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FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905. <br />(TYP') VARIES / <br />5/8" OR 1/2" HIGHS <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 />(1) LAYER TYPE II (#30) <br />UNDERLAYMENT FOR ROOF <br />PITCH >4:12 <br />(2) LAYERS TYPE I OR TYPE II <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. <br />HURRICANE ANCHOR @ EACH <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. <br />SN1 <br />ELEV. VARIES <br />-ALUMINUM DRIP <br />EDGE <br />-ALUMINUM FASCIA <br />-2x SUB FASCIA <br />-SEE SOFFIT <br />SHEET <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 />(1) #5 VERT. IN FILL <br />U.N.O. <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 />cr) <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 />n- <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />"FIBERMESH" <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />E � <br />� <br />N ' <br />r <br />° <br />00 <br />c� <br />EMI <br />D <br />C <br />6 MIL VAPOR <br />D <br />= z_ <br />BARRIER <br />_ <br />c • <br />— <br />T <br />COMP. SOIL. <br />e <br />(COMPACTED TO 95% <br />— <br />— <br />MODIFIED PROCTOR <br />I I <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />4" <br />1'-4" <br />STD. 90 NOOK (SEE <br />U.N.O. <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" DEEP <br />AND 6" BEYOND DOOR TO <br />RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND <br />CONCRETE SLAB <br />PAVERS �j /-O.H.D. RECESS <br />SEE A/S3 OR J/S6 —� _I I m1Tn <br />LT T <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STOR) I / 1'-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 />2x #2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE --\ <br />(2) #5 CONT. ON 3" <br />CHAIRS (TYP.) <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. s V-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 <br />WWF OR FIBERMESH <br />° <br />I I I I r <br />18„ �'.._..r. <br />TYPICAL INTERIOR BEARING <br />WALL W/OUT UPLIFT <br />SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" <br />FOR ADDITIONAL SLAB <br />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 />*USP SPT22 TYP. - <br />MONO OR STEMWALL— <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />GG <br />S3 <br />5/8"OR 1/2" HIGH STRENGTH —� <br />(U.N.O.) (OR %" GYP. TYPE x, @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES USP SPT24 <br />CONNECTOR <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 />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD <br />SLAB & BLOCK <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ — <br />`_ 2"°0/16" PLATE WASHER (TYP.) \ <br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" <br />OL O.C. OR 5/8"x10' WEDGE ANCHOR <br />p A.F.F. @ 24" O.C.) 2" <br />a. �31/2" MIN. <br />a p a ° Z <br />a ELEV.-0'-31/2" <br />a ...d a e ° p r <br />4 <br />A.F.F. 0 <br />4 2x4 CONT.BID <br />LL <br />I I <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 />1"x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />N <br />5/8"x6" "J" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />(6)1/4"x31/4" TAPCONS <br />SPACED EVENLY <br />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"=1'-0" <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4" <br />11�11 11�711=11�I1�1I1: !1 . <br />�ul�nhn�nl�u�uG--nc---ur.�u��1 <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=T-0' S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13 O.H.D. RECESS <br />SEE A/S3 OR J/S6 J 7 11 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STC IRY) <br />1'-8" (2 STC RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <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 />(2) ROWS OF 2x BLOCKING @ <br />THIRD POINTS <br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING <br />518"OR 1/2" HIGH STRENGTH — <br />W/ 2-16d TOE NAILS @ EACH END <br />(U.N.O.) (OR %" GYP. TYPE X' @ <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />GARAGE W/A HABITABLE ROOM <br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN <br />ABOVE) <br />TRUSS ALIGNED WITH STUD BELOW <br />S.P.F. DOUBLE <br />TOP PLATE <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />USP SPT24 <br />CONNECTOR <br />(1) ROW 2x BLOCKING @ MID HGT, FOR WALL <br />HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > V-6". <br />INSULATION PER CHART ON FLOOR PLAN <br />USP SPT22 CONNECTOR <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/- <br />2"°x3/16" PLATE WASHER (TYP.) <br />2x P.T. BOTTOM PLATE <br />(ALT:1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />6 x 6 W1.4 x W1.4 <br />@ 24" O.C.) <br />WWF OR FIBERMESH <br />1111.11 1 <br />71L'►,. <br />1 /2"(min.)- 4" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL STEP @ SHEARWALL C <br />SHEAR WALL 1 SCALE: 3/4 -0 S3 <br />��os�c J����I e0s' <br />M�Not <br />2x STUDS @ 16" O/C <br />ISULATION PER CHART ON FLOOR PLAN <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD <br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ <br />2-16d TOE NAILS @ EACH END <br />$EE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. PROVIDE (1) USP HTW20 <br />WHEN TRUSS ALIGNED WITH 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. < V-61'. (2) ROWS 2x BLOCKING <br />@ 3rd PTS FOR WALL HGT. > 8'-6". <br />INSULATION PER CHART ON FLOOR PLAN <br />--USP SPT22 CONNECTOR <br />/2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />�31/2" MIN. <br />° 31/2"(min.)