 MIL VAPOR <br />BARRIER ; C �r 4 I - <br />C <br />COMP. SOIL. ° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR 1 <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 />4" 1'-8" (2 STORY) <br />DETAIL) <br />) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />Q3,) <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND - <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <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 />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />5/8"OR 1/2" HIGH STRENGTH <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH —� <br />'-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />s „ „ „ <br />.) (OR / GYP. TYPE X @ <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />GARAGE <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. <br />CONNECTIONS. <br />TOP PLATE <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />(12)10d NAILS <br />U.N.O. <br />SHEATHING REQ'D. FOR ALL <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />2x BLOCKING HORIZONTALLY(a� INTERVALS <br />EXTERIOR OR SHEAR WALLS AS <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"'x3/16" PLATE WASHER (TYP.) <br />NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />INSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />NSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN <br />EDGES, AND @ 12" O.C. @ FIELD <br />SLAB & BLOCK <br />"SIMILAR AT FOUNDATION ONLY" <br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ <br />IMPSON SP1 w/ (10)10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />SIMPSON SP1 w! (10) 10d NAILS <br />2"'x3/16" PLATE WASHER (TYP.) <br />STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" <br />(ALT: 112"x12" TITEN HD @ 24" <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />2x P.T. BOTTOM PLATE <br />OIL <br />A.F.F. <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />x 6 W1.4 x W1.4 <br />INCLUDE THE WALL / <br />6 x 6 W1.4 x W1.4 <br />@ 24" O.C.) <br />2 <br />WWF OR FIBERMESH <br />ATTACHMENTS 2" <br />/ <br />WWF OR FIBERMESH <br />ELEV. -0'-31/2" z <br />31/2"MIN. <br />31/2"MIN. J <br />__ <br />A.F.F. <br />. <br />r <br />�1/2-(min+1 <br />b <br />oCV <br />t/2 <br />. <br />4" <br />(31m <br />•° <br />r <br />W.- <br />00 <br />° <br />3 1/2"(min.) - 4" - <br />-rrv- <br />-r I 4" - �[ _ I • <br />(2) #5 CONT. <br />1 �„ 8, (2) #5 CONT. 4 TTT 8„ <br />U.N.O. MIN. <br />U.N.O. <br />TYPICAL BEARING WALL (@ STEP 10-D SHEARWALL rC� TYPICAL BEARING WALL @ STEP <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />-Orlp ICJ <br />Qcs <br />M <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING SEAMS. <br />t@ <br />2x STUDS @ 16" 0/C <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/' \ <br />1 "x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE CC/S3 OR <br />C14 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />"J" <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <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 />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />*SIMPSON SP1 <br />(6)1/4 x31/4 TAPCONS <br />SPACED EVENLY <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />W/ (10)10d NAILS <br />- <br />"' <br />FIBERMESH <br />1 <br />WEEP SCREED INSTALLED <br />BAR —� <br />TYP. <br />2x P.T. PLATE <br />ASSUMED FINISHED <br />� <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />;, D D <br />z <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />T <br />FINISH GRADE 00 2 <br />[GRADE 60 MIN. Fy= 60ksi] <br />MONO OR STEMWALL <br />? <br />M — D <br />25' MIN. LAP [30" MIN. LAP] <br />FOOTING MONO SHOWN <br />- <br />FOR CLARITY <br />°O <br />6 MIL VAPOR BARRIER R e. <br />_ <br />- - - <br />R 1 7/8 -� <br />- - <br />- z <br />#5 REINFORCING BAR <br />z <br />I D <br />TT� <br />#5 LAP SPLICE <br />NOTE: • e - - <br />*FOR BEARING WALL CN COMP. SOIL. (COMPACTED TO - D <br />W/ UPLIFT ONLY __ 95% MODIFIED PROCTOR ASTM <br />D1557)- <br />- - - 4" 1'4' <br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"QS 3 <br />SLAB INFORMATION, <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4" <br />GRADE <br />00 <br />— -_ if_ - =(1) #5 �REBAR w/ OPT. <br />-111 :111-111- I I- I I -I I [= I I -SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY EXPANSION JOINT <br />CONCRETE SLAB 14' 13" <br />PAVERS O.H.D. RECESS q z O.H.D. RECESS _ <br />CV ' <br />M � � <br />Cl) <br />e 4 °° 7 <br />L=L ; J• 1 00 <br />4 <br />• .. I�11 I I � ..: 11�1111� <br />SEE A/S3 OR J/S6--I I I l - <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 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE A/S3 OR J/S6 J _I I II I I II ,LLI II IZI I= <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4' (1 STORY) <br />V-8" (2 ST RY) <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 />HOLD GYP. BD. <br />1/2" FROM SLAB <br />9D CONT. BEAD SEALANT <br />• ' Q INTERIOR <br />4. -3 1/2" <br />a. <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 />_A m <br />0? <br />h _t Nr — — <br />N 7T I - <br />M 6 MIL VAPOR T - - <br />BARRIER <br />I - I - II <br />- <br />-�f <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=V-0" <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 />Q BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />W D <br />U <br />J <br />N <br />5 -f� pLLJ <br />. <br />LU <br />(2) #5 CONT.- <br />ON 3" CHAIRS <br />(TYP.) <br />TYPICAL INTERIOR BEARING <br />CC <br />S3 <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 v <br />° A <br />REBAR DETAILS r F WALL w/ UPLIFT G <br />SCALE: N.T.S. 13 SCALE: 3/4"=V-0" <br />S3 <br />VARIES <br />SEE PLAN <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. CONNECTION INFO <br />SEE PLAN FOR <br />1 1/2 RECESS FOR <br />S.G.D. (U.N.O.) <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />° <br />� <br />& LAYOUT DESIGN <br />TOP OF BEAM <br />a <br />° .a IIrrs! rrrLl; <br />SEE ROOF PLAN <br />HTS20 FOR STRUCTURAL <br />r <br />c - - -° a' _ A <br />: A00 <br />(2) <br />- <br />BEAM SIZE & <br />N Tj j a �r <br />I I CONNECTION INFO <br />M a' <br />g 2x4 P.T. <br />PLATE <br />2 7116" <br />O.S.B. <br />COLUMN LOCATION <br />. <br />T. . . . 0. II <br />2x4 #2 SYP P.T. FRAMING w! <br />MIN 7/16 O.S.B. SHEATHING <br />SEE AIS3/J/S6 T m�m� - <br />g <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />W <br />° <br />Q <br />SCHEDULE <br />= <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />j <br />J <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />g <br />LU <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. M <br />SCALE: 3/4"=1'-0" S3 <br />—2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL <br />ATTACHMENTS & 18/D1 <br />SECURE 2x4 P.T. BTM, PLATE <br />w/ 1/4"x3" TAPCONS <br />AT 8" O.C. <br />MASONRY WALL AND <br />PAD FOOTING <br />�1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O,C. <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL <br />.-. <br />EXTEND FILL CELLS TO FOUNDATION PAD <br />—INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />6 x 6 W1.4 x W1 A N <br />WWF OR FIBERMESH M <br />w <br />a <br />? <br />25 25 <br />z <br />> <br />-j <br />w <br />SQUARE CMU BLOCK BASE, <br />SIZE VARIES PER PLAN <br />w! MIN. (2) #5 VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />BRICK PAVERS or SLAB PER <br />/ COMMUNITY SPECS <br />CONT. FOOTING STEEL <br />MAT REINFORCING. �' ' <br />M <br />00 ? <br />(3 � <br />z w o <br />a LU <br />o o _ <br />" U) <br />GRAD <br />• <br />v <br />• • • • _ z a <br />`Y' a <br />° a <br />_ <br />0-0 FIN. FLR.Q% <br />OGo•50, , SOG oo�,o.o.�. <br />TAPEREDTION <br />FOOTING v <br />BEYOND <br />PAD REINFORCEMENT —/ CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. �S3_ <br />t.0 o <br />� W <br />7 <br />v A <br />C m <br />v� c4 N L <br />N -p <br />p f0 <br />E c <br />3 . <br />4 d C9 O <br />f0 O <br />� U <br />_ <br />�yL <br />p <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specificat ons contained <br />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 />rn <br />W �E <br />a <br />s N <br />N O) <br />�+ W <br />O <br />n <br />ti <br />co <br />Y0 <br />YI (n �' r• � <br />� J <br />LL Wa. <br />V JLLtl. <br />z _r- <br />M_ <br />y� <br />Lu <br />o <br />q <br />oJ <br />m05 <br />z <br />ILW <br />¢ <br />Z"Z <br />O U <br />U <br />- W <br />❑❑ <br />z N <br />z <br />0 z r <br />in <br />r <br />N z -8 <br />0 <br />� c� o <br />2 <br />},, LL <br />0 <br />w o <br />(+ ! 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