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I. 11 P I ' _ I ' Irq IT1''11"II111 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT, FOR WALL HGT. <_ T-6". (2) @i6" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 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" 0/C & c_ @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT, OCHAIRS N 3° 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF ) WWF OR FIBERMESH (TYP. M PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II a (#15 OR #30) UNDERLAYMENT °' D 4 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ' _ TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION 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: 3l4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING III,EDGE n 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) GARAGE .) (OR / GYP. TYPE "X @ 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 3l8" 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 wl 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. J 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"4/16" PLATE WASHER (TYP.) WALL.HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 5l8"x10' WEDGE ANCHOR @ 24" „ x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2�� WWF 0' 0 �31/2" MIN. �31/2" MIN. 1 a e d c Z ° • e a , d ELEV. -0'-31l2" a • a d ed ° ° e e e d A.F.F. $ ' - , • • • e e 2x4 CONT.d a _`J L jr I>•. • . - 1/2"(min.)-4" _ > • / • 1/2"(min.)-4" e 4 0 ° I I a a 4 e d e e e N ;0n -rr n 0 •. - I � n "- • 1••--,.• •• - 4 4GARAGE DEPTH VARIES a 31/2 (min. - 4 31/2 (min.) - 4 J g (2) #5 CONT. 4„ 11-4" 8" (2) #5 CONT. 4" 4 gn U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MI SHEARWALL (,--C� TYPICAL BEARING WALL @ STEP K`CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'4" IIIS3 SCALE: 3/4"=1'4" S3 OS�CV BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?CIS t�E GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS 16" O/C �s SCREWS 7" O.C. @ @ \ �0 M� N @ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cc� (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL FOR WALL HGT. ,s 8'-6". 2 ROWS 8"x8"X16" KNOCK -OUT 8" C.M.U. FORM SUBMITTED WITH PERMIT / ( ) NOTE: 2x BLOCKING 3rd PTS FOR 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR @ INSULATION PER BLOCK WI 1#5 CONT. ADDITIONAL INFORMATION 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 WA1/2" GYP- T. (MIN.) @GARAGE PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR „o „„ „ „° METAL LATH. FIRST 2 LAYERS 3l8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL _ 8" C.M.U. TYPICAL 5l8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 (10)10d NAILS NAILER BOLT INFO. 3RD LAYER 1/8 THICK. K.O. BLOCK 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON �° 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 3500#, MIN. TENSION 2600# TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ *SIMPSON SP1 (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) #5 REINFORCING _ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY FIBERMESH �' w/ (10)10d NAILS ` WEEP SCREED INSTALLED BAR a END OF 2" x PLATE WWF OR FIBERMESH IN 2x P.T. PLATE ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS > • oo FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR ' ' GRADE _ �- ° ° i #3 8t #4 LAP SPLICE GRADE 40 MIN. F = 40ksi M • . 