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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE ")C@ W/ 2-16d TOE NAILS @ EACH END s „ 2-16d TOE NAILS @ EACH END (OR / GYP. TYPE 'X GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT .) GARAGE GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID CONNECTOR 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS. 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. Ir 3/8" MORTAR BETWEEN SHEATHING W/8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN EDGES, ND @ 1D2" 01 C• @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •c SLAB & BLOCK SP SPT22 CONNECTOR "J" ��° n n n SP SPT22 CONNECTOR 5/8 x 10 J BOLT 24 O.C. W @ (1) LAYER TYPE 11(#30) @ 6" MAX FROM END OF 2 x PLATE E N _ - 5/8"° x 10" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) #5 CONT. ON 3" CHAIRS (TYP.) 6 x 6 W1.4 x W1.4 Cl) M 0'- ELEV41- (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (2) LAYERS TYPE I OR TYPE II WWF OR FIBERMESH 1. ' 0 10 WEDGE ANCHOR 2n x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 6 x 6 W1.4 x W1.4 ° . o (#15 OR #30) UNDERLAYMENT ° a ° . A.F.F. .@ 24" O.C.) WWF OR FIBERMESH WWF OR FIBERMESH . ° • ,• FOR ROOF PITCH 4:12 OR LESS. °' I I— I — m D . . D' I —I I — —I I = p T � —I D ' �� I r p a ° , ° ' ° 0 a a . ° . .q ° °. °.Q ., a a ° a .. ELEV. 4.31/2" ,� 31/2 MIN. �� 31/2 MIN. UNDERLAYMENT SEE R905. PRE ENGINEERED WOOD;2x4 TRUSS @ 24 I II ° 4 pFOR CONT. ° 4 a ° 1/2"(min-4" 00 ° . '31/2"(min.)REQUIREMENTS —T D P °• .. rs •' 12 ANCHOR EACH (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ °HURRICANE ° DEPTH VARIESIT-, 1/2n(min.)GARAGE - — _ u — Wi LU VARIES METAL PL. UNDER EA. TRUSS 81�- a . a. ° a - :°.. ° ° ° I ' I —I I =I I —III= I— —k1pyI�, I� Q g _ "'—u l " "'— I I— ' " MOISTURE BARRIER (2) #5 CONT. „ , „ 4 1-4 8 (2) #5 CONT. 4„ $n � TYPICAL INTERIOR BEARING U.N.O. MIN. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFTTYPICAL rGGN)iGARAGE SLAB AT STEP B U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C BEARING WALL STEP @ rCC NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION "= �- �� SCALE: 3/4 -1 0 53 "- '- " SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 _ , SCALE. 3/4 1 0 S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. — ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING DSEcc� W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. �M SCREWS @ 7O.C. SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �� MAN ors (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ i6" O/C cpN� ''� FOR WALL HGT. < 8'-6". 2 NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS INSULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR 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 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL G/S3 FOR ANCHOR "J" n° n n „ n n° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIDE IF APPLICABLE. USP SPT22 CONNECTOR - NAILER BOLTINFO. 518"x6" BOLTS BOLT @ATE 24" O O.C.VERT. OR WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"- EXPANSION BOLT @24 " O.C. 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ( IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ W/ 7" EMBEDMENT (MIN. SHEAR 3500# MIN. TENSION 2600#) �� n (6)1/4 x31/4 TAPCONS *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR " BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 E r 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH o ARCHITECTURAL FINISH ASSUMED FINISHED ] c PER MANUF• E w #3 OR #4 REINFORCING BAR Uj ix2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL ' GRADE MONO STEMWALL Z = D . D '_ N z '- p FINISH GRADE °° M D • GRADE 40 MIN. Fy= 40ksi n #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] g a _ m D• — _ o _I I p . • --> I1; - T L „ 1/2 GYPSUM WALLBOARD OR ° ' c II U.N.O. CELLS SEE { FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN p ° p. FOR CLARITY D o' —_ __ __ _ _ �O ° p = D I I I= I I I -I i—I _ 60 6 MIL VAPOR BARRIER I n, ° .' I I I I — — z '- w 5 REINFORCING R 1 718" # RE CING BAR _ I— 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° — — — o° ° I I I=III=III=III—III—I I I= z I—III=I I I —III —I I I I I I —I 12 _ _ I D ' T � 1 #5 LAP SPLICE (2) #5 CONT. ' —I ITT �� I I j I ► n 31/4 BASEBOARD PORT AT EACH p. NOTE: ° ° — — * g III—i (—I