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m" .n n ._.. ••- . L I �.R. _ I _.ALL. _I I ' 1 n1>n I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" 0'C• CEILING & 8" O.C. WALLS I INSULATION PER — I CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS —\ HGT. FOR WALL HGT. :5 8'-6". (2) @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. d 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & ci @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 L> e (2) LAYERS TYPE I OR TYPE II 1 e (#15 OR #30) UNDERLAYMENT °i . C FOR ROOF PITCH 4:12 OR LESS. fr '- e PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 1 TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING 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. ALUMINUM DRIP EDGE 7VIF 7�F 7VIF II II II II 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 (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ " BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)1Od NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 211x S.P.F. (OR EQUAL) STUDS @ 16" O.C. J 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 70/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 `' ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ ATTACHMENTS 2�� x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH 0 31/2" MIN. 31/2" MIN. ° z ° ° ELEV.-0'-3 d 1/2" ° ° ° ° ° ° Q > e > P e A.F.F. 2x4 CONT. d ° ° ° _ • e ' — — 31/2"(min.)- 4" 1/2"(min.)- 4" 4. GARAGE DEPTH VARIES ° ° ° 31/2"(min. -4" —1=111I— I — I in E 9 (2) #5 CONT. 4' ' ' V-4" (2) #5 CONT „ . 4" U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL 0 STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. i W - P�11 SsGVK M EE SOFFIT SHEET LOAD BEARING OR Zx STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 10 �/ cc� EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () @ APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL STUCCO FINISHAST C.26 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS TO THICKNESS 7 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON N w/ C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT x BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK IL (10)10d NAILS �8" (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL PLATE W S 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS - "' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE ARCHITECTURAL FINISH TYP. i ! ASSUMED FINISHED GRADE _ ° PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W) 9- 44 LAP SPLICE GRADE 40 MIN. Fy= 40ksi xe ° 1x2 PT WD FURRING @ 24" O.C. - ' FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a- (1) #5 VERT. IN FILL z M > 0 25" MIN. LAP [30" MIN. LAP]i — MONO OR STEMWALL g 1/2" GYPSUM WALLBOARD ° M CELLS (SEE FOOTING MONO SHOWN ° D LU U.N.O. D oo p P e oo �- FOUNDATION PLAN FOR CLARITY ° D _ _ _ _ _ 6 MIL VAPOR BARRIER ,. R 1 7/8" FOR LOCATIONS) D ° D 1Ei I lEl I IEI 11EI IEI I IEI N z #5 REINFORCING BAR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 = WWF OR FIBERMESH T e n RI, 1x4 P.T. BASE NAILER D ° III=1 I IEI I I=1 I=1 I I=1 1= ? #5 LAP SPLICE (2) #5 CONT.�- 4"x4" INSPECTION I=1 I I=1 11=1 11=1 11=1 11=1 I • NOTE: D :> III=III—III—III—I —I 1- N o ° ' 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL IEI IEI I IEI I =III=1 I I : T 95°!o MODIFIED PROCTOR ASTM MIN, 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ r M AT GARAGE CONTRACTOR I I I=1 I=i' -1 I=1 I I=1 I=1 1=1 11=1 11=1 1=1 11=1 11=1 1=1 I I ,I I D1557) — MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -� I =III- =1 I I=III=III—III=III=1 I =III=1 (=1 I I=III- 4 1-4 MUNICIPALITY. CURB DUE TO SLOPE I„III ill II III I I I I III=111_ CONCRETE SLAB W/6X6 11 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL _ 1 11 SLAB INFORMATION. y r •■ 6 Z M • [ A 2 6x6W1.4xW1.4 ■ o0 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► z min. 4" r BARRIER ; 1 1 1. ... . 1. ... Ill� • A ` D • r a FIll Ill I COMP. SOIL. • (COMPACTED TO 95% _ MODIFIED PROCTOR ASTM D1557) 3^ MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4. V-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS = PAVERS iTf 4. 4" _ r M SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1 " (1 STOW / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE:3/4"=V-0" S3 GRADE #5 REBAR w/ OPT. YRE I�ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS E = Ch . � A i. °o :'. 4" .^r SEE A/S3 OR J/S6 — I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 S TC RY) TC RY) GARAGE DOOR SLAB RE ESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'4" J CONT. BEAD SEALM INTERIOR ate. -3 1/2" a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a E_ F_ : — M 6 MIL VAPOR T — BARRIER IRS 36" MIN. LAP [36" MIN. LAP] (TYP.)ON 3" CHA8- 1-4 8 xx/10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1 . RECESS FOR WW OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN - - • •d '' c. (V er SEE ROOF PLAN c — a: ' ° ° (2) HTS20 FOR STRUCTURAL BEAM SIZE & N d [ CONNECTION INFO M _ • • . ° 8 • ,I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ Zl PLATE „ SEE A/S3/J/S6 g 7ns" MIN 7/16 O.S.B. SHEATHING 8 o.s.B. Z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 I ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q > w 6x6 P.T. #2 SYP SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O'C' PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS s TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN co CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS co GRADE a ° FILLED SOLID (SEE PLAN FOR =_ __ __ _ ° a = M 6 x 6 ffl A x Wl A N `WWF OR FIBERMESH ) ; SIZE AND REINFORCEMENT) c7 � l=_ w o a ;III= I —I 1=1 I I —III ° ° • 1=III=III= —I = =1 I= I w I —III —I I i— U 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 BRICK PAVERS or SLAB PER W W p o `" _ =1 IEI • • °• —_—_ - z z COMMUNITY SPECS _— `_ U) — ° — -- `' ¢ =i 11=1 1=1 1=1 1=1 I I I=III—I I= FOOTING l l l l l l l l l-III=III—' BEYOND ti .. ,•. l l l l PAD REINFORCEMENT 3" MIN. CLEARANCE v••'� a :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • ,•. P.SEE CONC. PAD INFO. SCHEDULE TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 314"= 1'-0" SCALE: N.T.S. S3 tii �`�,�titttiltttli6il RO W 0 CV f•' F L Ong o �OFE;SSIO`I � \1 \xo To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a acD o 8 pip 8 NNE 0N N m Li cy, ILL - a r'n'r-LL#a LL N M M W N W ILL! Z 0 M LL ILLd CL W _0i a°o 'Con W _j ILa OD N V W NZ .Z O J a ° 0 o00 z Z n Q J N v z .o LL �OLLj �s W L = C U) r. Q Q N I o M Cl) z O w zZZ Q � oo E U z�s W Wa Fm 0< O C g! °� woZ w z °' g o o �w IZ V a W 3 =k CZ. �LL Z a� t O CC)5-5 ° 3 J �Ncm W '> c f° O CM J Y O m +, N T ■ CC CD = C-4 ai T O = � N r M T 0 L' N CM y rn o Z Z E c a U _j Q p JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. S3 (MONO)