1x2 PT WD FURRING @ 24 O.C. • a _ m - _ „ (1) #5 VERT. IN FILL MONO OR STEMWALL ° Z ; ; FINISH GRADE °O 25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a - - p a - - - 4 1/2 GYPSUM WALLBOARD - CELLS (SEE FOOTING MONO SHOWN o o = w ° s U.N.O. °P p _ _ _ °O 6 MIL VAPOR BARRIER I> > " °Q w - - FOUNDATION PLAN FOR CLARITY ° . n. R 1 7/8" �' - - - FOR LOCATIONS) ° D ° o I-1 I=1 I_= I = = I =1 = z #5 REINFORCING BAR - _ r 1x4 P.T. BASE NAILER D ° -1 FEI I I=1 I I-1 I 1=1 I I= z ° #5 LAP SPLICE (2) #5 CONT. - - 4"x4" INSPECTION D I-I117-1I 1=1I I -I I -I I I -I I • PORT AT EACH NOTE: g ° ° ° I =III= I 1=III=) I=1 I ` • ON 3 CHAIRS 8" 1'-4" 8" 31/4" BASEBOARD "' COMP. SOIL. (COMPACTED TO ° 36"MIN. LAP [36" MIN. LAP] (TYP.) FILLED CELL TYPICAL FOR BEARING WALL 1=1 I=1 I=III= � I -Ill= I � '- o W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ - - _ 95 /o MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB _ _ _ --� _ AT GARAGE CONTRACTOR III=1 I I=1 11=1 11=1 11=1 I I-1 11=1 I I-1 I I-1 I ICI 11=I I I=1 11=1 11=1 I I �I I D1557) MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -III; III �I III 11 II I II I II II I II it II I II II I II I I111I II II I II II I II II I li I I 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 H00K MUNICIPALITY. CURB DUE TO SLOPE - -i - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 x-NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG W1 4XW1 4 WWF OR = ^FIBERMESH° DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL E SLAB INFORMATION. r, v • ` 1 * �� 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► z min. 4 " BARRIER ; p 1 .0' • a n COMP. SOIL. T 00 - (COMPACTED TO 95% MODIFIED PROCTOR -� ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. .1 1'-4" (1 STORY) STD 90 HOOK (SEE 4 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0° S3 SEE PLAN 1 1/2" RECESS FOR VA I 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 v GRADE T SEE PLAN FOR AT 24" O.C. MAX. CONNECTION INFO ` " & LAYOUT DESIGN s a . T TOP OF BEAM (1) #5 REBAR w/ OPT. SEE ROOF PLAN ao �_ • a: ' d a S E ENCLOSURE (2) HTS20 FOR STRUCTURAL BEAM SIZE & . a CONNECTION INFO - 1 • a ON 3 CHAIRS I TP. 4" 1'-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION K"A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 314"=1'-0" S3 OPT: DEPRESS SLAB 5Y2" 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 q. z O.H.D. RECESS d • :. 4" oQ r SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1" (1 STOW) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALM • • : INTERIOR 4. -31/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ;0 C N- M 6 MIL VAPOR T - BARRIER _ I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S31J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE j ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > Cu 6x6 P.T. #2 SYP SLAB INFORMATION 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR g J w w ABU66 SECURE 2x4 P.T. BTM. PLATE wl 1/4"x3" TAPCONS AT 8" SLAB STEP & RECESS S.G.D. rM SCALE:3l4"=1'-0" S3 MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 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 M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS So g GRAD FILLED SOLID (SEE PLAN FOR = Tftzl I_I 1=1a 4 ` 6 x 6 W1.4 x W1,4 SIZE AND REINFORCEMENT) "' =III =1 I � _ ° ° °. =1 I I1=1 1=1 1- WWF OR FIBERMESH M z w I=111=1 a w w :II I -III -Ill =III= I=III w I I=1 I-1 I- ' BRICK PAVERS or SLAB PER go= z • °a z0-0 . 11 FIN. FLR. COMMUNITY SPECS - -I - _ _ _ "' I I--1-I I I I -I 111111I III111 _ -I I I I I -.-1 I -I I- w II=FFOOOTIN III I III III 97 ITT III II -pi ti .r .' • ' ..' PAD REINFORCEMENT „ 3 MIN. CLEARANCE ', '� �• ••• SEE FOUNDATION (SEE SCHEDULE) 4" 4" 4 ' CONIC. PAD INFO. FOOTING WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING 12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0° S3 SCALE: "'' •''-0• SCALE: N.T.S. S3 ,, ��'.filltla lll�hi .cZ N 1 . To the best of the Engineer's knowledge, information and belief, the structural plans and spe fflestions contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edlbon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 04 N J 7 # W a tor` 'LL LL a 04 aj M W Yp a w � t W 1 IN inrn Q Z CL O to �C4 Ous z `� °" DOD W z z � z � Vl v -Np Z C (D s ■ •rJ w � 0 W w U Q A sr ♦o^ CJ M o Z o so =o Q Zoe N �o� If Lo ry �o z COD J�Z g0. N 1� 0g. >M IS 00 .> ram. > Q CMID In = CO T 0 O LO J N T _� Ln r 00 � r M T N H o Z c E O v 01 d U J Q 0 J JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. S3 (MONO)