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v+ <br />3 <br />I <br />0 <br />N <br />i <br />M <br />0 <br />Crc <br />.n <br />412 <br />0 <br />CV <br />I <br />0 <br />N <br />J <br />M <br />on <br />Ln <br />I <br />N <br />t` <br />0 <br />I <br />rM <br />i <br />0 <br />I <br />co <br />N <br />ca <br />I <br />r <br />0 <br />0 <br />cV <br />I <br />0 <br />cV <br />J <br />LO <br />N <br />t` <br />1.0 <br />M <br />0 <br />N <br />0 <br />c <br />a <br />M <br />0 <br />i <br />a <br />E <br />E <br />0 <br />v <br />J <br />a <br />0 <br />0 <br />0 <br />Lz: <br />1.0 <br />N <br />0 <br />0 <br />a <br />M <br />O <br />Lin <br />Y <br />0 <br />Li.l <br />m <br />v <br />%16 <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 />02 <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. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />10'-0" (R302.11) <br />FOR UNDERLAYMENT <br />16d TOENAILS T & B <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD <br />APPLICABLE. <br />, <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE E <br />---- <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />4 <br />WWF OR FIBERMESH on <br />MOISTURE BARRIER <br />• e <br />e <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />. <br />— u <br />c <br />r r <br />D7158-CLASS G or H, or ASTM o ' <br />D3161-CLASS F, IN ° — <br />ACCORDANCE w/ TABLE <br />7,R <br />R905.2.6.1, FLORIDA BUILDING_ — <br />CODE 7TH EDITION (2020) 8„ _ TTTB,rTTr '- <br />RESIDENTIAL u <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT <br />ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" <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 />co <br />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 <br />NOTE:EXTEND <br />Wl AXW1.4 WWF OR <br />C <br />DECO FINISH 4" to 6" <br />^FIBERMESH" <br />BELOW GRADE <br />E- <br />z <br />M <br />_ <br />0 <br />�1 <br />00 <br />6 MIL VAPOR <br />e <br />�r <br />— z <br />-� <br />*-- <br />BARRIER <br />1 <br />C • , <br />— <br />r <br />COMP. SOIL. <br />e <br />(COMPACTED TO 95% <br />— <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />ON #5 REBAR CONT. <br />CHAIRS TYP. <br />1'-4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O.O <br />U <br />4„ <br />V-8" (2 STORY) <br />DETAIL ) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5 2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 1411 <br />O.H.D. RECESS <br />PAVERS z <br />4„ — <br />. co <br />�• I I <br />SEE A/S3 OR J/S6 `-I j I I FI , I I - <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STOR ) / 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 />GG <br />S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />2x4 CONT: <br />I I <br />GARAGE DEPTH VARIES <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 <br />8" C.M.U, <br />I <br />I <br />1"x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR <br />N <br />G/S3 FOR ANCHOR7*kBOLT <br />INFO. <br />I <br />I <br />I <br />5/81lx6" "J" BOLTS BOLT <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 />(6) 1/4"x3 1/4" TAPCONS <br />"SIMPSON SP1 <br />I <br />I <br />SPACED EVENLY <br />w/ (10)10d NAILS <br />, <br />2x P.T. PLATE <br />TYP <br />r <br />ASSUMED FINISHED <br />' <br />' <br />GRADE <br />MONO OR STEMWALL <br />z <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />00 <br />NOTE: <br />e <br />"FOR BEARING WALL <br />W/ UPLIFT ONLY <br />i <br />i <br />FRAME WALL TO C.M.U. WALL CONNECTION rD <br />l <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />6x6W1.4xW1,4 <br />31/2" WWF OR FIBERMESH <br />min. 4 <br />'154 " v GRADE <br />00 a ! <br />r-_=i ff=_ _ l I <br />a rl�rrr <br />_ _ LIF <br />(1) #5 REBAR w/ OPT. <br />�Tf�1T— 1TENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />EXPANSION JOINT BLOCK WALL BEYOND <br />13" <br />—t r-O.H.D. RECESS <br />_I r. <br />` oQ <br />_ �•a� �•t .��y r I <br />.y .I __tr•r1 <br />SEE A/S3 OR J/S6 J -ILI I I I I I P' <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'-4" (1 ST RY) <br />1'-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S3 <br />ADDITIONAL INFORMATION. <br />M <br />1/2" OR 7/16" 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 />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />PLATE WASHER TYPICAL <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />FIBERMESH <br />c <br />E <br />to <br />6 MIL VAPOR BARRIER <br />• <br />s <br />I I I I I I I I <br />I I I I I I I I <br />I I I I I I I I <br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR e" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) <br />ABOVE) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. 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 />SHEATHING REQ'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 @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" <br />SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL <br />@ 24" O.C.) 2" WWF <br />6 W1.4 x W1.4 ATTACHMENTS i2�� �� 6 x 6 W1.4 x W1.4 <br />„ ? 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH <br />ELEV. -0 -31/2 <br />A.F.F. p <br />jr <br />c n e . • e' —m�l rr 1/ in.)-4" � m p e .Te �q 1/2"(min.)-4„ <br />fV rr e � � <br />31 /2"(min.)