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...L_-..I <br />II <br />1 <br />3 <br />I <br />(V <br />i <br />CV <br />M <br />v <br />V) <br />0 <br />Q <br />i <br />r'h <br />rn <br />0 <br />J <br />LO <br />In <br />0 <br />I <br />r <br />L0 <br />0 <br />I <br />i <br />I <br />04 <br />(0 <br />i <br />CV <br />Cn <br />v <br />0 <br />.b <br />Q <br />r%> <br />LO <br />LO <br />J <br />LO <br />0 <br />I <br />I� <br />LO <br />0 <br />I <br />04 <br />0 <br />v <br />0 <br />0 <br />a <br />rh <br />O <br />v <br />a <br />0 <br />KID <br />E <br />0 <br />v <br />J <br />i <br />a <br />0 <br />v <br />0 <br />2 <br />LZ <br />GV <br />Ln <br />0 <br />0 <br />0 <br />r'7 <br />(V <br />0 <br />LO <br />0 <br />a <br />Y <br />V) <br />O <br />0 <br />LLJ <br />Q <br />M <br />m <br />cu <br />J <br />V <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 />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />ROOF FLASHING AND ROOF FLASHING <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />COMPONENTS TO BE IN ACCORDANCE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONY. ON 3" <br />6 x 6 W1.4 x W1.4 <br />w/ R903.2, FLORIDA BUILDING CODE <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH Cl) <br />7TH EDITION (2020) RESIDENTIAL <br />MOISTURE BARRIER <br />o <br />O <br />_ ° . <br />P <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTM <br />. <br />���-(j( <br />7 <br />ANN <br />0D3161-CLASS ° <br />F, IN <br />— <br />12 <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING <br />_ <br />VARIES <br />Z77 <br />CODE 7TH EDITION <br />(2020) <br />8 1 <br />MF <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />INSULATION LE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT <br />rG G <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=V-0" <br />k S3 <br />ELEV. VARIES <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 —J <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 'IS" MORTAR <br />-ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.—i <br />112" 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 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 />W <br />a NOTE: EXTEND <br />W1.4XW1.4 WWF OR <br />- <br />DECO FINISH 4" t0 6" <br />"FIBERMESH„ <br />BELOW GRADE <br />— — — — \ <br />N O> <br />f• O � <br />;0 Z <br />C) <br />t+ <br />� <br />6 MIL VAPOR <br />BARRIER <br />D — <br />° <br />COMP. SOIL.LU <br />•N- <br />(COMPACTED TO 95%— <br />MODIFIED PROCTOR M7 <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONY. 1'-4" 1 STORY <br />ON 3" CHAIRS TYP. ( ) <br />STD. 90 HOOK (SEE <br />U.N.O. 4" 1'-8" (2 STORY) I <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0° <br />S3 <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" <br />PAVERS —j `O.H.D. RECESS z <br />I/ <br />4" co . j <br />.. w —I[,- <br />SEE A/S3 OR J/S6—``I I=,,LI I 11I11 <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 />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 />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />8" C.M.U. <br />I I 1"x P.T. STUD <br />I #5 VERT. IN FILLED CELL <br />v <br />N I <br />I I 5/8"4" "J" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />I I SPACED EVENLY <br />cli 2x P.T. PLATE <br />ASSUMED FINISHED <br />GRADE <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 112" WWF OR FIBERMESH <br />min. 4" <br />° ° v GRADE <br />co 1 <br />(1) #5 REBAR w/ OPT. <br />=SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />—t r-O.H.D. RECESS <br />° <br />;0 <br />TT I I 4" - <br />I <br />SEE A/S3 OR J/S6J -IL 1I I—�I I I 1117 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (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 />z <br />00 <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 />' V ' I V I <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 TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />OO <br />.) (OR / <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) <br />HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GYP. TYPE X @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. <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/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />1/2" CDX PLYWOOD OR 7116" 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 />5/8"x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/(10) 10d NAILS <br />2-0/16" 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" x 6 W1.4 x W1.4 ATTACHMENTS i2r�� � 6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH / WWF OR FIBERMESH <br />ELEV. 4-31/2" ,If, Z 31/2" MIN. 31/2" MIN. <br />0 <br />° , . — I -� --j I r I . I . !P. rO <br />n ° P3 1 /2"(min.)