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3 (53 v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) J @16" 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" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE 11(#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.)4111- WWF OR FIBERMESH PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT 1 I 1 �I m ' ' L I -I I I -I 1 0 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. �I I FI I L p _ �I I - I I I 11=1 0 • _-I -I I �I I I REQUIREMENTS SEE R905. PRE ENGINEERED WOOD �, 1 �,,,I TRUSS4U.N.O. I -_I I - HURR -I .II III �I 1�II I__ II III �I I-r 12 MR A @ EACH -I - I �I I I-1 I I I I • (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: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 11 �r "Em 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 (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 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". 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 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 318" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ SIMPSON 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 Cl) ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 211 x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 ° 4 A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH ° ° ° 0 �31/2" MIN. �31/2" MIN. ° a ° ° ° ° ° a ELEV. 4-31121, z ° a a 2x4 CON ° A. . w O b I T 1/2(min.)• 4 b •° 4, 441F.F ° T, t. =-1 = - - - ° =1 -I I -III - .- �t-t1 ° 31/2"(min.)- 4" III -III -I Ij TI-III- 31/2"(min.)=I I III i- GARAGE DEPTH VARIES ° -1- j ] IT -1 11=1 I I III-f 11= 11=III 7 I I I'' ' =111=1 I 4 ° ° - _a ° ° , g - ° - ° (2) #5 CONT. 411111 11-r r 811 (2) #5 CONT. 0-i I -I I-111 i-I i 1 11811 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL P STEP SHEARWALL C TYPICAL BEARING WALL @ STEP KCC SCALE: 3/4"=V-0" S3 "SHEAR WALL SCALE: 3/4"=V-0" IIIS3 SCALE: 3/4"=V-0" S3 �o BOARD PER CODE OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @GARAGE ecs'� W/A HABITABLE ROOM\2' 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/CN.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C M`�'�MJ�s SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY �cjNll o (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS FOR WALL HGT. s 8'-6". (2) ROWS 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 2x BLOCKING 3rd PTS FOR INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR @ BLOCK W/ 1#5 CONT. 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 PLAN SEE CC/S3 OR 04 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" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x W S BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " O.C. IF NO UP LIFT ON @ PLATE WASHER TYPICAL @ STD. 90-HOOK (SEE DETAIL) ( ) SPACE ANCHOR ( 2x P.T. PLATE W/ 7 EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/53) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ 10 10d NAILS @ EA. STUD 3500# MIN. TENSION 2600#) (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20 MIN. LAP [24 MIN. LAP] E *SIMPSON SP1 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY c� W/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r `1' 2x P.T. PLATE .; W c� I ARCHITECTURAL TYP. '- PER MFR INSTRUCTIONS ° b. o FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U ° 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE N °' _ _z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi a m ° p, _ o GRADE 60 MIN. Fy= 60ksi] -I t I-1� I -III p . , I f=-ITI=III=ITI #5 VERT. IN FILL MONO OR STEMWALL ° p ,. FINISH GRADE M 25" MIN. LAP [30" MIN. LAP] [ 0- (1) I III -I I h-1I I I I 111=1 I1=1 I I , T 1/Z" GYPSUM WALLBOARD coM - g I-III=1 I I 11= ° 1 I I =III -III r U.N.O. CELLS (SEE FOOTING MONO SHOWN o .