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3 v 0 h 0 LO I rn a L r- 0 0 c" I aci v v _ Q 0 3 Q N 0 n O x C J Cn ti 0 U 0 0 UI U 0 a 0 v U J 17 N ao +45 0 0 0 N 0 W C) m 0 Y (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) -I @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH CIO PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT =1 11=I - I I m ' '-III-III- I_ CD FOR ROOF PITCH 4:12 OR LESS. MITI -III -I ( I_ Al I FOR UNDERLAYMENT I=I I I I I- I I- D • REQUIREMENTS SEE R905, PRE ENGINEERED WOOD �1 I I ---I I i II II ° - - _ _ h i TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH -I (TYP.) (ZVARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULAT11ON LE SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.0 ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET LOAD BEARING OR CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT EXTERIOR WALL INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN SEE CC/S3 OR N 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR NAILER 8" C.M.U. TYPICAL BOLT INFO. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C. i i 1/2 GYPSUM WALLBOARD-,-1(1) #5 VERT. IN FILL MONO OR STEMWALL ° U.N.O. CELLS (SEE FOOTING MONO SHOWN p p P FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) D p 1x4 P.T. BASE NAILER g ° 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL *FOR BEARING WALL I=1 61 MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY r� AT GARAGE CONTRACTOR I = =I =III=III=I =III=III=1 I I=III=III=1 I I=I I. MIN PSI MAY VARY PER cn -III-III-I=I I=III=I I=I 1 I=I 1 I=III=I=I I 1=III= - TO CUT BLOCK OR POUR "-I � I-III-1 I I_ III -I � I-III-III=III-III III III. MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 � NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/ BELOW GRADE M I SLAB INFORMATION. N P I' ° 0 I ayNt 6 x 6 W1.4 x W1.4 D 00 ° = I _ z 31/2" WWF OR FIBERMESH 6 MIL VAPOR =1 I ; ,� 4 = min. 4" BARRIER o o _ ° ° d _ r _ COMP. SOIL. ° °O - _ - _- (COMPACTED TO 95% T -(1� MODIFIED PROCTOR ' 61u NEI I I- -III ASTM D1557) -I I_ I 1 11 1 11 3" MIN. CLR. 11= O #5 REBAR FONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4' " U.N.O.N CHAIRS TYP. 4" V-8" (2 STORY) DETAIL MIN. U.O) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-( OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEY PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" PAVERS O.H.D. RECESS �. z O.H.D. RECESS 4. N ... a' ..: .'. -t t i T--II Q• I=f l l= `" III _II �•`• I I-11 4 -- �I ICI i 4„ _ _ -I 1='T��Ij .: , - - I -ICI -III I IF 7.i=11111 :•�: . •`• I�LN =II I=11 II SEE A/S3 OR J/S6 T I I, I I I ITIT_I I I I I SEE A/S3 OR J/S6 IT111IIII I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STORY) 1' 8" (2 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N,T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. �r �r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 112" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a „ „ „ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". _ 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 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE `':3 ELEV. 0'-0°OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 21� 6 x 6 W1.4 x W1.4 0 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH a a° a ° ° ELEV. -0'-3 1/2" A.F.F. o b I I1=� f -11 1/2"(min.)- 4" ° ° a 2x4 FONT. a a . a w u b ° ° _ 31/2"(min.)- 4" _ D ° a ' _ _ _ _ III o - _ T - - ° •' -1 -1�1--III- -I-III-I I f ° I a a a ° `� °° 31/2"(min. - 4" I IJ=III I =I 11 �I-III- 31/2"(min.) - 4" I I -III =III 11� Tr GARAGE DEPTH VARIES ° 11=III L El I l f�=� III= III -I I I� i�-III III=11 9 ° ° I t- 1 r1111 I IIII, �,IIhI I, ,III= (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4 g U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 0 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qos'\ NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M xo ocps INSULATION PER FBC AND ENERGY 1coN� (1) ROW 2x BLOCKING @MID HGT. FORM SUBMITTED WITH PERMIT /"' FOR WALL HGT. _< 8'-6". (2) NOTE: ROWS 2x BLOCKING @ 3rd PTS ITUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 518"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 10 10d NAILS Y BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) 5/8"DIA. EXPANSION BOLT @24 " O.C. PLATE WASHER TYPICAL C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) _ 31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR [ SPACE ANCHOR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 i EVENLY FIBERMESH a - PLATE WEEP SCREED INSTALLED BAR w END OF 2 x PLATE WWF OR FIBERMESH r =D FINISHED PER MFR INSTRUCTIONS o #3 OR #4 REINFORCING BAR Uj ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi JGRADE so MIN. Fy= soksi] -III-I I h-III m . ' I -III-I I h-I I �- Z M p FINISH GRADE 25" MIN. LAP [30"MIN. LAP] [ ° I -III -I 11=1 I I D III III -I I I 11= -11=1 L I-1 11 g ' I ,I , ' III I 1=1 1111 I�-I' 80 LU=ITI=11 II _ _ °° 6 MIL VAPOR BARRIER -Li f I I o, a 1 1=LM. 1=1 I I--�T R 17/8 I I=1 I I-III=III 1 1=I I I 11=III °-L T #5 REINFORCING BAR II I II _ ' I I I I -III- I I-ll-I 11= r Z I 1 . - T #5 LAP SPLICE (2) #5 c =i�IT l I I -III, _ III=1��1-ITI=I I 1=1 CONT -I (-III-I I III ° .JI�--III=� I' 36" MIN. LAP [36" MIN. LAP] ON 3 CHAIRS 8„ 1 4„ 8„ :III -III -III- N _ _ _ =I I=I I= T COMP. SOIL. (COMPACTED TO -11 _ (TYP.) _ -I 95% MODIFIED PROCTOR ASTM ' 1 I I=I II�1=III= 1 I=�I=�� I t' 10" _I i- D1557) III 111=III ,III=1 I I 111-� 11- 4 1 4 #6 REINFORCING BAR #5 STD. 90 HOOK - #6 LAP SPLICE TYPICAL INTERIOR BEARING D TYPICAL EXTERIOR FRAME WALL FOOTING rE"*� REBAR DETAILS rF_� WALL W/ UPLIFT rG S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. x x FOR TRUSS - SEE PLAN FOR . x CONNECTION INFO .. ��; ° -� TOP OF BEAM . x &LAYOUT DESIGN a �LI=rTlll N %R w/ OPT. SEE ROOF PLAN - - - ° ° °00 =- IVCLOSURE I I•- (2) HTS20 FOR STRUCTURAL r _ LI-1 1=�I IT I I "' BEAM SIZE & I I1= CONNECTION INFO L ::)3 P T 2x 1/2" GYP. BD. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. w I_ SCHEDULE OPTION #1 Er ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > J 6x6 P.T. #2 SYP SLAB INFORMATION. 2„ H2" GYP. M SLAB LU � ABU66 SLAB STEP & RECESS S.G.D. rM 0101, Q CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 INTERIOR 2X STUDS @ 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE ° ° SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS -31/2 MASONRY WALL AND q�. COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL T CONCRETE NAILS W 1 1/2' W/ DRYWALL SCREWS @ 8"OCATTACHMENTS EXTEND FILL CELLS .. - EMBEDMENT @ 12" O.C. TO FOUNDATION PAD a -J STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN co (MIN. SHEAR 180#MIN, CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 z GRADE a TENSION 120#) CONCRETE SLAB d M FILLED SOLID (SEE PLAN FOR _ = a a 6 x 6 W1.4 x W1.4 t SIZE AND REINFORCEMENT) c� -I I I= WWF OR FIBERMESH z tz- w o-I IFEd- I =1 =1 I -III- I I w __ _ ° `" o w LUCf) w I I I=1 I I I_ 11=1 1=1 1 z N `r ;III= ° a ° BRICK PAVERS or SLAB PER p o iI I = ! a ' ° a = _-_ = z Q COMMUNITY SPECS M 6 MIL VAPOR l =I I -I (=I I- I%=1 - - - - 0'-0" FIN. FLR.� FOOTING v BARRIER I -I -III , = III- BEYOND -I I_I I I I I I I I PAD REINFORCEMENT 3" MIN. CLEARANCE 4" 4" CONFOUND WFON (SEE SCHEDULE) FOOTING WIDTH v r r� SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" S3 SCALE: 3/4" = V-0" SCALE: N.T.S. S3 co o, 0 i z N O z J t7 /Z O M N z o LL w A a u a O c E o a � � t- 2 g _ _ aj U O QN 01- N Y Q /® N+ N w o w Z U) Z a M �o w W N as 93 YJ x °w ZLL Z * :Mv / ,s10 °'vfiifLiiia�.rtdi�i•-°'• To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti cD cy ' w z o Q J oo d E o QO > m QN =® CL E oe �� O (V t Q°z o <zmo az ¢ �� N o O ¢ J m Q W N y � ' �w oa zz 30 a � co oz 6Y a =3 o �� a 5 ° C C:)co L CN O Q 0 0) CV a. m �. . r rn r 0 . _ z r C:)2 Ln T c� N r ci M r (v) N CV i� o z Z E p E ca d U _j Q JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. S3 (MONO)