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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" O.C. CEILING & 8" O.C. WALLS I 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 2x P.T. PLATE „ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 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 CUNT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH co PITCH > 4:12 L - ° 6 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT e ° ° 11=111=1 11=1 I= FOR ROOF PITCH 4:12 OR LESS. D ( I 11=1 11=11 I i I' PRE ENGINEERED WOOD ' �I I -I I 111=1 ° - "-" TRUSS 1(- @ 24" O.C. U.N.O. ri lL�l I I I IE�l I HURRICANE ANCHOR @ EACH -I ICI I 1=111 I I=I I I �I 11-1 TRUSS (SEE UPLIFT SCHED.) W/ I I F'" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT 6G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"xl 6"NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH rE I SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) `'' ELEV. 0' 0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. III OR 5/8"x10' WEDGE ANCHOR @ 24" ° a A.F.F. O.C.) 31/2" MIN. ° ° ° ELEV.4-3 1/2" a ° ° ° ° A.F.F. p > 2x4 CONT. ° w b. e° ° 4 _ a I ° ° a a °° N „ "III=I ° ° ° ° GARAGE DEPTH VARIES ° ° ° 31/2 (min. - 4 _ III _ - _ _ ° ° �II,�IIII -II HIM, TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (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 HGT. < 8'-61'. (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2" MIN. 441. El I I=a � 1/2"(min.)- 4 I I1=1 I =111= 1/2"(min.)- 4" -I 11=1 I I=' II ICI I1 I- 31 /2"(min.) _I I _I � I. III ' =1 I I-1 I I I I= I �I I -I I I I 1=1 I ' 11= 1=1 i=1 I 1�11 �I El I F OF (2) #5 CONT. 4„ 1 III I 11l I I I III 18 - (2) #5 CONT. 4r -III- I-t I,I1-4hl I-i 8 U.N.O. 'Y MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL STEP CC 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 N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 c� M EE SOFFIT SHEET GRADE LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 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 *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 w/ (10)10d NAILS - 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR -� ARCHITECTURAL FINISH TYP. ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 40 MIN F - 40k ' 1x2 PT WD FURRING @ 24" O.C. ' ° GRADE ;! ° ° ' ° • ° _ z #3 & #4 LAP SPLICE Y- S' 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° _ - A D FINISH GRADE °� [ ] [GRADE 60 MIN. Fy= 60ksi] z M °. 25" MIN. LAP 30"MIN. LAP CELLS (SEE FOOTING MONO SHOWN U.N.O. FOUNDATION PLAN FOR CLARITY _ _ _ _ _ °O 6 MIL VAPOR BARRIER I ° ° 1 1 I I - I = O° #5 REINFORCING BAR R 1 7/8 ° ' T -� FOR LOCATIONS) I=1=1=1 I=1=1=1 I - II- - N z NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D w p . LLJ (1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r c� D. III I I I IT 11111 it, o 1 x4 P.T. BASE NAILER I ° III=I I I=III-III-III=I I I= I I TT1=T - 2 #5 LAP SPLICE --1 (2) #5 CONT. 111-111-11. , , I �I I I, „ I 4"x4" INSPECTION o° z I -III -III -III -III -III -I I • 1I- NOTE: e , - 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL N g ° D D III-III=III=III=III= Ii; COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL I=III=III=III=III=I e W/ UPLIFT ONLY _ _ _ _ _ _ _ _ __ __ __ __ = 95 /o MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB - I„III , r> AT GARAGE CONTRACTOR = I=III=1= 1=III=III=III= i =III= I=III=III=III= I D1557) MIN PSI MAY VARY PER cn -III-III= = = I = = - I=III=III- -I - =III-1 4" 114" TO CUT BLOCK OR POUR -I 1=III- I= I -III- =III- I=� I=III= 1- MUNICIPALITY. CURB DUE TO SLOPE11 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING LL' CONCRETE SLAB W/ 6X6 a W1.4XW1.4 WWF OR � DECO FINISH 4" to 6" ^FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 •E SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR_ min.) 4" BARRIER � � 1 I I - g • C• C • II- N - A. ° a d GRADE COMP. SOIL. ° T • (COMPACTED TO 95% - I� MODIFIED PROCTOR I =I I , I' ASTM D1557) :7 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. N O CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION A SCALE: 314" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS % � z / fM 71_TI " .. TTHM�T SEE A/S3 OR J/S6 I I •, 11 Ir III FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (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. 00 -11 _ _ .4 . -I 1 1-1 1 1-1 1 1-1 1 1 I' -(1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV � c) TC a -�III-II 11CIP 11�I11�11 '', 4"1 SEE A/S3 OR J/S6 I -I ( I I I �1 I„ III 11k II FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA� A. INTERIOR . a A. .d -31 /Z" 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 6 MIL VAPOR BARRIER ON 3" CHAIRS 36" MIN. LAP [36"MIN. LAP] 10" 8" V-4" 8"(TYP ) #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 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 ; CONNECTION INFO _ SEE PLAN FOR , . & LAYOUT DESIGN -- TOP OF BEAM HTS20 SEE ROOF PLAN FOR STRUCTURALT c - - -° �, G 4 p E _ T d (2) BEAM SIZE & i; CONNECTION INFO M - I I 2x4 #2 SYP P.T. FRAMING w/ =1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 1' 1r- 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #•I w o SCHEDULE Ix a SEE TYP. WALL SECTION FOR ADDITIONAL j 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 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 d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRADE a M FILLED SOLID (SEE PLAN FOR _ _ _ = a 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c7 I = ° ° • =- '- WWF OR FIBERMESH '- coo z -I III- -III- I w ICI=ICI III=III=ICI d' BRICK PAVERS or SLAB PER w cwn °. _ Z 0 o w -III= -___ - z_ a ° /-COMMUNITY SPECS _- - - - - _- " � I- ° - - "' a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 0-0 FIN. FLR.IV FOOTING J III III -III -III -I 1=1 III=1 1=1 I- 11=1 1=1 1=1 I -III -1 1-1-' BEYOND PAD REINFORCEMENT -III-III-I-"' (SEE SCHEDULE) FOOTING WIDTH SEE CLEARANCE SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 a Q � -1 L Q a� ,,��51146IIl111! f/ U u kho ( •( fA `Y' Y L Ill 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. 0) LU a V 8 CD N r- 00 N lot M N CN Ci c: # N _.r LL I �NM m N it LL u- a a a N 04 jc: L LLl ( a' as Wo a 0 <& x Y V Qi Y C N r 0 O m m O W IL 2 E rn m ._19 J o 6' 2- In 2 a Z N O N Q Z U z ° 0 ❑❑❑❑ w fh V7 N O - z g o M N z - T t%) - r,r g a C•� 0 rcrn^ V. ' ,.,., o � N o ago r- c, m w � E o g = m I U c o 14 to, r- o w co M " o Z 4 U- Q E Oz wo o K o Z>Zm Q N z© ❑1E N MV &a UO o O E N¢ a z O < o d w �? Cn = _ o U ymO m �o O� Z J QW zZ ¢� wZ oa go fl.. U wLL a mw CD oz w =� �M xo CD zl¢ a OV zi �N 0 L N T . � N ca J O Q C r rn r ,.{� LO�- r O M N cM iii c1 o Z Z E O 0 r- M a. U J Q Q J JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. S3 (MONO) --�:iF----T it-i.T. .-]i l I .;. I il,fli dhi IL AkARJiTk, w.T- �� IL�j - 9 I I I i I I I