- 4' — 31 /2"(min.) - 4" - — — <br />_ � -ram — — — — <br />LI <br />(2) #5 CONT. 4„ " �,;,'— 8„ (2) #5 CONT. 4„ �,"— g„ <br />U.N.O. MIN. U.N.O. <br />MI <br />TYPICAL BEARING WALL STEP SHEARWALLK�—CTYPICAL BEARING WALL @STEP rc �C <br />"SHEAR WALL" <br />SCALE:3/4"=1'-0" S3 SCALE:3/4"=1'-0" S3 <br />, 00" <br />PC5' 40S�CJ <br />2x STUDS @ 16" O/C <br />e� JOU S <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />/ <br />\ <br />APPLICATION <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />WEEP SCREED INSTALLED <br />BAR ---� <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE O0 <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />- — — <br />ao <br />#5 REINFORCING BAR <br />R 1 7/8" —� <br />IrO'Emi T <br />#5 LAP SPLICE <br />-III-III-r I <br />COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM_ �� <br />D1557) <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />1/2" GYP. BD, <br />P.T. 2x <br />of HOLD GYP. BD. <br />1/2" FROM SLAB <br />0 CONT. BEAD SEALM <br />+I--- Q <br />a INTERIOR <br />4`. 4,. -3 1/2" <br />•. <br />M CONCRETE NAILS W 1 1/2' <br />J EMBEDMENT @ 12 O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE S <br />E — m <br />M 6 MIL VAPOR <br />BARRIER <br />4" 1411 <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=V-0" <br />—2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />�-1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />—INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />E �• <br />6x6WlAxW1.4 ' <br />WWF OR FIBERMESH M <br />p' 1 <br />K <br />S3 <br />V <br />101. <br />REINFORCING i If '' . • <br />,6 LAP SPLICE <br />REBAR DETAILS <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 />c BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />LU <br />Uto <br />CL <br />ACL . <br />CL p. <br />I <br />v i — I —I I IT ° <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE PLAN <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. <br />-= CONNECTION INFO <br />SEE PLAN FOR <br />' „ &LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN <br />°Q <br />(2) HTS20 <br />FOR STRUCTURAL <br />•- <br />BEAM SIZE & <br />CONNECTION INFO <br />g 2x4 P.T. <br />PLATE <br />o.s.e. <br />COLUMN LOCATION <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 />¢ <br />SCHEDULE <br />CC <br />j <br />7 <br />LLI <br />SEE PLAN FOR STRUCTURAL <br />g <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />fn <br />SECURE 2 <br />x <br />(2) #5 CONT. =1 Ijjf <br />ON T' CHAIRS <br />(TYP.) <br />8" 1'-4" <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'4" (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 to <br />Q.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH ; E �* <br />© �T <br />�Ili�ll�ll 11 <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT <br />("G <br />SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1 A <br />S.G.D. (U.N.O.)r <br />� I WWF OR FIBERMESH <br />SEE A/S3/J/S6 —` 8„ <br />I <br />FOR REINF. INFO. 1 <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS S.G.D. M <br />SCALE:3/4"=1'-0" S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />I I <br />8" MASONRY WALL <br />EXTEND FILL CELLS ci <br />TO FOUNDATION PAD E `v <br />CONT. FOOTING STEEL I I MAT REINFORCING. Q ' <br />—T M <br />ao �GRADEI <br />w <br />z= _ • LU <br />I-- Uj pIL LU LU U <br />0 0� x • • • • z z <br />U- N -) i <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 />e+7 <br />o <br />N <br />� <br />M <br />a � <br />r- o <br />J <br />C lO t�N <br />LL-a <br />C= <br />y N O m <br />d <br />co u 4 <br />� 3 � <br />Rdd-Cl <br />cc = T <br />c E <br />A <br />o <br />cL r, <br />0 <br />PO <br />W IV ,�'�rf <br />LU <br />LU <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 <br />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 />H <br />a <br />o <br />E S N <br />c " <br />00) <br />a0 (77 U.tA�nD <br />W <br />a <br />to <br />LL ur <br />M0 w a a <br />gu,LL a �; <br />z <br />Vima �° <br />W <br />mti� m Lu <br />�gpj0 0 Z <br />W <br />J <br />.- o (°� w <br />N M Z <br />O UCIL <br />❑❑❑ <br />W <br />z � <br />z � <br />z <br />$ <br />aC1 <br />z M <br />4, <br />�_ <br />— C <br />N <br />�U <br />o_ <br />- <br />0 <br />w 8inlillo <br />N <br />c `�; <br />El <br />W 2 <br />8 <br />U . <br />� <br />Q <br />� <br />0c <br />�m <br />LA - <br />(6 <br />a_ <br />98 <br />o° <br />z® <br />ca a <br />Z <br />o E <br />o <br />m� <br />C <br />�3 <br />�q~LL <br />b Y <br />mop <br />L <br />z <br />g <br />�z <br />�S 3 <br />W <br />3 <br />°z <br />a <br />z <br />da <br />c9 <br />�' <br />=O <br />to <br />> 00 <br />12 <br />a; <br />M <br />N <br />CO <br />O <br />CV <br />C'4 <br />LO <br />C T <br />IL <br />CN <br />T <br />N <br />E <br />, <br />60 <br />r) <br />co <br />UCN <br />O <br />H <br />p <br />0 <br />LC) <br />tM <br />LO <br />N N <br />co p <br />O <br />0) <br />co <br />Q O <br />T <br />Lf7 <br />T <br />m <br />c f <br />M <br />o <br />Z <br />`m <br />z <br />c <br />E CD <br />E ' • <br />P3 <br />c <br />�p <br />a <br />v -j <br />v <br />a o <br />c <br />JOB <br />NO: 23-05729-05734 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />