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3 -o 2 rn rr V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS 0 8(2) — @16" O.C. W/ (2) ROWS 2BL BLOCKING @ 3rdPTS 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 & 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 PITCH > 4:12 D . ° . (2) LAYERS TYPE I OR TYPE II ° a (#15 OR #30) UNDERLAYMENT C ' ��' -9 FOR UNDERLAYMENT REQUIREMENTS SEE R905. FOR ROOF PITCH 4:12 OR LESS. t r-�I I I -I � • I I=I I I I=I I �= I' PRE ENGINEERED WOOD I - TRUSS @ 24" O.C. U.N.O. �- =I I I I 12 HURRICANE ANCHOR @ EACH 11I I 1 iI I1 (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" 1��+[ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSU ION 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" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" P41 �r �r 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 EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) 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)10d 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/ 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 FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > V-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 IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP..)) 5/8° x 10 J BOLT @ 24 O.C.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°OL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL AF.. FO.C.) 2'x 6 W1.4 x W1.4 ATTACHMENTS — 211 6 x 6 W1.4 x W1.4 zf� . ° WWF OR FIBERMESH \ WWF OR FIBERMESH d - - a �31/2" MIN. �31I2"MIN. ° I a a ° a a ° a ELEV. -0'-31/2" n' ° a ° 4° d ° A. F. F. p "{m—in.— o > • Dn' I J I I =I f h",,rI I I IT 31/2"(min.)- 4„ 4 4(31 a/2O2x4 CONT. -3 1/2(min .)- 4 ° ° a N -0000 GARAGE DEPTH VARIES -I I I_T —ITI-11f=1 I I_I L� I I III I =1 II° 'I_=�II_141 (2) #5 CON(2) #5 CONT. —-51 4" 14" I�I.—I�ILI1=1I— 11 IT—II=i U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL STEP6CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 G0W`vi � SEGJR� GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM L 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUDS 16" O/C 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. @ M SCREWS @ 7" O.C. SHEET 1 ROW 2x BLOCKING MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY O @ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: FOR WALL HGT. _< 8'4% (2) 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd FITS INSULATION PER BLOCK W/ 1#5 CONT. 1 "x P.T. STUD O �° SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLANJ SEE CC/S3 OR N LAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8"7/8 THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 518"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600# _ (6)1/4"x31/4" TAPCONS SPACE ANCHOR ) • 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] E *SIMPSON SP1 SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH N w/ (10)10d NAILS �t WEEP SCREED INSTALLED BAR t¢- END OF 2" x PLATE WWF OR FIBERMESH r 2x P.T. PLATE w CO ARCHITECTURAL TYP. PER MFR INSTRUCTIONS W D FINISH ! ASSUMED FINISHED _E D #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi _ a _ _ 1x2 PT WD FURRING @ 24 O.C. GRADE ;, D ' z_ #3 & #4 LAP SPLICE r- GRADE 60 MIN. Fy= 60ksi] I—!L��LL,— _' (1) #5 VERT. IN FILL MONO OR STEMWALL � co -�_ _ D, FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [ — D • ' IIII� 1/2" GYPSUM WALLBOARD _ tj I— I I III In� III 1=1 I MI 11— CELLS (SEE FOOTING MONO SHOWN ° P - — I - LU ° _ — — —I' ° �. 