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3 <br />I <br />0 <br />i <br />M <br />N <br />2 <br />0 <br />V) <br />0 <br />a <br />0. <br />CD <br />N <br />O <br />rn <br />3 <br />Q <br />N <br />a- <br />E <br />iV <br />E <br />2 <br />O <br />C <br />J <br />N <br />U <br />U <br />i <br />.o <br />Cl- <br />C:) <br />/ <br />U <br />:a <br />a <br />N <br />I <br />Y <br />i <br />0 <br />0 <br />0 <br />J <br />d <br />Lr_ <br />N <br />0 <br />N <br />U <br />15 <br />CL <br />CN <br />N <br />S <br />Q <br />ti <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 />V/-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 />APPLICABLE. <br />PRE ENGINEERED WOOD <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 Y 6 x 6 W1.4 x W1.4 r <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />MOISTURE BARRIER 1P° <br />SHINGLE ROOF, SHINGLES TO e . <br />BE IN ACCORDANCE w/ ASTM :11 I —I 1511 [-1 0° . ° ° I I=I I (=I <br />°11= I I—' - <br />D7158-CLASS G or H, or ASTM tit, <br />MEL <br />D3161-CLASS F, IN ' I=1 I <br />ACCORDANCE w/ TABLE1— <br />R905.2.6.1, FLORIDA BUILDING =I 1 1 1jJ 11 �1 I 1 <br />CODE 7TH EDITION (2020) 8- 1 �� t1 i ILTI 1 II I T <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT f GG <br />ELEV. VARIESk I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <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 />2x SUB FASCIA <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />SCREWS @ 7" O.C. <br />7 <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. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <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 />M <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />U) <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY, <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />0- <br />NOTE:EXTEND <br />Wl AXW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />Nr <br />_ <br />_ <br />r ° D <br />00 <br />- <br />-/ <br />D <br />I= 7 <br />00 <br />6 MIL VAPOR <br />D <br />—_ <br />z <br />BARRIER <br />=1 <br />N <br />COMP. SOIL. <br />° <br />(COMPACTED TO 95% <br />— <br />TTI=TIT <br />= <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />V-4" (1 STORY) <br />STD. 90 HOOK (SEE <br />4„ <br />1'-8" (2 STORY) <br />DETAIL) <br />) <br />TYPICAL WALL SECTION <br />q <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5%" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" <br />PAVERS <br />O.H.D. RECESS � z <br />M � <br />_ 1 ... <br />f <br />4" °p <br />- T <br />, <br />w <br />SEE A/S3 OR J/S6 <br />T <br />FOR REINF. INFO. <br />3" MIN. CLEARANCE <br />(1 STOR <br />) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />(2 STOR <br />) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />8"x8"xl6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />co <br />I <br />GARA( <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=1'-0" <br />II II II II <br />5/8"OR 1/2" HIGH STRENGTH -� <br />(U.N.O.) (OR Y$' GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL - <br />EXTERIOR OR SHEAR WALLS AS - <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />2-0/16" PLATE WASHER (TYP.) <br />cl c" n n (ALT: 1/2"X12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2" <br />31/2" MIN. <br />00 ° <br />:EA <br />RUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />LOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />CH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE <br />__,----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 />(12)10d NAILS U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />(ALT: 1/2"xl2" TITEN HD @ 24" <br />INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />IMPSON SP1 w/ (10)1Old NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />/x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH <br />�3 1/2"MIN. • <br />IT 3 1/2"(min.)- 4" p ° y��1/2"(min.)A V q <br />00 7 <br />- 4" <br />J 114 111 In I.),- Y r l I r ; ; �1— 31 /2"(min.) - 4" ' I I III T. <br />L- / —�I <br />T _I nr�l�,- <br />III�`T.�-.'�(2) #5 CONT. „(2) #5 CONT. 4"4 8 <br />U.N.O. MIN. U.N.O. MIN. <br />TYPICAL BEARING WALL P STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rcc <br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" k,S3 <br />c �E� SEGU <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />Qcs <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />�/ coNt�N� <br />BLOCKING HORIZONTALLY@ <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/ <br />IN <br />INTERVALS NOT EXCEEDING <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />NOTE: <br />10'-0" (R302.11) <br />#5 VERT. IN FILLED CELL <br />VALE N <br />INTERVALS <br />INTERVALS NOT EXCEEDING <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SEE CC/S3 OR <br />N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1/2" GYP. WB (MIN.) @ GARAGE <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 />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE. <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />5/8"DIA. EXPANSION BOLT @24 " <br />(IF NO UP LIFT ON <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 <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />*SIMPSON <br />(6) 1/4"x31/4" TAPCONS <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 />SPACE ANCHOR <br />3500#, MIN. TENSION 2600#) <br />SP1 <br />SPACED EVENLY <br />FIBERMESH <br />BAR <br />6" <br />_ <br />w/ (10)10d NAILS <br />N 2x P.T. PLATE <br />T <br />WEEP SCREED INSTALLED <br />w <br />o <br />END OF 2"BOLTS <br />PLAT <br />WWFWWF OR FIBERMESH T E <br />M <br />TYP. <br />ASSUMED FINISHED <br />c <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE 40 MIN. Fy= 40ksi <br />w <br />v <br />D <br />° p <br />° <br />' <br />= GRADE <br />, ° ' <br />z <br />#3 & #4 LAP SPLICE <br />� IL <br />e <br />MONO OR STEMWALL <br />'— G DJ <br />co A D <br />FINISH GRADE °O <br />� <br />25" MIN. LAP [30"MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />a <br />g <br />— —Im <br />� � � o <br />— <br />FOOTING MONO SHOWN <br />CLARITY <br />°O <br />6 MIL VAPOR BARRIER 1� e ° <br />—I — = I —_ <br />=L _ <br />00 <br />z <br />#5 REINFORCING BAR <br />R 1 7/8" <br />wFOR <br />M <br />_ z <br />o : <br />I I ��m�IT - <br />�� <br />M <br />#5 LAP SPLICE <br />2 #CON - — <br />rrr <br />• <br />NOOR BEARING WALL r COMP. SOIL. (COMPACTED TO <br />W/ UPLIFT ONLY _ 95 /o MODIFIED PROCTOR ASTM <br />D1557) I -- <br />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"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4 <br />° ° a GRADE <br />00 ° • _ <br />REM <br />I 1--I 1 I —I ' <br />_ (1) #5 REBAR w/ OPT. <br />I -SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE rL <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />O.H.D. RECESS <br />CV ' <br />Cl) <br />T 1 <br />04 <br />�I � I I I ' • .. 4" �I co <br />TL- <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS J <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 />21/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALAN <br />a INTERIOR <br />-3 1/2" <br />r. <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 />m e <br />� •E <br />11— <br />M 6 MIL VAPOR T T <br />BARRIER <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS rF <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 FOR STRUCTURAL -r <br />BEAM SIZE & <br />CONNECTION INFO <br />I <br />I <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 />w <br />SEE PLAN FOR STRUCTURAL <br />2X STUDS @ 24" O.C. U.N.O. <br />g <br />o <br />SEE DETAIL 16/D1 FOR <br />w COLUMN SIZE AND BASE <br />w CONNECTION INFO. <br />fn <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"xY TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />GARAGE <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMNS 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 />LD <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT <br />¢ <br />> w/ MIN. (2) #5 VERTICALS <br />E <br />> <br />FILLED SOLID (SEE PLAN FOR <br />` 6 x 6 W1.4 x W1.4 T <br />o <br />w SIZE AND REINFORCEMENT) <br />WWF OR FIBERMESH Cl) <br />- <br />U) <br />BRICK PAVERS or SLAB PER <br />° <br />I= �R — <br />TTT i t-- E= I TIC I= I K <br />U-0" FIN. FLR. <br />COMMUNITY SPECS <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />SCALE:3/4"=V-0" ��S3 <br />() 5 T. <br />ON 3" CHAIRS <br />(TYP.) 1 8" I V-4„ I 8„ <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.) —T-� r WWF OR FIBERMESH <br />SEE A/S3/J/S6 ­` I f <br />FOR REINF. INFO. 1 <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS na S.G.D. ( M <br />SCALE:3/4"=V-0" \ S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL -- <br />EXTEND FILL CELLS � <br />TO FOUNDATION PAD <br />CONT. FOOTING STEEL MAT REINFORCING. ' <br />002 GRADE M <br />w <br />z = :D • w <br />I— W Q U <br />00 LU <br />w Q <br />FOOTING v <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 />o <br />N O <br />`' Y <br />Cf) <br />C) O <br />;., Q <br />C: <br />ii 0 O <br />_ t-� rz +- <br />(a- 0 W <br />((LO. <br />b, <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedficat ons 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 />10 <br />-4$E �� <br />IN,V co It <br />LL <br />6 sm <br />0 ao �' at " wa <br />tli v a Y <br />rNi <br />Q J u- a <br />t9 _ern zo 0 <br />ro <br />_Z <br />N co O <br />W 0 0) d a <br />LLCj20NJa0 <br />N .. Z <br />a <br />v U J to <br />OCJ <br />Z <br />W ❑❑❑ <br />CD <br />Z N � <br />0 <br />z C <br />z � <br />C) <br />:S <br />N <br />k z <br />O w gJIM <br />t/1 c N <br />V-) <br />L—U <br />J <br />ai <br />0 <br />Lv /7 N <br />Q 0 <br />44 <br />O <br />CID <br />w <br />M <br />z <br />E <br />a <br />a E <br />� <br />=o <br />o <br />wz <br /><o <br />=® <br />oa <br />@ <br />_ <br />xo <br />0O <br />00 <br />�Q <br />z <br />O <br />a0 <br />N <br />¢� <br />5 � C <br />�x <br />�Z <br />w <br />0 <br />o� <br />z <br />J <br />m <br />Q°0 <br />¢w <br />Cn <br />a <br />81 <br />ZZ <br />g° <br />12 <br />LLa <br />W <br />>. 3 <br />U <br />Qmw <br />g <br />o <br />F� <br />C <br />1. <br />zia <br />x <br />o 3 <br />>M <br />rn <br />ca <br />ca <br />0 <br />�t <br />LO <br />� <br />co � <br />T <br />Y <br />T <br />in <br />I— <br />4-j <br />O <br />� <br />O <br />O <br />LO <br />CN <br />Q N <br />N <br />r <br />ai <br />is <br />3 Ln N <br />04 <br />a <br />z <br />z <br />N <br />E I—c <br />M <br />a <br />E <br />c00 Q o <br />JOB <br />NO: 22-02365 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />