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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / 5/8" OR 1/2" HIGHS" STRENGTHCEILING 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 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 L0 ° (2) LAYERS TYPE I OR TYPE IIIII (#15 OR #30) UNDERLAYMENT - °' . a D 4 FOR ROOF PITCH 4:12 OR LESS. T PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. _ I zz/;HURRICANE ANCHOR @ EACH - - r= i TRUSS (SEE UPLIFT SCHED.) W/ 8" - I - 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 ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL �F►NISH 1x2 PT WD FURRING @ 24" O.C.-� 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W`1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 M 6 MIL VAPOR > BARRIER ; D 1 _z g COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 1 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS 411 _ SEE A/S3 OR J/S6 — FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 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. FBI �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE'T @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U N.O"OR 1(O HIGH STRENGT4W/, GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR �" GYP. TYPE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE R S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O. EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"1 TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 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 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 11 ° A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" ° ° 31/2" MIN. 31/2" MIN. ° ° ELEV.-0-3F1/2a a " 4 , ° ° 4 2x4 CONT° e ° A..F. 0 ° o = , ° ° - Ir� 31/2"(min.)-4" ° d ° ° N °C -rr rrr 0 •' r ° ° ° a ° 31/2"(min. -4" - - - GARAGE DEPTH VARIES d ° ° ° -•T ° ° ° g ° �" ' — (2) #5 CONT. ,-qTr rrr 81 r GARAGE SLAB AT STEP B TYPICAL BEARING WALL b STEP a SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. VC-S. M �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH ,=rl ° - 1/2"(min.)- 4" I.nin i 1-1 11='A1==11'=11`=1 • �� =11EE11, n�1=1 • r� ° SCALE:3/4"=V-0" � S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \44 M�N� Jobs LOAD BEARING OR INSULATION PER FBC AND ENERGY \,/ coN (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` NOTE; FOR WALL HGT. _< 8'-6". (2) ROWS 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8'-6". SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 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 SIMPSON SP1 w/ SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600# c ) *SIMPSON SP1 SPACED EVENLY 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 E 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE �, WWF OR FIBERMESH TYP. r ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w ° , , ' ' 11 GRADE �, �— ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi U a 0 MONO OR STEMWALL ° ° � -0 n = FINISH GRADE 00 � 25 MIN. LAP [30"MIN, LAP] [GRADE 60 MIN. Fy= 60ksi] a — — � . D . • — —; 4 FOOTING MONO SHOWN p P - °O - l - - FOR CLARITY - - - 6 MIL VAPOR BARRIER e. ° R 1 7/8" rn r-r I - 1 - D D °D I=1 I=III=I I1=I 1=III=� . . ' N Z #5 REINFORCING BAR - -LT — p ° p 11 I -I I I-1 11=1 I I-1 I I-1 I I- ? ° ' T #5 LAP SPLICE (2) #5 CONT. -I NOTE: *FOR BEARING WALL ° ° P° 0 1=1 g I=1I(=III=I 11=I I I=I I I=I 11=I I I=1 I M 1-I 11=1 11=1 11-III-III- `" 1 I=1 I I=1Ili T COMP. SOIL. (COMPACTED TO • " ° ' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4" 8" W/ UPLIFT ONLY = - - ___ 95%MODIFIED PROCTOR ASTM I 10" I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 1=1 11=1 11=1 I D1557) IIIII=III=III=III=III=III=III=IIIF1 -III-III-III-III I I-1 1-1 I I- �'- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HQOK TYPICAL INTERIOR BEARING - - ;III-1 #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. / 0 ",I - Ihiu�11�11�11�11��11i�11�11E� • • MIN. TYPICAL THICKENED SLAB EDGE KT SCALE:3/4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13' •� O.H.D. RECESS N M cM ti . � r qr1 • T SEE A/S3 OR J/S6 , FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAMM a INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a0 e °P E - 6 MIL VAPOR T BARRIER 1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) = FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR •' „ = CONNECTION INFO ° TOP OF BEAM IV & LAYOUT DESIGN o - SEE ROOF PLAN c ° <' • " '• ° a (2) HTS20 FOR STRUCTURAL BEAM SIZE & Tua" CONNECTION INFO T ° a M - 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 = a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 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 c� TO FOUNDATION PAD _� ; INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ao z GRADE FILLED SOLID (SEE PLAN FOR _ TT=_ _ = a a _� 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� ;III=III =III- ° °•=III=1 I=11-I' rCnI WWF OR FIBERMESH ; z H w o I I -III-III-) I -I w I I -A ' a BRICK PAVERS or SLAB PER o w cLU U) w 0 0 = -III =1 I = • • °• -III -III z z qa - - 0'-0" FIN. FLR. COMMUNITY SPECS " -- ° _- - -- =1 151 III d I I -I 11=1 III -III -III 11=1 I I -III -I I I I I MI I I =- w III-III=III-' FOOTING �I•;IIIIIIlTillllll III=III-' BEYOND - : ' ti ..•. ; . :, PAD REINFORCEMENT ,ll 3" MIN. CLEARANCE (SEE SCHEDULE) q" q" ' •' ; r• ..-1p°I — FOOTING WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" 1 S3 SCALE: y'•''•-0• SCALE: N.T.S. S3 rb _ ,O"t-IIIIA ri iE 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 - Residentiai 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N cp °'gyp iLLt ci 0 N I -, GND J W A LL J j u- N LL G 0 N M W IL w w >g'" a� 6 CcZ ;� mmo 2EcP spa UM=W 0�Na goy N a CC;,,z J z U ° ❑00 W z C14 "' z g J C7 fi N N z LL LU 0 N c U m ccoco �Q o W co J zo z � Q E o V CU o �z Wg o E O N �z t00 wz �w ram+ L vJ C v ¢ o .q '° m Zz z J m <W �z rn t W 8� z U W c3o WW ar �K oa W 'dam o mot' zl�a � 3 L o� � ._ CIOfY U 00 ; o 1� O a o C7 CD I— m 0 1 r CC 04 T� N O LI t— 00 LO E A:: T M h IUD o ? Z c E Q E m v c it U J Q JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. S3 (MONO)