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jr TJ- m av v a � 0 3 L0 0 m -c 72 co 0 0 Co i LO I 0 c v i 3 a N 0 a E 0 i ti U E C U .o i a 0 O 0 N N 0 O N N -LO w: Cn 0 W 00 i; FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) 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 PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 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 & @ 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 A N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 i . ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT—III= 11= m ° ° ° I I I —III—I I = ° FOR ROOF PITCH 4:12 OR LESS. I-1 I —1 III D ° PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. " :,I I �I I I I �I I=1 11= I Fl I I IEEE] I H i ff III —I 11=11 1=II I -III=1 I I I � I —I HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8„ ' 11 _I�[TI=1T I I ill METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG JEDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION N1 SCALE:3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB —LUMINUM DRIP INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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" O/C EDGES, AND 12" O/C FIELD. �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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 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/ 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. < V-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. > 8'4', 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 (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 A.F.F. O.G.) 2�� x 6 W1.4 x W1.4 ATTACHMENTS 2v' 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH 0 �31/2" MIN. �31/2" MIN. ELEV. 4-3 1/2" z lit -I— A.F.F. O o 3 1/2"(min.)- 1=1 1=1 1='31/2"(min.)- 4„ N00 (3 1/2"(min. - 4"I- Lit. 11 TI►- =1 I l ill 11 I—� I I —I 11=1 I I III-1T_I T (2) #5 CONT.1 =1I „ rl� l 11 11 4„ 1,1, U.N.O. MIN. TYPICAL BEARING BEARING WALL�STEP@SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" ooN• �,� SEGJ�� P�S 31/2"(min.) - 4" =� I_I=1J — —I 1111=111 11 —III—I 1=I r Fit (2) #5 CONT. U.N.O. MIN. � TYPICAL BEARING WALL @ STEP / CC SCALE:3/4"=1'-0" � S3 EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY M�N��\ p5 8"x8"X16" KNOCK -OUT BLOCK WI 1#5 CONT. EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS FORM SUBMITTED WITH PERMIT APPLICATION /' NOTE: SEE SECTION C/S3 FOR FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) `SIMPSON SP1 w/ (10)10d NAILS TYP, cCN c1 r #5 VERT. IN FILLED CELL 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" @ PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ,. c 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3Nr LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE WEEP SCREED INSTALLED PER MFR INSTRUCTIONS CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL K.O. BLOCK 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING � BAR a w #3 OR #4 REINFORCING BAR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM „ END OF 2 x PLATE c . 1x2 PT WD FURRING @ 24" O.C. J : GRADE �, - o GRADE 40 MIN. FY=40ks1 a to ° z #3 & #4 LAP SPLICE =III=T-1I (1) #5 VERT. IN FILL z �, — o o FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a 1=III—III—III D 1/2" GYPSUM WALLBOARD MONO OR STEMWALL ° _ g I I-1 I=1 I I I= • U.N.O. CELLS (SEE FOOTING MONO SHOWN p p o —' —F — w '—III-III FOUNDATION PLAN FOR CLARITY ° D 6 MIL VAPOR BARRIER —T I 1 ° _) =1 I (_ „ � I I— �_ ° ' 1 ��, #5 REINFORCING BAR R 1 7/8 FOR LOCATIONS) D D o ° o l=1 =1 1=III=III=III=� I II —I I m N z 1 �- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 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#) G E 6x6W1.4xW1.4 WWF OR FIBERMESH T =T=III=III= �CD III III —III —III—' r 1 x4 P.T. BASE NAILER p ° °—I I —III —I (—I I —I I I- ? T�1TT T '' #5 LAP SPLICE (2) #5 CONT. -F I �-1 I hI I I, , I 1=11 I, , , 1 4 x4 INSPECTION D—I 1=III=III=III=III=1 