00 D D ° , U.N.O. FOUNDATION PLAN FOR CLARITY ° _ 6 MIL VAPOR BARRIER �L ( °. f I —I I -III= I =_ O0 R 1 7/8" `� FOR LOCATIONS) o ° 1=III-III=III=III=III=� I• i I = N z #5 REINFORCING BAR I I[ I �111=1 I I -I 11H I I 1 I- 1x4 P.T. BASE NAILER ° D o ° I I 1 I (-I� - I I I=1 I I=1 I I=1 I I —III —III- z I � ° . �.1 — — - �- g 2) #5 coNT. _____ II I fll IL -II I� 4 x4 INSPECTION ° 0 =III-III-III=III-III=11I I 1 • T( I I=I �. I - #5 LAP SPLICE ( 31/4" BASEBOARD PORT AT EACH O _ ON 3" )CHAIRS NOTE: g ° ° III=III=III—III—III III- I I D 11—I I=1(� �i--� 1 36" MIN. LAP [36" MIN. LAP] 8 1 � 8 *FOR BEARING WALL -i r COMP. SOIL. (COMPACTED TO _ (TYP, 11 FILLED CELL TYPICAL =III=III=III=III=III 95% MODIFIED PROCTOR ASTM 1- =III=11 f— 11-f (I-�=1 10" W/ UPLIFT ONLY - _ - - - , MIN. 2500 PSI CONC. SLAB _ _ _ _ _ T T=1= I ( I-� f I- M AT GARAGE CONTRACTOR III=III=III=III-III-III-III-III=1 � I=I � I=I � I=I � I=III=I 11=I � II ;I I D1557) I I—�—I I I � I� I —I I � rr MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -I I, I Ii I I=1 I=I I=I 1=1 � I=I � I-III-III-III-III=I � I iI � I- 4" V 4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE III -III_ -III- ►_„T_„IT► Iii it=iTi-ITI_ #6 LAP SPLICE TYPICAL INTERIOR BEARING CW1 4XW14 WWF OR ONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT rG = "FIBERMESH" ' r °� DECO FINISH 4" to 6" BELOW GRADE 00 I SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. 6x6W1.4xW1.4 ° �_ - I- - 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° t � �• - � T min.) 4" BARRIER c : p 4 iv A GRADE COMP. SOIL. e °O ! (COMPACTED TO 95% - j - = I = - _ _ - _ - a - - "' "'-' -(1) #5 REBAR w/OPT. MODIFIED PROCTOR ASTM D1557) - -_ - ,I L�-I f( I- I I I-� f �= I I-S0EE�V ENCLOSURE 3" MIN. cLR. -I I I I I —I I -14 I I ITI 11— I (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 NOOK (SEE 1 � U.N.O. 4" V-8" (2 STORY) DETAIL) MIN. TYPICAL WALL SECTION K"A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 312" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14' 13" � PAVERS O.H.D. RECESS z O.H.D. RECESS CV ' '~Cvj cC r a •� .I I� I ICI •4 —1= �.A• "�' Iil j T I.L—III • ��' ! I r DTI- ' ,;' • ; ...' SEE A/S3 OR J/S6 -1 I I 1171 I I,, I III- SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STC RY) 1' 8" (2 STOR) V-8" (2 ST RY) 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. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0h _0 a CONT. BEAD SEALk INTERIOR d -R. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 60 M 6 MIL VAPOR - i'- BARRIERI i I_ 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. x • x CONNECTION INFO ° SEE PLAN FOR x x T;� TOP OF BEAM IV &LAYOUT DESIGN a ° ' .a SEE ROOF PLAN _ — _ a; : ° (2) HTS20 FOR STRUCTURAL _T d 1 ,,. I=I I-� I I Cl) ' BEAM SIZE & _ T III e CONNECTION INFO a ' I I I �r I• 2x4 #2 SYP P.T. FRAMING w/ -I 111 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 r-" 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE 12 ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > w 6x6 P.T. #2 SYP SLAB INFORMATION � w 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 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" 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 TO FOUNDATION PAD �. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL = MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE a Cl) FILLED SOLID (SEE PLAN FOR - _ = a d _ 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) LU 11=I LI = d °• =III 1 1 1 = WWF OR FIBERMESH r z w =— a. Ujw III—III=1 -I I 11= w I I —III BRICK PAVERS or SLAB PER o cn w p o = -I =I • !' • �• z -_- - a - 0'-0" FIN. FLR. COMMUNITY SPECS �" I- ° _- _z FOOTING v -1 I I -III -III- I=1 I=1 1-1 1-11 11-111-1 I I-' BEYOND d - SEE FOUNDATION PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN. CLEARANCE 4" 4" "CONC. PAD INFO. FOOTING WIDTH SEE SCHEDULE r INTERIOR WALL SLAB STEP NON—BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" a°^I�: �4'_ ,,-0„ S3 SCALE: N.T.S. S3 CD M pp� z N t0 z � o z Q _I M Z of6 (/i c 'N!` • T (n y w n V � W I- N c E �N U 0° E^` o g i W) U o • 0-,rn 0 " 0 ® Q 4m N N Z W M $odz�E w z Wvt� IUlruj Z m WIC , LLN "� SEroq U v' E t..� '?QFEEEto 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 Engineer's signature and seal. ti CDw o a_ wo oo }° =® o E U H 'd � on wa o E N ao ¢o az ¢w U) U m O m a Z } Z J N¢ N 3 �m O< gN Zz a0 2 ~ CD o yLL <� =3 �� ;a V oIa < 03 C O > d' L CD L / O 0 O Co `� 1 C U r co O? r O rn 1 r ui z C7 CV o Z E U) O 2 ` M d o U J Q (] J JOB NO : 19-5892 SCALE : AS NOTED SHEET NO. S3