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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 j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B CONT ON V (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS 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 3" `= (1) LAYER TYPE II (#30) (2) #5 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I I=I I LEI °° D ' I (='. I FOR ROOF PITCH 4:12 OR LESS. I I I-1 I I I I-11 PRE ENGINEERED WOOD -I I I �I ° — "I=1 I I I 11=I I III I �I 11=1 I �I 1 t=1 I' TRUSS @ 24" O.C. U.N.O. r HURRICANE ANCHOR @ EACH Zzz TRUSS (SEE UPLIFT SCHED.) W/ g - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ;,__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. ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5 HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) GARAGE GARAGE W/A HABITABLE ROOM O EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 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"xl6" 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. 11 1/2" CDX PLYWOOD OR 7116" O.S.B. (12)10d NAILS "J" U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR II EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"0/16" 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 @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" I SLAB & BLOCK . 5/8"° x 10" "J" BOLT @ 24" O.0W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS �- r - �i 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND it ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 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 A.F.F. O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 2rr \ WWF OR FIBERMESH ° ELEV. 4-3 1/2" 1-- -3 1/2" MIN. �3 1/2" MIN. I c4 CONT-.b ° A.F.F. o 9z ° I I=III=III= I'3 v2"(min.)- 4" p ° _ ° I I �I I �L-'31/2"(min.)- 4" _ GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ° N00— — ° —I —III—LI l- 1l 11 1=11—, ,III—I'I ;TI � I• 3 .—,— =1 =' 1 I i31/2"(min.)"(min) - 4" -TI I T —1 1 1 (2) #5 CONT. 8(2) #5 CONT. 4. V-4" 8" �I ICII �I I — I I I U.N.O. MIN. U.N.O. g TYPICAL BEARING WALL STEP SHEARWALLK�C� TYPICAL BEARING WALL @STEP CC S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 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 \12-N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEET . RADE LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY , GCN(S1 EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 8"x8"X16" KNOCK -OUT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR C4 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 HOOK 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 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 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ARCHITECTURAL FINISH TYP. ASSUMED FINISHED - - D D PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi 1x2 PT WD FURRING @ 24" O.C.- G N �r D ° .D _ z #3 & #4 LAP SPLICE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL r> - -0 D. FINISH GRADE O0 25" MIN. LAP 130" MIN. LAP] (GRADE 60 MIN. Fy= 6oksi] U.N.O. CELLS (SEE FOOTING MONO SHOWN - I — FOUNDATION PLAN FOR CLARITY _ °O 6 MIL VAPOR BARRIER D °n_ ° — I = °° R 1 7/8" FOR LOCATIONS) o ! — I =I N Z T #5 REINFORCING BAR —� NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR J BOLTS 6" MAX FROM w END OF 2" x PLATE � D LJU w Ij--jl.�_I_ I —I LLJ ' IlA (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#) S E 6x6W1.4xW1.4 CN WWF OR FIBERMESH A. P. >— D:A— L�I I I 1=1�I 11 III III=III—III—' r 1x4 P.T. BASE NAILER ° ° III I I'G- �I i= ? , • ° T �� #5 LAP SPLICE <- I (2) #5 CONT. =III=111=III I1=III Ih 4"x4" INSPECTION -1 ,_, �I 3 1/4" BASEBOARD PORT AT EACH N*FOROTE BEARING WALL D III - = li li T COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL —III III e W/ UPLIFT ONLY _ 95 /e MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR =1 ! I I—III-1 —III =1 —III=1 i— D1557) MIN PSI MAY VARY PER cn =1 —III -: —III — =1 =III f_�' 4" V-4" MUNICIPALITY. TO CUT BLOCK OR POUR —III='' = ! III —III= CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD"� TYPICAL EXTERIOR FRAME WALL FOOTING W1.4Xw1.4 WWF OR � DECO FINISH 4" to 6" "FIBERMESH" 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" aSLAB INFORMATION. SLAB INFORMATION. CV b r ° p a Z ° r °o Cn � _ �(__ - I 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 6 MIL VAPOR D = Z min.) 4" BARRIER C 4 a ° c ' p • • I= N a •v GRADE COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION KA SCALE: 3/4" = 1'-0" Q3,) OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS 'T z M � •� Trig jj 4" 00 •y T •�T� I I SEE A/S3 OR J/S6 Im 1 MMT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 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. _ _f. (1) #5 REBAR w/ OPT. I— 11 1 11=I 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 C ' M 00 e. r41I=1 �I I SEE A/S3 0R J/S6 --- -1! I I I �T-,,, F i I I t t 11 F FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2, 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT INTERIOR -3 1/2" v° CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ <A 0?r- co C M 61 BARRIER -T 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" ��S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" V-4" 8„ 10„ #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.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR CN e . TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN c - - -° ° e °Cn (2) HTS20 FOR STRUCTURAL BEAM SIZE & I ! CONNECTION INFO ch I ° 4 — � PLATE O.S.B. COLUMN LOCATION r .) - • I III_ 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING T2F z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL j J 6x6 P.T. #2 SYP SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 WWF 0-0 FIN. FLR.�A o%000, r •,%%%o%%piip FOOTING v BEYOND PAD REINFORCEMENT — I'-1—i —'' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 Illik ' 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. WE F Q 00 co U N N_ it 0 R N LL I'-y , 0)� 5 G J# Lu 05 r LL J a LL Q 13 >>>> yMM W V% JLLLL aa' c O _ m v 060 1%2 W C13 m m m 7 .= ,z¢0a � J 0 Z C) 0 M Z 0 W N U OU og z N z o � � Q J N z LL 4-1 n O N w sOft =D N — E S U c En Y N M • �0 sm r` C:,JW M M p Z C, Zo ca ` Z� CU `>•I g OU 00 U Z CC) 3 °do wz i �' ¢ ❑ m 0 N �� ox Fr oLL zF z fn m ¢I 0 � Z2 a0U � a W U _N a� O � wa �0 a �N 0 = >� ^L, m W '' m CO C U O co o C) T C:)J N r-- T 2 T L i r CO rn T- T- oo N N o Z M Z j E C) Vl �- U JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. S3 (MONO)