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3 <br />c <br />0 <br />n <br />L <br />LO <br />I <br />rn <br />m <br />c <br />v <br />s <br />0 <br />LO <br />J <br />00 <br />1.0 <br />C <br />aD <br />v <br />C <br />a <br />N <br />i <br />a <br />E <br />N <br />0 <br />O <br />i <br />LZ <br />0 <br />Z <br />a <br />i <br />0 <br />i <br />0 <br />v <br />U <br />J <br />r7 <br />N <br />M <br />0 <br />0 <br />O <br />a <br />rn <br />N <br />W <br />a <br />— — -I <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905._ <br />12 <br />(TYP.) VARIES / <br />INS <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 />2x #2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE <br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" <br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) <br />PITCH > 4:12 D <br />(2) LAYERS TYPE I OR TYPE II 1 °' <br />(#15 OR #30) UNDERLAYMENT <br />FOR ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED WOOD <br />TRUSS @ 24" O.C. U.N.O.I 1 I F-Il r <br />HURRICANE ANCHOR @ EACH -II I=i:J—;I I I <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. s 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT, > 8'-6". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />@ 6" MAX FROM END OF 2 x PLATE <br />6x6W1.4xW1.4 T <br />WWF OR FIBERMESH <br />° <br />D. 77-1 - C?I I I �I I �I f' r <br />TRUSS (SEE UPLIFT SCHED.) W/ 8 <br />METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER TYPICAL INTERIOR BEARING <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG <br />NAILING SCHEDULE ON SHT. <br />SN1 <br />ELEV. VARIES <br />SEE TYP. WALL SECTION <br />FOR ADDITIONAL SLAB <br />INFORMATION. <br />- <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />EE SOFFIT <br />SHEET <br />LOAD BEARING OR <br />8"x8"X16" KNOCK -OUT <br />EXTERIOR WALL <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />SEE CC/S3 OR —� <br />G/S3 FOR ANCHOR <br />C.M.U. TYPICAL <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />TYPE "S" MORTAR <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />w/ (10)1Old NAILS <br />ARCHITECTURAL <br />TYP. <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.--/ <br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL <br />U.N.O. CELLS (SEE FOOTING MONO SHOWN <br />FOUNDATION PLAN FOR CLARITY <br />1x4 P.T. BASE NAILER FOR LOCATIONS) <br />4"x4" INSPECTION NOTE: <br />31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL <br />FILLED CELL TYPICAL W/ UPLIFT ONLY <br />MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER c) TO CUT BLOCK OR POUR <br />SCALE:3/4"=V-0" S3 <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 />71111F -7/17 71/17 <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 (U.N.O 1(O 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. PROVIDE (1) SIMPSON SP1 w/ ABOVE) <br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE <br />SIMPSON SP2 w/ STUD BELOW 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" O.S.B. (12)10d NAILS <br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ <br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) <br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR <br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" <br />SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" OC. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE <br />. <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT <br />— OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL <br />A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" <br />z �31/2"MIN. �31/2" M <br />-0' IN. <br />ELEV. -31/2" F- <br />O <br />n <br />A.F.F. . <br />o_ ° L I (=�= i 131/2"(min.q4'oo <br />C14-=TD ° <br />IN <br />31 /2"(min)- 4" I I-1 I .1 17 III-1I I.