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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR l PLAN �/J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. I (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 3 1/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E n CV (1) LAYER TYPE I1(#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1 A r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) 41- WWF OR FIBERMESH `o PITCH > 4:12 V° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -1 I I=I I -III -=I m a I I-III=I I=1 I I= Q FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. .III III -I I 1=1!_I.=1 111=i I III -I HURRICANE ANCHOR @EACH 8'-I�I�III ill�Il� IIII�IIi,III-1" TRUSS (SEE UPLIFT SCHED.) W/ 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 /_ JEDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION N1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB -INFORMATION. LUMINUM DRIP 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" ALUMINUM FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING %12'N.0. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r _eF -�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTHTW/,,-�1) SS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS CKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GA A.) (OR 5/° GYP. TYPE OH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROUPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ NECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATED BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/"x S.P.F, (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS.N.O. SHEATHING REQ'D, FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. 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 AJAND 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 SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATIO 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH ELEV. -0'-31z 31l2"MIN. 31/2"MIN.-�_ A.F.F. _ b 1=1 I�I IT I'31/2"(min.)- 4" b I I-1 1=�11='31/2"(min.)- 4" CD 00C\I° -I -III-I T' - _-m-rSi=n - o ° - I -I I 1=1 IT- 31 /2"(min.)- 4" III -I l lI I =1 I 1 III=III- 31 /2"(min.) - 4" 7111=1 I - =1 I I I I I-1 11- _ _ _-_III _ -II1-1 1-11'- -1 I I, I I I- I I I -III -III -III 111-1 I Il I I' ' -I I r 1 rz111=III=III=II I I I=1L, I' (2) #5 CONT. 4" 1'4" 8" (2) #5 CONT. U.N.O. MIN, U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL aC� STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 M EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS 1 " @ 6 0/C INSULATION PER FBC AND ENERGY \ M\N��ooS �coN��N (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS 16" KNOCKOUT 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS ( ) APPLICATION SEE SECTION C/S3 FOR Zx BLOCKING'- 3rd PTS FOR BLOCK W/ 1#5 CONT. BLOC WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS To FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT „° " r� � � � ° " 5/8 x 10 J BOLT @ 24 0/C W/ 2' X 3/16 PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. � K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 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 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (6)1/4"x31/4" 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 6 x 6 W1.4 x W1.4 - // ARCHITECTURAL FINISH w/ (10)10d NAILS TYP. 2x P.T. PLATE ASSUMED FINISHED FIBERMESH c WEEP SCREED INSTALLED PER MFR INSTRUCTIONS BAR #3 OR #4 REINFORCING BAR GRADE 40 MIN F = 40ksi � W o Uj 2 x j END OF 2" x PLATE c WWF OR FIBERMESH cw - p r ° 1x2 PT WD FURRING @ 24" O.C. GRADE `, d- ° �_ ° z_ #3 & #4 LAP SPLICE y =1 I1==1 I1=1I I m D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 0- = p r 1 #5 VERT. IN FILL z M - - - c 25" MIN. LAP [30"MIN. LAP] Q III=1 I 11-riLli, I I 1=1 I I -III= CD 1/2" GYPSUM WALLBOARD O MONO OR STEMWALL ° r� = 1-1 I I -III I I=� , • •CELLS (SEE FOOTING MONO SHOWN o I T-I I I _ - W '- ° U.N.O. o D p o ° W `-III-1 li 111- FOUNDATION PLAN FOR CLARITY ° _ __ 6 MIL VAPOR BARRIER - ° I 01911ElmIII= R 1 7/8„ �'=111-'' `'1 I I 11=1I �, #5 REINFORCING BAR -III .III=1 �=(I 1=III IT_I=1 I 111- FOR LOCATIONS) p ° =III=III=III=III-III 1x4 P.T. BASE NAILER ° III=III=I I =I I I -I I I=1 1= z III P : I I-iF-TIT 1 I �-i! (' r #5 LAP SPLICE (2) #5 CONT. -� I I-III=III, , , I -111, 4"x4" INSPECTION D p° I=III-III-III-III=III=) 1 • I ON 3" CHAIRS NOTE: a I I i-I I I I I I =1 I I -I I I- N 36"MIN. LAP [36"MIN. LAP] $" 1'_4" 8" 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL - -I r COMP. SOIL. (COMPACTED TO -I _ (TYP.) FILLED CELL TYPICAL = I - I 95% MODIFIED PROCTOR ASTM = _ - _ __= I I i t 1 1 1 III �T I I I =1_TI--I I- I IT1 TI I ia' W/ UPLIFT ONLY _ _ MIN. 250o PSI CONC. SLAB , AT GARAGE CONTRACTOR III=III=III-III=III=1 i 1=III=III=III=III=III=1 1=1 I-III-III=1 D1557) I I_f , Il i I I„T71I I IW_I-1T��Ti MIN PSI MAY VARY PER =1 I-III=III=III-I I I 1 -I I --I I -I I -I I- I 1-I I -III 1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -i -I 1=ITI-III„i i ; l I1=„II; „III-III=I #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE WALL W/UPLIFT CONCRETE SLABW/6X6 a NorE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F rG W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL .0 - I Z SLAB INFORMATION. SLAB INFORMATION. E00 Cl)=111 6 x 6 W1.4 x W1.4 6 MIL VAPOR I o D+ �- _ = z min/) 4"--, WWF OR FIBERMESH BARRIER I , D 4 III ° -II ' • 111= N _ ° . ° GRADE COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR I I I TI=ITI=I I I I ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. ON (1 STORY) STD. 90 HOOK SEE U.N.O.CHAIRS TYP. 4„ V-8" (2 STORY) UODETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" Q3,) OPT: DEPRESS SLAB 512" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" O.H.D. PAVERS--[�RECESS It z II rM 2 'T : ,III-Tl f 111 . r ,• . v .• �a - TI (-111- �I 'T -I 4 - T °O i� I i I � �•a• ''•� �.�� • III-� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'4" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. III III -III -I #5 REBAR w/ OPT. I[=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND _ 13" O.H.D. RECESS E a Q ' Y� M "' '-III-I � � .1�, ti1� � • "- III-TI ��• I I I=11-I 1=I 1 11111= �1111I 1 '�.� II III SEE A/S3 OR J/S6 J +! + I (1 I 11 II III III FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE:3l4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �"' AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR x x &LAYOUT DESIGN • ' TOP OF BEAM - _ SEEROOF PLAN - - ° ° A (2) HTS20 -�FOR STRUCTURAL d I T�I-=r111 . " E BEAM SIZE & I� I 111 I I CONNECTION INFO M I P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2% 1/2" FROM SLAB CONT. BEAD SEALANT - Q INTERIOR `< -3 1/2" a a. .. •A A y' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 1804 MIN. TENSION 120#) CONCRETE SLAB C M 6 MIL VAPOR BARRIER LI- ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE` 3/4"=V-0" S3 I f 2x4 #2 SYP P.T. FRAMING w/ =III III=) I=T ,� �-fi ' `T MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 m �+ 81, ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w x > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J oUj w ABU66 SLAB STEP & RECESS S.G.D. rM � SCALE: 314"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 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 M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 z GRADE a E M FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 i.1 SIZE AND REINFORCEMENT) C7LU III III =1 = a a• =I =I I T WWF OR FIBERMESH '- M z w = a w I -I I=I w III -III -ICI_ ' BRICK PAVERS or SLAB PER p o 1:- -I • r °• Z • "�¢ ° �COMMUNITYSPECS ILL - - ---- - 0-0 FIN. FLR. o000vC r , .�•, oo��oo.� rrir � I I -I -1 I I -III -III -III I I -III -III --FOOTING � III III III-III-III=1 I III III -III - I,; �iIITiIS =III -III BEYOND PAD REINFORCEMENT-]3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 F ��`tteee;sitttt, 0 .`. �.a eon errro 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W aAft�F ® W 00 aS 00 N cD03 _ � O O O m (p N 4k Wco 0 p N C N J LL a) 0) J f W �% J LL N LL � d Q �Amok j C, W rn a; a s Lou: z a,p 0WF- o m m 0 0 m o ram'. % co W 2E91rn o9 � N Q M z 6 OIL a z F ° 0 ❑❑❑ W N O _ z o� <c eJ M N U) M �N ` V V' 0 LU ® U Q -� O V � � LU F o N o r- � m d w w r- m E o S c) O N 0 "' < 0 S m r.- C:) w co o z Q 04 LL_ Q E E ® � �_ Z® ❑d N ¢o ww " aomo in C - _ o of z a' z o U) 7 sa 0000 � a Nti U 0 O ._ 7 a O vto I ° 0 M = OC L iu °' m n' W � Lf? .>_ r( U 00 1�. ; 0 C L) 2 O � C7 CO m C E p = N r ,^ E c T- cr) o z z O 2 m E n U _j Q 0 JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. S3 (MONO)