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f 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" Q.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl 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 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (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) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT, s V-6"• (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT FOR 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 APPLICABLE. z �, 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @FIELD O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS AT ONLY" SIMPSON SP1 w/ 10 10d NAILS ( ) @ 6" MAX FROM END OF 2 x PLATE 5/8 x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE (1) LAYER TYPE II #30 ( ) (2) #5 CONT. ON 3" 6x6W1.4xW1.4 CHAIRS TYP. (TYP.) �' r> - co „ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH _ ELEV. 0 0 OIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ;WWF D ° (2) LAYERS TYPE I OR TYPE II ° ° 4 ° A.F.F, O.C.) 2" WWF OR FIBERMESHX ATTACHMENTS 2r� OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. -I I �I I I=III=I m ° D D I I I I I L= i=_ -_ - D .. - h , _ III �_-I I I I I I I =1 I 1=�- *- ° ° ° a° ° a °a a ° ° ° a ° ° ELEV.-0-31/2 z 31/2"MIN. 31/2"MIN. FOR UNDERLAYMENT REQUIREMENTS SEE R905. ' �I I �I I I -I ' 1= - - ° - - I L I ° ° ° ° ° ° 2x4 CONT. ° LL A.F.F. p b • ° D• D ° PRE ENGINEERED WOOD TRUSS 24 O.C. U.N.O. -I -III III -I -, i 1=1 I 1-I I=1 I=1 I-III=1 I-III-� I -I I r •'=T ° ° ° ° a 4 ° � a ° o � ° ' I � I=1 � I=I � I= I � 1 /2"(min.)- -III-III= 4" ° III I � �= ' 1 /2"(min.)- 4„ 12 @ HURRICANE ANCHOR @ EACH - III=1I I- I I -III I I=III { I I=1 I I (�) I (=III=I I=) I I I i=I I ' � ° ° � I° ° ° ° ° a N ° - - - - ° �• 3 1/2"(min.)- 4" I I -I IIt. III I I- � 31/2"(min.) - 4" =I I I=I I I I 1 I - {TYP.) VARIES TRUSS (SEE UPLIFT scHED.) w/ =1 I h ' �i - I I I I I I 8 - ° GARAGE ° ° DEPTH VARIES -) III T I I -_ 1 I7 -T=III I I=III=III=J I �J=1 I f I' ' 1= ' - I II -I =1 I -I I I III=III=I I -III 111=1 I ' 11= METAL PL. UNDER EA. TRUSS ° ° ° -I I =III=III-III-I I =1Tf I I �I ICI I I=I 11=I I -I I I- MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ "' I i'1-4;'-"' 8 {2)#ScoNT. "' "' „ 4 8N. INSULA ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrc U.N.O. TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „= ,- „ 33 SCALE: 3/4 -1 0 33 "'SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP o �s 0 STRENGTH CEILING EDGE BOARD PER CODE (R ALUMINUM FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING e GE GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE W/DRYWALL 2x S•P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS 7" O.C. @ EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY �o cON��N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. NOTE: 7WALL INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 2x BLOCKING 3rd PTS FOR. SEE SECTION CiS3 FOR @ 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 PLAN SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB MIN. (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "" " x BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8 x6 J BOLTS BOLT PLATE WASHER TYPICAL PLATE W S �� 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR #, MIN. 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 SPACE ANCHOR �� BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w/ (10) 10d NAILS �, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR 1¢- w END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL TYP. ASSUMED FINISHED •� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR d U 1x2 PT WD FURRING @ 24" O.C. FINISH ` GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] � I I=1 I 1=1 I I � N D D • D . - �. ° • z FINISH GRADE °O 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° FOOTING MONO SHOWN o z - M - - - a - 1 I F=I I D' _ - 25" MIN. LAP [30" MIN. LAP] I-III=1 I I -I I - ' 1=III-III I I=1 D ' ` III I =III-IT_i=1 U.N.O. FOUNDATION PLAN FOR LOCATIONS) °° FOR CLARITY ° p p o °o I=I _ O° 1I=I I I=1 I I=I 1I=I I =I 6 MIL VAPOR BARRIER - I I R I o. II I I E=i I I=l I= I -_ °° ° 'r I�I=_fI=III=III-, N z I �I I I III=J I -I #5 REINFORCING BAR w R 1 7/8" c I I- I i-III-I I=III I=III I I -I I(=' -III III=T L=III III=I I I 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° I I D 1=III=III=III= NOTE: ° D =III=) I=I I =I I =I II- z =III= I I I ° T �j - - - rr� #5 LAP SPLICE (2)#5CONT. „ ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH g III=I FOR BEARING WALL I=III= I=III=III= =I - i.l I=III=III-III-I r c , COMP. SOIL. (COMPACTED TO -_ D - I �f I' -I 36" MIN. LAP [36" MIN. LAP] 8" 1'-4" 8" (TYP') FILLED CELL TYPICAL W/ UPLIFT ONLY - -__-_ _ 95% MODIFIED PROCTOR ASTM I �= I =� I= ( I I -I I hI 