- 4" <br />00 D <br />31/21min.) - 4" - I I I- <br />wl—I <br />(2) #5 CONT. 4" "' ' I'-4 11 " "8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP CC <br />SCALE:3/4"=1'-0" S3 <br />6 x 6 W1.4 x W1.4 WWF OR <br />ZX P.T. PLATE <br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />FIBERMESH <br />EEP SCREED INSTALLED <br />BAR —� <br />c <br />PER MANUF. <br />#3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE 60 2 <br />[GRADE 60 MIN. Fy- 60ksi] <br />M D. <br />25" MIN. LAP [30" MIN. LAP] <br />6 MIL VAPOR BARRIER D ° <br />— 00 <br />#5 REINFORCING BAR R 1 7/8" <br />1 <br />a <br />T <br />#5 LAP SPLICE <br />COMP. SOIL. (COMPACTED TO D • P <br />36" MIN. LAP [36" MIN. LAP] <br />95% MODIFIED PROCTOR ASTM — 10" <br />D 1557) 11 III�I 1� I I T <br />4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL EXTERIOR FRAME WALL FOOTING ("EREBAR DETAILS F <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />21' 1/2" FROM SLAB <br />0'-0" CONT. BEAD SEALANT <br />N�� . INTERIOR <br />d. . ' .e. � -31 <br />d <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 />go �� — — <br />� <br />M 6 MIL VAPOR <br />BARRIER <br />' IIIi�lll��lll��ill=, <br />4" 4" <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 />�2-1/2" 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 />6x6W1.4xW1.4 `I <br />WWF OR FIBERMESH r, <br />d' n. I <br />S3 <br />FRAME -DOWN FALSE BEAM W/ (3) SEE PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. <br />SEE PLAN FOR /1k <br />P.T. <br />PLATE <br />�ns <br />o.s.e. <br />COLUMN LOCATION <br />0'-011FIN. FLR.jk <br />IRV <br />z <br />Cn W 0 <br />w <br />J <br />W <br />o W <br />W <br />N <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />USP SPT22 CONNECTOR <br />2x P.T. PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />Z END OF 2" x PLATE <br />� D <br />w <br />S2 <br />W I 'I III W11 <br />II II D • ° <br />(2) #5 CONT.— <br />ON 3" CHAIRS 8" 1'-4" <br />(TYP.) <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. s V-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"- EXPANSION BOLT @24 " O.C. <br />W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />E <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH r !;r <br />° . p. . <br />• II II II II— r <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT G <br />SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR VA IE 6 x 6 W1.4 x W1.4 <br />SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 1; <br />FOR TRUSS <br />CONNECTION INFO ° <br />& LAYOUT DESIGN <br />SEE ROOF PLAN ;0 c '[�[ — — ° a; ° ° <br />FOR STRUCTURAL _ <br />BEAM SIZE & _ <br />41 <br />CONNECTION INFO r� 1 J' <br />2x4 #2 SYP P.T. FRAMING W/ SEE A/S3/J/S6 " <br />MIN 7/16 O.S.B. SHEATHING FOR REINF. INFO. 8 <br />SCHEDULE ATTACHED PER NAILING OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SEE FLOOR PLAN FOR SLAB STEP &RECESS S.G.D. M <br />/— SCALE. 3/4 -_ 1-0" S3 <br />STRUCTURAL COLUMN SIZE <br />& BASE CONNECTION INFO. <br />SECURE 2x4 P.T. BTM. PLATE <br />W/ 1/4"x3" TAPCONS AT 8" <br />O.C. <br />TRIM PER PLAN <br />SQUARE CMU BLOCK BASE, <br />SIZE VARIES PER PLAN <br />W/ MIN. (2) #5 VERTICALS <br />FILLED SOLID <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL —� <br />CONT. FOOTING STEEL- <br />z <br />00 GRADE — / d <br />a;III-1I I °. <br />EXTEND FILL CELLS c <br />TO FOUNDATION PAD Ev <br />MAT REINFORCING. r ' <br />11 <br />111=1 I1=1WW zo w c� <br />00 IM ! °a111=111 = M� <br />I1=1 =III=III=III-III II III=III i� <br />=III III=1 1=1I1=1 1=1 III=1 —III— DOTING0 <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 />(D�2 <br />Z o <br />—0 <br />z <br />J <br />r� <br />z <br />Q) v� <br />w <br />U — <br />w <br />0 <br />= <br />•14 <br />� <br />0 <br />Vi <br />o r- <br />~ <br />U <br />mN <br />w <br />I-- E <br />— $ <br />aM co <br />C as co <br />f` ;a M <br />O 6 <br />il <br />tU-,* <br />05 Y 1- <br />a) <br />i <.4 <br />Q rn <br />o <br />L v <br />rn o <br />A1 <br />B D® <br />N C.B ,D•C <br />511181I/6 <br />N <br />9+tq#6 <br />.qj��. ' <br />, N <br />m <br />N <br />C <br />�r0 <br />g <br />ca W+` <br />1.1 <br />I' �.•. yy '��y�h. ° <br />0 <br />Q+pq„�-o+°o <br />dlN <br />op S `0 <br />To the best of the Engineer's knowledge`, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />ON <br />Z <br />0w1-, <br />r CD <br />� � <br />Q� oLn <br />a � ,= d' <br />L_ Ln <br />^ <br />Icy- U fu <br />zQ <br />CO <br />E <br />Z <br />WJ C) <br />d- <br />mi <br />Z a <br />Ea <br />Cn <br />J <br />'gam <br />80a <br />Q <br />L'w <br />I— <br />o�Z <br />W <br />O f J <br />0-0 Lo <br />$FoL <br />J <br />Q <br />zo <br />z <br />Icy <br />> <br />z <br />M <br />Z <br />U-)� <br />F <br />o <br />z <br />z <br />� <br />g <br />I <br />O <br />O1170 <br />0 <br />Ji <br />�9 ' <br />O <br />X9 <br />� CL <br />N0� <br />[� <br />` <br />wza <br />a <br />Qow� <br />rMn <br />$0LLo <br />Z <br />z <br />. z <br />w <br />J <br />Ln <br />LI_I <br />Q <br />LLj <br />Z <br />� <br />E 5 <br />~oQ z OU <br />. ¢ H <br /><1 <br />k <br />Z <br />Rz <br />o <br />g <br />w <br /><Ln <br />Ln <br />aLi <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 10 <br />SHEET NO. <br />S3 <br />(MONO) <br />