- 4" \ ° q I , I I 1 /2"(min.)- 4"3 1/2"(min.)- 4" — ° • I I r 31/2"(min.) - 4"=1 <br />(2) #5 CONT. 4„ rrr 8. (2) #5 CONT. 4,1- <br />U.N.O. MIN. <br />U.N.O. <br />TYPICAL BEARING WALL STEP SHEARWALLr TYPICAL BEARING WALL @STEP CC <br />"SHEAR WALL" <br />SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />M�N�Mo1s <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />INTERVALS NOT EXCEEDING <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />10'-0" (R302.11) <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <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 ROOK DETAIL <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />FIBERMESH <br />I <br />WEEP SCREED INSTALLED <br />BAR —_ <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />E <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />[GRADE 60 MIN. Fy= 60ksi] <br />O <br />FINISH GRADE <br />— o c <br />25" MIN. LAP [30" MIN. LAP] -- <br />rfT <br />s <br />6 MIL VAPOR BARRIER ° ° <br />'� ° <br />1 _ _ °Q <br />�_ MIS—TT�[ <br />l R 1 7/8" <br />#5 REINFORCING BAR —� <br />I ' <br />�Trrtrr"'t T <br />ttS I AP F;PI 1('.F <br />COMP. SOIL. (COMPACTED TO T <br />95% MODIFIED PROCTOR ASTM i —�TI=TIT <br />D1557) '!'rrr�i>TT�Tnrrr- T <br />4" V-4" <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />2rr 1/2" FROM SLAB <br />0 J CONY. BEAD SEALAN <br />INTERIOR <br />C •... ., . <br />� � v <br />co EMBEDMENT <br />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 <br />00 <br />C1) 6 MIL VAPOR <br />BARRIER <br />41 1 4 <br />INTERIOR WALL SLAB STEP NON-BRG. <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 p <br />U <br />CL ° <br />III D <br />w <br />III —II II1=1 <br />(2) #5 CONT. <br />ON 3" CHAIRS <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 M . <br />t.. rl- Trr <br />81, I_ <br />10" <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />rF <br />WALL w/ UPLIFT <br />G <br />SCALE: N.T.S. <br />53 <br />SCALE: 3/4"=V-0" <br />S3 <br />VARIES <br />I <br />SEE PLAN <br />1 1 RECESS FOR <br />WW <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.. D. (U.N.O.) <br />OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />�� ° <br />AT 24" O.C. MAX. <br />CONNECTION INFO <br />SEE PLAN FOR � _ _ - <br />-- <br />& LAYOUT DESIGN <br />— — <br />TOP OF BEAM IV <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />r� <br />° -co <br />'G <br />(2) HTS20 <br />11rTrlllrr,—rr— TTL <br />I <br />— <br />I i <br />BEAM SIZE & <br />CONNECTION INFO <br />N a <br />U. <br />2x4 #2 SYP P.T. FRAMING w/ <br />- — <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 g <br />z <br />0 <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />SCHEDULE <br />E <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />> <br />> <br />w <br />SEE PLAN FOR STRUCTURAL <br />-N� <br />6'r•% <br />N <br />N <br />to <br />O <br />_ <br />U-1 Q o <br />✓ C CC U N <br />CL- <br />N fC O <br />N N L <br />N d d J <br />W <br />E c <br />d C:, � Q <br />'R R7 � cy L1 <br />c o <br />d <br />�> <br />V <br />t\ <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 />Engineers signature and seal. <br />Q o f S w <br />C J <br />ems+ <br />0 2 J <br />7 <br />y� —1LL <br />0) (n r- r L u. W W <br />to y 04 v " a a <br />Q LL a z <br />13Z ° <br />o <br />m Lu <br />W @ v <br />m <br />� Ix 0 <br />W 1' 0 Z <br />W <br />Z <br />(7 Z U W <br />us <br />N I=- <br />= O U ❑❑❑ <br />W <br />S <br />n u� <br />U) <br />0 <br />o <br />c, <br />U <br />OIll g <br />L c <br />NSOL <br />c� <br />L <br />2 8 <br />S <br />U <br />t8 44 <br />0 <br />M <br />J <br />q <br />�z <br />LL <br />E u <br />w� <br />_ <br />m J <br />A <br />K <br />W <br />o� <br />aka: <br />o <br />M <br />' <br />� <br />0 O <br />>� <br />U <br />LLco <br />rn <br />M <br />(V <br />f N <br />0 <br />00 <br />CV <br />(o LL <br />Ma <br />.— <br />T <br />�- <br />60 <br />Cn <br />co <br />F— <br />O <br />M cM <br />In <br />C <br />CV <br />00 M 04 <br />O <br />� <br />,6 <br />T M <br />r <br />ui <br />w CM <br />M y In <br />o <br />Z <br />co <br />Z <br />E T— U <br />a <br />U -1 Q O <br />JOB <br />NO: 23-05713-05718 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />0 <br />