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR U) _ _ _ _ _ _ _ _ _ _ _ _ =I I -I I -I I= =I = I= - - =I -III=III-III- -� I -III -I -I I -I I=I I=I -I -I I-III=III=III=I _ _ -_ - I I=III-'' T III=III D1557) I-is7 I r- 4" 1'-4" I I1=1_I 1-1 t - I r-t n #6 REINFORCING BAR #5 STD. 90 HC10K MUNICIPALITY. TO CUT BLOCK OR POUR -III-III-III_- - -III-III=III= I i- #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 t1 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF"'� WALL W/ UPLIFT rG W1.4XW1.4 WWF OR _FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE _ ,_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3�7 SCALE`. N.T.S.N.T.S, S3 SCALE: 3/4 -1 0 33 NI SLAB INFORMATION. SLAB INFORMATION. r,_ �I ° ° D co I 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 D I -I I 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPORI I D f I = - z I� min. 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER _ -I C I I �,\ -� N a 'v _ - - d- a O° - GRADE AT 24" O.C. MAX. SEE PLAN FORK xx CONNECTION INFO & LAYOUT DESIGN e . ° COMP. SOIL.'- (COMPACTED TO 95 /o - � - - - - - - - - _ _ __ _ _ =tTII I i I -I i I I i I =1- TOP OF BEAM T-1I I= d a-" " I �I f-1I I= I III _ _ - �- -(1) #5 REBAR w/ OPT. SEE ROOF PLAN - - a d d I IIT_I -i M MODIFIED PROCTOR ASTM D1557- _ _ III- I I=SCRE ENCLOSURE =-' '' (2) HTS20 FOR STRUCTURAL _ - --d a `�' - 3" MIN. CLR. -I I_ III EI I I I- I }- I I� I I-1 I - - BEAM SIZE & N ° M , (2) #5 REBAR CONT. 1'4' (1 STORY) 4" i CONNECTION INFO . a _ ON 3" CHAIRS TYP. U.N.O. L4-V-8" (2 STORY) STD. 90 NOOK SEE ( DETAIL) MIN. 2x4P.T. PLATE I I 2x4 S" P.T,FRAMING w/ III- 1=I = - � ' 7/ MIN 7/16"O,S.B.SHEATHING SEEA/S3/J/S6 �' '�'�h"- 8�� TYPICAL WALL SECTION 0 q TYPICAL THICKENED SLAB EDGE L � 7„6° O.S.B. Z .B ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 "EspEq�" w � SCHEDULE OPTION #1 SEE TYP, WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMN LOCATION > > 6x6 P.T. #2 SYP P.T. 2x � SLAB INFORMATION. HOLD GYP. BD. 2„1/2"F ui FROM SLAB LU ABU66 SLAB STEP & RECESS S.G.D. M 0 0 .1 CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND .: ° : " : INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE WALL AND PAVERS / DRIVEWAY EXPANSION JOINT d". 3 1/2 d . SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILLASONRY w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _ ° A' "' GARAGE ATTACHMENTS & 18/D1 O.C.0C PAD FOOTING PAVERS z Tom; - CONCRETE NAILS W 1 1/2" 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS If M EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART SQUARE CMU BLOCK BASE, TO FOUNDATION PAD MAT REINFORCING. ' .. "-'�' '' ' • �.� ° 1 CONT. FOOTING STEEL r ' -III=rII I ` '•; ` ,, ° I I =�_ T °- �_=� PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT C SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS Cl) oo Z GRADE ° 4 TENSION 120#) CONCRETE SLAB E FILLED SOLID PLAN FOR a .� : (' 6oI I I ": I ��' 50 6 6 W1.4 W1.4 r, (SEE a =-III=III =III=III-I �- x x N SIZE AND REINFORCEMENT) ° °• �= = _ '•a : ' 1 I -III . -:a. �,' . ;' . -I 1=I I .� I -III - _ '� WWF OR FIBERMESH �, °° ` _ d ' I=- w o= p w w -I I -I =III= w III -III I -III -I I Z �" ,.•: ; , T=1 �i I I • .� :. ' . T-�-ii ^ ;' I I1= 1=�I - Ii=I a a BRICK PAVERS or SLAB PER p o -III=I ! �'a a -_ _-_-- z -- SEE A/S3 OR J/S6 I I I i l II I �- SEE A/S3 OR J/S6 I I r=I I I I I 1113" 0'-0" FIN. FLR.� COMMUNITY SPECS -r - _ = co 6 MIL VAPOR _ = _ - = l = __ - I �T I I I-1 I1=1 I 1=1 I 1=T1 I - w -I =I I-III=III=III I I =III=III-= -I I I=III=III=I I = FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. MIN. CLEARANCE BARRIER ; I =III=1I�IfT-1T�= I= I I I-III-III=III=III � I III BEYOND 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) -III I I ( III I I hT I- - -� . , '` "' . ' ..;.: -III- PAD REINFORCEMENT it =III-III=1 i-' ' 3" MIN. CLEARANCE V ' 2 STOR ( ) V-8" 2 STORY) ( ) 4" 4° .•°•y • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH - .� .. ,•. CONC. PAD INFO. SCHEDULE !litSEE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rKN TAPERED COLUMN FRAMING KCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 314"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. zf ago UA CG a ` fPl1Eli8t � 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. Q 0 U 10 pop N N !, .2N @ ai !n O LL LL J a f - 'Q (a LL LL a s Of 0 zc a Edo O IYm 0,N ¢ a v°)g9jO' Z LL U 0 N m Q OU ❑I71❑ W N �o Z � N z o � J !Z � N M z U' o �N 0 L. a>v) ct�! �zN W J I V O N c U' Y ¢ O N O� IIII� o Q w M Z o ii2 z G �_� coE ca- E >o ia F C o E X U a &� N FL-G �o az �ui C C Z Y U ro 0 0,X z " -"' h m `d 4 W z cn 3 L ca-0 a U z o Q U a <� � ¢ a= ti =3 CD w w� L� >0 cfl d zIG a C 21-1 W i M �/ N L� i 4i 2 m \ co co CM J O /C^11 U T CO �O CS% LO Ch r L0 r T 0.) 0-) M c w (y) � CV o z z Eco to t a U ° Q p JOB NO: 20-6583 SCALE : AS NOTED SHEET NO. S3 (MONO)