�_ <br />(2) #5 CONT.1 <br />4" V-4" 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP SHEARWALL <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />\0 <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />01. <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 />�GON N <br />INSULATION PER FBC AND ENERGY <br />\� <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />1"x P.T. STUD <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />APPLICATION <br />#5 VERT. IN FILLED CELL <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />C14 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <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 />5/8"x6" BOLT <br />BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />111111 <br />@ 24" O.C. VERT. OR <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 />(6) 1/4"x3 1/4" 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 />r <br />SPACED EVENLY <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />2x P.T. PLATE <br />�. <br />ASSUMED FINISHED <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />�, <br />o D ' D <br />Z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. F = 40ksi <br />y- <br />? <br />'- <br />Cl)-0 <br />A D <br />D. <br />FINISH GRADE O0 <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />o °D D <br />°O <br />=III <br />6 MIL VAPOR BARRIER -1 I I <br />I 1 <br />D ° <br />I = =1�=1 _ . <br />°O <br />R 1 7/8 —� <br />#5 REINFORCING BAR <br />D <br />III=III III=III- <br />_ _ <br />M-7111-I I T�_ <br />Z <br />I I I -I 11=1 I I -I 11=1 11=1 I I- <br />I <br />-I T <br />� <br />#5 LAP SPLICE <br />I 1=1 I 1=11 I- N <br />I I <br />° . <br />_ <br />; I I, ;III <br />36" MIN. LAP [36" MIN. LAP] <br />, o <br />=III= =1 T COMP. SOIL. (COMPACTED TO -I <br />95% MODIFIED PROCTOR ASTM <br />I -_=_I - I- -_-_ <br />D1557) T I I I ITr� II I I ILI II I I_ -I <br />=1 1=1 1=1 =1 1=II I=I 11-1 4" V4, <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 aw NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION <br />W1AXW1.4 WWF OR ("'D TYPICAL EXTERIOR FRAME WALL FOOTING <br />FIBERMESH" DECO FINISH 4" to 6" <br />BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />N °D IL.I - Z <br />00 <br />Cl)- -�- ' L ° I 6x6W1.4xW1.4 <br />6 MIL VAPOR_ D D - I = _ z 31/2" WWF OR FIBERMESH <br />I BARRIER � D - � min.) 4 <br />a ° ° a v GRADE <br />COMP. SOIL. ° T <br />(COMPACTED TO 95% T Tff� <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. <br />1'-4" (1 STORY) <br />ON 3" CHAIRS TYP. STD. 90 HOOK (SEE <br />U.N.O. 4" V-8" (2 STORY) DETAIL) <br />TYPICAL WALL SECTION rA <br />SCALE: 3/4" =1'-0" S3 <br />OPT: DEPRESS SLAB 5Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" O.H.D. RECESS <br />PAVERS -1% � Z <br />/ M M <br />:.HTF 0? <br />SEE A/S3 OR J/S6 1 1I� I I I 1=1 I I, I ITk <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />18" (2 STORY) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />00 _ • <br />iiii <br />-_ - - -(1) iiii <br />#5 REBAR w/ OPT. <br />HIII <br />I-11=1 - I rSGRE N ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:314"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" S <br />O.H.D. RECESS E <br />fV ' <br />M <br />a' : w <br />• �-1 l rl l � jl lTj-�[ .: ,, • ... III=11 � 1i , . <br />—II� 00 <br />I <br />11I <br />SEE A/S3 OR J/S6 I 1 III 1Jill , 1111 �- <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 />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />J CONT. BEAD SEALM <br />V Q <br />INTERIOR <br />° a ° -31 /2"� <br />L ° 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° ^ <br />,c <br />Nr <br />`= I I1=1 I1= =_ r Cl) 6 MIL VAPOR — 1 L <br />BARRIER <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. PROVIDE (1) SIMPSON SP1 w/ <br />(10)10d NAILS WHEN TRUSS ALIGNED WITH <br />STUD BELOW <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />1) ROW 2x BLOCKING @ MID HGT. FOR <br />WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING <br />@ 3rd PTS FOR WALL HGT. > 8'-6". <br />INSULATION PER CHART ON FLOOR PLAN <br />SIMPSON SP1 w/ (10)10d NAILS <br />2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />1 WWF OR FIBERMESH <br />° <br />4" <br />-I- <br />-ITI=1I- <br />=ITII 1 I 1 ti <br />(2) #5 CONT. <br />U.N.O. MIN. rCC <br />TYPICAL BEARING WALL @STEP <br />SCALE:3/4"=V-0" \ S3 <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ <br />(10)10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />w END OF 2" x PLATE <br />� D <br />W <br />W <br />� I I=1 I IJ 117 <br />10 <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS F <br />SCALE: N.T.S. �S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. x <br />SEE PLAN FOR X " CONNECTION INFO <br />TOP OF BEAM &LAYOUT DESIGN <br />SEE ROOF PLAN a <br />(2) HTS20 FOR STRUCTURAL r' <br />BEAM SIZE & <br />CONNECTION INFO <br />I I <br />2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ <br />PLATE <br />ins I MIN 7/16" O.S.B. SHEATHING <br />o.s.e. Z ATTACHED PER NAILING <br />° w � SCHEDULE <br />COLUMN LOCATION Q Q <br />J 6x6 P.T. #2 SYP <br />�W <br />❑ rw ABU66 <br />—2X STUDS @ 24" O.C. U.N.O. <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" 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 COLUMN TO BEAM <br />TRIM PER PLAN <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />—INSULATION PER CHART <br />SQUARE CMU BLOCK BASE, <br />ON FLOOR PLAN <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT <br />w/ MIN. (2) #5 VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 N <br />SIZE AND REINFORCEMENT) <br />T WWF OR FIBERMESH co <br />a 4 11 <br />BRICK PAVERS or SLAB PER <br />T j1 F-d 1j=� o= - <br />1 I-111- 111-111-1 I=1 =1 I' <br />0'-0" FIN. FLR. <br />COMMUNITY SPECS <br />4�"] <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />SCALE:3/4"=V-0" S3 <br />SEE FOUNDATION <br />CONC. PAD INFO, <br />TAPERED COLUMN FRAMING CD12 <br />SCALE: 314" = 1'-0" <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. <_ 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8'-6". <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " O,C. <br />W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) G <br />E <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH r <br />M <br />D 11=111= <br />III I I �I I I —III—' f <br />(2) #5 CONT. =I I ICI I I;TI WTI I IE h <br />ON 3" CHAIRS <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT rG <br />SCALE: 3/4"=V-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />FWWF OR FIBERMESH <br />SEE A/S3/J/S6 J 1 8" <br />FOR REINF. INFO. OPTION #1 I <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. �- <br />SLAB STEP & RECESS an 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 _E <br />CONT. FOOTING STEEL MAT REINFORCING. T ' <br />M <br />00 GRADE- - a ° <br />w ;III=1 ° •-I I I -I 1=1 <br />z W o 1=1 1=1 III - <br />III -III -III W <br />O w 1-1=1-1 11=1�1=1�1 Z <br />CO =1 1=1 11=1 I i =1 III FOOTINGLU <br />=III III -III -III -III -III III-III=III- <br />11. 1 11i11 1Til I-' BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL KN <br />SCALE: N.T.S. �,13 <br />i <br />G� <br />0 <br />IBM <br />�o <br />z o <br />Q M <br />� N <br />M <br />z 0 <br />N � o <br />C/) y <br />u - <br />OLU <br />V) c E <br />2 <br />-'-� <br />V F— <br />U M <br />— m E <br />o � <br />III C) N <br />c U) d <br />�Q <br />v- 0 <br />Sm <br />N N <br />Z/ <br />�f. � to LL {yoM�ylF� <br />• <br />.� <br />Z IA <br />'• O.; <br />09 <br />OD <br />FE <br />r <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 2017 Florida Building Code - <br />Residential Sth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />o <br />M <br />w <br />Z <br />M <br />z <br />o <br />g <br />U_ <br />Q E <br />E 0 <br />mo <br />2" <br />o° <br />>� <br />a <br />Z® <br />oa <br />a <br />Ord <br />N <br />�o <br />ww <br />W� <br />C/� CY <br />C <br />hm <br />o <br />o, <br />ZI <br />rz <br />J <br />F� <br />8< <br />Ez <br />g <br />sonQ <br />U <br />� <br /><o <br />o� <br />a° <br />N W <br />�k <br />Mj <br />w <br />�< <br />=3 <br />F <br />V <br />% <br />01a <br />'N C:) <br />> ('7 <br />^L, <br />W <br />It <br />•> <br />O <br />O <br />O <br />C>y <br />N <br />^ 1 coo L� <br />T <br />L.in <br />T <br />rn <br />T <br />■ � r— <br />r <br />L.n <br />ai <br />0) <br />C:) 0) <br />M <br />o <br />Z <br />O <br />cc <br />C <br />a <br />U ° Q 0 <br />°j <br />JOB <br />NO: 19-5891 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />n1 I �6d nut.l,,:l , alfllu 1 9 .�:..i Lill. 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