I I II 1 11 �f 3 1 /4" BASEBOARD PORT AT EACH NOTE g ° — = =I I— = - ° FILLED CELL TYPICAL FOR BEARING WALL =III=III=III=III= I = COMP. SOIL. (COMPACTED TO ° W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ =1 95%MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ —_ I =I I II IT�— TI=1I c� AT GARAGE CONTRACTOR III= = =III= 1=III=III=III=III=III=III=III=) =III= I D1557) MIN PSI MAY VARY PER rn - — = — = =) =III= =III=III=III=I =III-1 4" 1'4" MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a 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" DECO TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" BELOW GRADE S3 SLAB INFORMATION. rr np Z00 _ 6x6W1.4xW1.4 ° 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR z min.) 4" BARRIER D: p . 4 - a a 'v GRADE COMP. SOIL. ° 1 T (COMPACTED TO 95% I MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O #5 R CONT. V-4" (1 STORY) STD. 90 HOOK (SEE U.ON 0 CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" 1, S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS lil' Z c7 � �I •'.e. T � ��I I II ' •� ' , L �[�I l f . I d • AT TTh " SEE A/S3 OR J/S6 11 tTnII _ 1 FOR REINF. INFO. 3" MIN, CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. OO — — — — PT MI! -_ —nr -(1) #5 �REBAR w/ OPT. ' 1=1 I 1=1 I [=1 I1= I— 11=1 11= I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N ' N d T d Cl).; d _ d -III—II 4„ 11 °° 111- I '.e. ' a •' . � —I SEE A/S3 OR J/S6 -F I I 1 111 11„ 11111 FOR REINF. INFO. 3" MIN, CLEARANCE 1'4" 1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, 0 CONT. BEAD SEALANT INTERIOR 4.a.: ° -31 d .. J y.A d4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE SLAB _ as a C — — M BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 ON 3" CHAIRS 36"MIN. LAP [36" MIN. LAP] 10" (TYP.) 8" 1'.4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICETYPICAL INTERIOR BEARING REBAR DETAILS rF-'� WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 314"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 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. CONNECTION INFO `j l a . SEE PLAN FOR &LAYOUT DESIGN ch a " < . — — TOP OF BEAM a I h� FIT' T (2) HTS20 SEE SEE ROOF PLAN FOR STRUCTURAL r -°I- BEAM SIZE & i; 1 a ' � � CONNECTION INFO M — 1 1 2x4 #2 SYP P.T. FRAMING w/ T �L MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w 0 SCHEDULE rz Q SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION J W o w ABU66 SLAB STEP & RECESS S.G.D. rM � SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" 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/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN SIZE VARIES PER PLAN ch CONT. BEAD SEALANT _� w/ MIN. (2) #5 VERTICALS 00 z GRADE a E d M FILLED SOLID (SEE PLAN FOR __ __ _ = < a _ 6 x 6 W1.4 x W1.4 it SIZE AND REINFORCEMENT) c� =— ;III= a a= =I = I=_I' r WWF OR FIBERMESH T `"' z F- a w — —I I —I I— — W A 1n I, _ =ICI —ICI- Z • • • - \ rSPECS �.. - • • BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE OOOOOC r r ,�\00\\00000 .4, EE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE �0�0�0�/; ; r •o`// j v,� TAPERED •rCD12� .. . • 41 r r.A is fC f1 Bf'2e.i, i -- •i.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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q O U N N Ci O0 CD M N r N* W LL U) '5 LL 'L LL a a Z I nN 3 M S ai C/) CLu is SZ �U)rno W to a aw 0z0 wo C? «° C °] m W N 2 E m rn M 0 a Z 9 N o N <c)z O N U O J ° L) ❑I ❑ D W z N o o P z �z S a J M D_ N M z o Q) �N _0 Vi 0 W o o Q 1 v� ,, o 0 C6 ,— uM W rn o $ Ul... =w :§ 6 v o c U) o ts, 14 o �w M coo J Z z � < � l! a E E OV z o _ o� 2 zCa Z Q z® oa I— — < U UO 0 06 O E N pZ <o wo 6 d Z W W L L C Z Y U �m 10 Z z r >Z J �z (� r� UCn Z Z 2Z p< �w oLL �3 < w� = 0 >° o CD 0o Z< a U U2 2M 0 = M J L TM m TM Al W @ .! N co J N ^ O T'� C L17 Z N r LO I n LO N •— ui w O O LO M o c = N (n Z z E O C0 ca d U J JOB NO: 20-3576 SCALE : AS NOTED SHEET NO. S3 (MONO)