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3 S L C x rn 00 LO LO LO C I 0 i W C 0 J L0 0 oI i a 0 0 i a E E 0 L 0 J i 0 U 0 i U i z I Y i 0 v 0 17 0 0 r N 0 0 a CD 0 W 0 00 v N 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 _j 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL "jo ,�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 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 SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @ MID (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.Q. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTSJJ 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 16d TOENAILS T & B FOR WALL HGT. > 8'4'. 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". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4 O.C. @ BOUNDARIES, 6 O.C. @ @ 24 O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II #30 (2) #5 CONT. ON 3" 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ( ) 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH ``' "' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2 6 x 6 W1.4 x W1.4 PITCH > 4:12 D ° WWF OR FIBERMESH „ \ WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II ° ° l (#15 OR #30) UNDERLAYMENT -I I ==I I - m . ° 6 D- I - o ° ° " 31/2"MIN. 31/2"MIN. FOR ROOF PITCH 4:12 OR LESS. 1 �I-1 I FE:- D • I TTI=r *- ° ° ° a ° " ° ° ° o ° a " Q ELEV. 4-3 1/2" o � . PRE ENGINEERED WOOD III I I I I TIT ° ° ° ° Q 2x4 CONT. ° A.F.F. 0 - �, -_ = - - - - ° a ° a ° - = f 31/2"(min.)- 4" ° TS 1/2"(min.)- 4„ I,� TIIT1_1 ____ / I III, TRUSS @ 24" O.C. U.N.O. 1- I - -T�I = ° ° ° a CN oo - D ° -I =T I I 1-' - D ° .I jj I I° ° d ° N rc r.. 0 �' r m 0 -� HURRICANE ANCHOR @ EACH =_ - -1�' I ° ° a 31/2"(min. - 4" T�I=T�1 - TI� TIT 31/2"(min.) - I I I �� -T-I I I- I 1T-'I I GARAGE DEPTH VARIES " ° �_1I j=I zz/ TRUSS (SEE UPLIFT SCHED.) W/ g jiT _I (�=1 TI =1T1=1 TrI=1T T METAL PL. UNDER EA. TRUSS e a ° ° 9 a ' 1= -� MOISTURE BARRIER 4 ��, ;T; I ,, 81, 7 -1 (2) #5 CONT. (2) #5 CONT. 4„ ''t-"-�q 1"-� SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPrc C NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - - INFORMATION. ALUMINUM DRIP GpNt�N�p`�� EDGE asEc�R 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. �\ SEE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C 2x STUD SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 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 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR „o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL -8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x 10ATE W„ „ J„ TBOLT @ 24 0/C Wl 2„o X 3/16 3RD LAYER 1/8 „ THICK. K.O. BLOCK (IF NO UP LIFT ON @ (10)10d NAILS 24" O.C. VERT. OR PLASHER TYPICAL 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W! SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N,O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 W �- NOTE:EXTEND WlAXW1.4 WWF OR "FIBERMESH"BELOW - DECO FINISH 4" to 6" GRADE E v f 777 4 °� CNN M D OP 6 MIL VAPOR BARRIER ( ,t D �r 4 D • - f COMP. SOIL. - (COMPACTED TO 95% -1 11= MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (1 STORY) ON #5 REBAR TYP. TYP. STD. 90 HOOK (SEE 11'4' U.N.O.CHAIRS 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-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 't z IN 1=7T7 III •y '. TT�� SEE A/S3 OR J/S6TT 11 I 11 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. *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 SPACE ANCHOR BOLTS 6" MAX FROM w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE TYP. ASSUMED FINISHED ci PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o � . D m ° i i GRADE D N D ° D Z_ O0 GRADE 40 MIN. F- 40ksi #3 & #4 LAP SPLICE y- [GRADE 60 MIN. Fy= 60ksi] a MONO OR STEMWALL ° z M - -_ - D' . T r FINISH GRADE 25" MIN. LAP [30" MIN. LAP] g =1 I I=TI I- ' I=1 I ITTI I In D• ° FOOTING MONO SHOWN p p °D p :III- -1�T I R ° -LI II-- _ _ 00 LU LLJ I '�' FOR CLARITY o ° D p o ° o-III-III-III-III-III 6 MIL VAPOR BARRIER D '�-1 I °' _ TI1-- T Z #5 REINFORCING BAR R 1 7/8 -I ITTIT (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 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#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r M , All o T o I I I-1 11=1 I I-1 I I-1 11= z -TrI-= I 7T- T 2 #5 CONT=T�lII�II II l-1�-#5 LAP SPLICE .5I 11 I D °=1 I=1 I -III -III -III -I • I =�f T= NOTE: g ° ° COMP. SOIL. (COMPACTED TO _D e *FOR BEARING WALL 1III=III=III-IIIiI111 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY - - - -_- 1=1 1=1 1=1 I ff" 1 I D1557) r, =11-III-III-III-III-III-III-1=1=III-1=1 1=1= -1 4„ 1'4' FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ` ° ' � a � � GRADE III _ -(1) #5-REBAR w/ OPT. -7T=7TI=jTj=�= - 1=jjT I 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13 O.H.D. RECESS t4 ' L ... .. a.' II -III 'a '+ '.�• = I A•� SEE A/S3 OR J/S6 - T I I Ir FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 21' HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT - ¢ INTERIOR 4. -3 1/2" a a •' 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 c �- 00 N co 6 BARRIER - - - U- rIII I �= �-I 11=f11•=1 I= f�l TfT Tr I�f.,�T 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. ON 3" CHAIRS 36"MIN. LAP [36" MIN. LAP] 10" (TYP.) 8" 1' 4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. CJ'3 SCALE: 3/4"=1'-0" CJ'3 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. SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN a - - _ SEE ROOF PLAN , M c I (2) HTS20 FOR STRUCTURAL :- T_I=TTITrI TI E BEAM SIZE & _ r r a CONNECTION INFO I ° M en 1 2x4 #2 SYP P.T. FRAMING w/ = MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - - g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w 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:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2"GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ., EXTEND FILL CELLS c TO FOUNDATION PAD INSULATION PER CHART ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. CONT. BEAD SEALANT ;a 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH T `'' �., w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER / COMMUNITY SPECS ao 2 C7Uj z l=_ W 1- a w p o _ 11- � GRADE a = _ __ _ ° a _ 1= a °• =1= rl==' =I' W 1 =1 11=111=11= Z -11= • '' • °• - -_-_' - z_ ¢ 1; - ° - - - "' 2 ¢ - 0-0 FIN. FLR. qv OOOpJC e ,. ,��0000000 •- - Rime] 1-I-111-11-I 11=11 11-111-I 11- - W I I III-III-111-11-I 11 111=111=111= FOOTING 11' 111111111� 111111 j 1111 ,11-III-11 I-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CN .. P .• N 0 r-< 04 .''�a OFEgSI "fit IIIIm kill"`'`°`� 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a oog o 'It � r-00 -CNW� N V O0 O to OM N N C �� cp N LL LL E O N - M M N ° 7LJL J W - L d ° Z N �Nm1a ��'i� -0 as WLu O 00 10, in° ' o 012 m o a W Z E T O v N° J 2 ao N Q M Z O F J Z ❑❑❑❑ W � ch z N o 0 0 z o ¢ v J C7 d N � M z � o [` 4-J cn Ca W a U O N w ry o o JM � � c) L,J= E 0 3 zl'... I;I v o ¢ o m o c0 J w z M N < o z¢ J Q Eo E 65o oLL z g �® ¢ o0 �- - xo a0 �0 U oz CDa E C:)a zo Q z �w L rB Cn O o fl F p Oz1 _ C: J y m Q W 0) a 8§ Z -z d ww 0 CD o� =3 cfl v is a � ° 3 0 cM = >M CC L ai co CD •> C 00 CIO N ^ J C) 0- o 70 (0 w` m Ln .� Z N r L! T Q� N r T i ui 00 /�/ T CM o Z CC Z E O N o, C a v _j ¢ o JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. S3 (MONO)