=11_1=1 - w-T-III 1- FOUNDATION PLAN FOR CLARITY _ _ °O 6 MIL VAPOR BARRIER -�T o ° - I - R 1 7/8„ FOR LOCATIONS) D D o -) I -I =I I -I 1 -III I ��- N z T #5 REINFORCING BAR -I I i 11 I-III=1 I I=I I IJ=1 I j 1x4 P.T. BASE NAILER D p p o ° I- I- I- I-III=I = I I I :° I I 1 '' #5 LAP SPLICE (2) #5 CONT. 4 x411 INSPECTION -III-III-I i -III-III i ' NOTE: III-III-III=III=III=III- N II e �� L- 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL -III=III=III=III=III= I COMP. SOIL. (COMPACTED TO - FILLED CELL TYPICAL W/ UPLIFT ONLY - - - - - - - - - - - - - - -__I 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 D1557) co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn =1 I -I =I =I I=I =I I=I I=I I=III=III=I I=I =I =III-1 4" 1'4' TO CUT BLOCK OR POUR �-III-III_-III- I -III- 1 =I -III-� I -III= MUNICIPALITY, CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1 AVIAN 4 WWF OR = "FIBERMESH" FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4117-0" SEE S3 SLAB INFORMATION. I V 6x6W1.4xW1.4 Cl) _ - ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR P -I �r -_- _ 7 z_ min.) 4" BARRIER ; p 4 I a d GRADE COMP. SOIL. ° - - - - - - - - - (COMPACTED TO 95%t- I (1) #5 REBAR w/ OPT. MODIFIED PROCTOR ASTM D1557) � 1MNCLOSURE = =II I ipi... I -I II I I3" MIN. CLR. _11 j j= I �' (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1-4 (1 STORY) HOOK (SEE 4" ' , MIN. U.N.O. 4 " V-8" 2 STORY DETAIL) ) TYPICAL WALL SECTION KA TYPICAL THICKENED SLAB EDGEL SCALE. S3 E. 3/4"=1'-0" S3 3/4 1 -0 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS I DRIVEWAY IEXPANSION JOINT _ CONCRETE SLAB 14' 13" PAVERS O.H.D. RECESS z O.H.D. RECESS _E 1 ni M •I r` A co Fir �J=_j�- rl I I . •'pr •� •• 4n 71I" .• a: • ±,• �.•'. I i �1 I i 00 e.• OQ •. _I�I SEE A/S3 OR J/S6 SEE A/S3 0R J/S6 I I II i 1 1„ FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STORY) 1' 8" (2 STORY) V-8" (2 STC 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. P T 2x 1/2" GYP. BD. SCALE: 3/4"=V-0" ON 3" CHAIRS 36"MIN. LAP [36"MIN. LAP] 10" (TYP.) 8" 1' 4" 811 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-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 �N ° AT 24" O.C. MAX. x % CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN e TOP OF BEAM SEE ROOF PLAN o', : . ° a ° - - (2) HTSZO FOR STRUCTURAL d- BEAM SIZE & _ r 'T1 CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ I ( MIN 7/16" O.S.B. SHEATHING �I _ SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE t= SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION 2" HOLD GYP. BD. g w 1/2" FROM SLAB LU ABU66 SLAB STEP & RECESS S.G.D. M �Ol 1. _11 J ¢ CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 d • • e r INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE ° -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4'x3' TAPCONS AT 8" MASONRY WALL AND e GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING • e' ATTACHMENTS & 18/D1 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 EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. !Z�! ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT q W/ MIN. (2) #5 VERTICALS oo GRADE a TENSION 120#) CONCRETE SLAB FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� ;III- I ° °- ,. a T WWF OR FIBERMESH CO o n=� o I I_I I �I I I II II-� LU z - BRICK PAVERS or SLAB PER LU `w o o - � - - - - - - 0'-0" FIN. FLR. COMMUNITY SPECS " U) _ I �=I =I � I=III=III=III I I _ w =i I I=I � I-=- FOOTING -� ,. - � M 6 MIL VAPOR - BARRIER ---1�_-Ir - =1i f1=T -I I=I I=I I=I=III=I I=I I- 0 1 ... ....FOOTING ::. GONC. PAD INFO, SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING �C�D12 PATIO COLUMN FTG. DETAIL � �N GiiGii r .. f�1Wp��ell��>i ^ , 1 i S �:; a tj ••N r-L3� s �� 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 �F/ � oUE `cO° �• O� C n N J LL W q Y ram+ M-L � 'o U- W ° iii a FP U-�aa � W N LL N M W to c ai mU-as �O Z q C, 0. 0, 0 r- F 2 M W Z 2 E°'a) Jo a2 't B N p K 0 N N Q m Z U� - Z V ❑❑❑❑ (D z N O o z J °] d N N(D t" z C3 Flu V Vi Y W a Ow �N o 2 U Co m m t- [2E o S ! s. ll vw o o CAD W M M z O Z < J ,y CL E E ° z o �' �= 2 > � Z® o� CU H C x� .8 wo o� O N ao <omo ww �M CO a 'm Z E z W J 7M <w �m 0) fl gg LL 53 a nw W U � ¢s xG o �z w w =� >° V . Z1a Co > L ai m M LO L1. C O OL m I- 2 O t LO M Lo o N r ai m T �+� r o Z z E 10 m `m a U -i Q p JOB NO: 20-1127 SCALE : AS NOTED SHEET NO. S3 (MONO)