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A f Y(1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ V-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 (1) LAYER TYPE 11(#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 o e (2) LAYERS TYPE I OR TYPE 11 Yp (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. T FOR UNDERLAYMENT P - ' REQUIREMENTS SEE R905. PRE ENGINEERED WOOD e _ TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH - - (NP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA TION 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 „ ,�r 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR �" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"xl2" 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.) 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 = x3/16"PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"xl2" TITEN HD @ 24" O.C. Zx P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0"AIN OR 5/8"F7�x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL IL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2„ 6 x 6 W1.4 x W1.4 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH �� q ° ° ° ° , q ELEV. -0'-31/2" °q ° q A.F.F. Q p > p Ayr 2x4 CONT. g U_ _ e 1/2"(min.)- 4" _ o;08" T1/2"(min.)-4" ° ° ° qG ° 0 to ° -�N ' p •. 'eGARAGE DEPTH VARIESq°31/2"(min.)-4"-31/2"(min.) - 4' 4 ivy (2) #5 CONT. 4„ 1,�1„ 8(2) #5 CONT. 4" ' U.N.O. MIN. U.N.O. MIN - GARAGE SLAB AT STEP B TYPICAL BEARING WALL C@ STEP C@ SHEARWALL C TYPICAL BEARING WALL @ STEP rcc SCALE: 3/4"=1'-0" S3 J "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. GOr" � o i c ecs 1�Ecs� ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c �'� (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS 8 C.M.U. FORM SUBMITTED WITH PERMIT /' ` ( ) EXTERIOR WALL FOR WALL HGT. s 8'-6". 2 8"x8"X16" KNOCK -OUT APPLICATION NOTE: ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION CIS3 FOR FOR WALL HGT. > 81-6". 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 c�.t LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) .GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16° (10)10d NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) WALL SEE LIFT ON 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD W/ 7" MIN. TENSION IN. SHEAR _' TYPE "S" MORTAR (6)1/4 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR E *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH - :a ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS w e ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° FINISH _ n . ' t+ GRADE 40 MIN. F = 40ksi � 1x2 PT WD FURRING @ 24" O.C. GRADE �t z #3 & #4 LAP SPLICE y o " fl [GRADE 60 MIN. Fy-- 60ksi] � p . (1) #5 VERT. IN FILL MONO OR STEMWALL Z r> ° ,. FINISH GRADE 25" MIN. LAP [30"MIN. LAP] a 1/2" GYPSUM WALLBOARD _ g I CELLS (SEE FOOTING MONO SHOWN o D o � W U.N.O. FOUNDATION PLAN - - - - - C o ° FOR CLARITY ° 6 MIL VAPOR BARRIER e. 1=1 11=1 1=1 11=1 11=1 11=� __ z R 17/8«j FOR LOCATIONS) o °� _ _ _ _ #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° I -III -III -I I 1=I I=1 11= ? ° ' #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION D p P I -I I=I 1=1 I=1 I I -I I =l I • e ON 3" CHAIRS NOTE: g III -III -III -I I I -I I (-I I E cv n 36" MIN. LAP [36" MIN. LAP] 8« 1'-4« 8« 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL -i r COMP. SOIL. (COMPACTED TO (TYP.) I-1 I I-1 I I-1 I -11 I I I- FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ _ __ __ =1 95% MODIFIED PROCTOR ASTM WrWTIL' 10"MIN. 2500 PSI CONC. SLAB W/UPLIFT ONLY _ --M AT GARAGE CONTRACTOR I I I=111=111=III=11I=1 11=I 11=1 11=1 11=1 I I=III=I 11=111=I 11=111=11 1 D1557) rrr MIN PSI MAY VARY PER TO CUT BLOCK NTRACTOR -III, ;III i1111 II II II I11II I I=1 I I=III- I E II II I I II II I II I I1 it 1-'' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE -III-III-III=III - - #6LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF_� WALL W/ UPLIFT G W IA&vv IA WWF OR = DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION. S. (V eo = Z M ;r e 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > i T min. 4" BARRIER D D �t 1 N - ° ° e ° GRADE COMP. SOIL. • T O° _ (COMPACTED TO 95% r(14),15 REBAR w/ OPT MODIFIED PROCTOR ASTM D1557) - (2) #5 REBAR CONT._/3" MIN. CLR.V-4" (1 STORY) 4 « STD 90 HOOK (SEE ON 3 CHAIRS TYP. 4« V-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS � z :..: •.. - r SEE A/S3 OR J/S6 W FOR REINF. INFO. 3" MIN. CLEARANCE 1 " (1 STOW ) / 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, BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS E !�t N N .. Cl) e •• r' .:• 4„ °Q T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT 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 �-E I )E - 1=1 I =17... �' I -III- 111=1 6 MIL VAPOR =-_ �'� BARRIER - 1L 1L ti ll -III=1 I I. F =1 I I=1 I -I I- I I=111=1 I I= _I I , ,III III, III ; Ill - W 4" INTERIOR WALL SLAB STEP NON-BRG. K. SCALE:3/4"=V-0" �,,S3 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 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. " FOR TRUSS SEE PLAN FOR " _ " CONNECTION INFO ° TOP OF BEAM = " &LAYOUT DESIGN ° SEE ROOF PLAN e N (2) HTS20 FOR STRUCTURAL _ BEAM SIZE & _ N °' E � G CONNECTION INFO " 4 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 c Q 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. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS GARAGE ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING 1l2" 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 � d. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS ? RA a ° -j E FILLED SOLID (SEE PLAN FOR = _ _ _ 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0 ;III=III ° °• I=1 I I=111=1 I I=I' WWF OR FIBERMESH �' Z w 0 I=111=1 I I I=1 I I-111=III w LU 1 1=111 I 11=111=111 Z ° a BRICK PAVERS or SLAB PER 0 w U) w 00 = -111=1 ! • ° a = -- _ - z COMMUNITY SPECS wCn -- - - - - -- "' 0-0 FIN. FLR. 1411./ I �=1-111-111-I � I-111 I I 111-III-=- FOOTING III III -III -III -III -I I III-III=1 I i_ I-1 1=1 I -I I1=1I I I I BEYOND PAD REINFORCEMENT -III-III-I-' '- (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 0 0 0 2 f}��{ z N z z g Q cn 0LL Ow LU U IOc N N V�1 N z Z � r J LU a z a s W LU V a'' ZO y o+ �tin�►r�i�0 as `0g, N � LU 14 :._ • v `j ',3 ;/R O F E S $\O \\\ /�II1111o0 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 Cade - Residential 0th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o CID M z 2 o 55o ZW Q IE E O �° wz » Z® on O E 01 �� ¢ Z O i N ao Wi ms -0 M C = Z. o oz iz z J a w o W t�i 3 0_� U� Of � W �G o CD CO � zla a x v 3 C o T >M ^L W LO ■� T M 0 CL m C MIT T � O � r � _ r O 2 LC) O 0 T 1"- (D T M N o E ' M y E 0 Z m JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. S3 (MONO) ;,;