I (=III=III=III- N FOR BEARING WALL I=III=III=III=III=III, T — COMP. SOIL. (COMPACTED TO D I 36"MIN. LAP [36"MIN. LAP] ON 3" CHAIRS $ 11411 $ �� 1' (TYP.) FILLED CELL TYPICAL W/ UPLIFT ONLY 95�o MODIFIED PROCTOR ASTM = 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER (� AT GARAGE CONTRACTORI=III= _ _ _ _ _ —_ I-- —III=III=III=III—III=III=III=I (=III=III=III _I I I I ( D1557)- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -III—III=III—III—III—III—III—III—III=III=III—III=III--I "—"'—I 1=1 T l=I I TI III I T I„I T I ;III-1 1-I i— I i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING K�E REBAR DETAILS rF WALL W/ UPLIFT G W1.4XW1.4 WWF OR FIBERMESH" = DECO FINISH BELOW GRADE 11 to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 c SLAB INFORMATION. SLAB INFORMATION. r L ' °D I' °O — —I 1 6x6W1.4xW1.4 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 _ M D oo =11— -' 31/2 �� WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 O SEE PLAN SEE ROOF PLAN S.G.D. U.N.O. M ( ) WWF OR FIBERMESH T _ 6 MIL VAPOR p = z r min.) 4 �� 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER p: C • Q N a 4 e v GRADE AT 24 O.C. MAX. . x x x CONNECTION INFO . % a a' COMP, SOIL. ° '- '� 00 — — — ! — — — f ' TOP F BEAM & LAYOUT DESIGN a I —id - a e •: (COMPACTED TO 95% — I — -� ITI — — — o _ � I I IiII iT z _ _ — -(1) #5 REBAR w/ OPT. SEE ROOF PLAN � _ a: a a A •' _ rr °`? _ MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. T I— —_ — S E N NCLOSURE T�` - I I�� FOR STRUCTURAL BEAM SIZE & N a I a a, "� - • - • i r (2) #5 REBAR CONT. 4iT � 2Xa P.T. CONNECTION INFO . . . ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE MIN•P 6TE — DETAIL ) O.S.B.U,N.O. 2x4 #2 SYP P.T. FRAMING w/ 4-7 SEE A/S3/J/S6 TYPICAL WALL SECTION ATYPICAL THICKENED SLAB EDGEK"L �L COLUMN LOCATION MIN O.S.B. SHEATHING Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" =1'-0" S3 SCALE: S3 0 SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w P.T. 2x 1/2" GYP. BD. I> SLAB INFORMATION. „ HOLD GYP. BD. w SLAB STEP & RECESS S.G.D. rM 1/2" FROM SLAB o W 0 CONT. BEAD SEALANT SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO OIL0,4, STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND 2X STUDS INTERIOR @ 24 O.C. U.N.O. & BASE CONNECTION INFO, CONCRETE SLAB EXPANSION JOINT a a.d °' 31/2" SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND 14 O.H.D. RECESS z G 13 O.H.D. RECESS E d d. GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING PAVERS r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL EXTEND FILL CELLS _- • ' ' r �' a' : •`: ' "'j EMBEDMENT 12" O.C. WI DRYWALL SCREWS @ 8"O.C. @ STAGGERED, FROM BOTTOM INSULATION PER CHART TRIM PER PLAN _ TO FOUNDATION PAD _ d. MAT REINFORCING. • • :.'' -I�--- <,. •. " —_II �-_ _ — • a L—I• r' CO) — °' `" —:—_I =I_I--I ':',' .+-r,'' PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL - z Q r� - GRADEQ . :. 411 ;0 -II;'. �; 4 • �..; TENSION 120#) CONCRETE SLABo SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS I=IIa: 1' —I I . x 6 W1.4 x W1.4 7 J6 .a ';•• , L ,'' I • ';a.. OR FIBERMESH FILLED SOLID z I wWWF ' 00 _ =I BRICK PAVERS or SLAB PER Zo w w O o x -III=I • '' ' °• _ _— _ ° •' ' : SEE A/S3 OR J/S6 I�, IIT I .'�'. — SEE A/S3 OR J/S6 -� I h N I=1 1= I 1 =_ — ° o-o FIN. FLR. COMMUNITY SPECS a �- c� 1--_ ° -9 _ M 6 MIL VAPOR — 17 —hl _ I ITI I I I l—III=III-1 I I I —III=I I I=I I I=III =I I =I I I =— ooTwG J , TTi T�_ -- �' 11=1 11=1 1=1 11=1 11= -I I III=IIIE1 11=1 I =III I (I=III III U • FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =I —I I —I 1 —11 I=III=I 11= I =-III—III I III I I I. ,I I BEYOND 1' " (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) E—III III III III=) I —I I I "—I '' r v.•'% PAD REINFORCEMENT —� I=1 I I=1 I I—' 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( 1'-8" 2 ST R ( Y) n' „ 4 4 a • SEE FOUNDATION FOOTING WIDTH CONC. PAD INFO. ''*' • •' SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL K*-N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=T-0" JJ SCALE:3/4— V-W SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. G In z o zCID a z ( Q) ) 4'-d w ( p U — w 0 F- 0 _oo U w I-- E — S 0M M C t0 CM B -0 M O o0 U U_OD a ,^ f- 3 V.. ¢rn oi¢o A ' N�C �B �D�C 5 �o' O E zz fi,W' 'N• J o 2, _J LLA• LL. •cm�J =W it _. ,4 LL' LLI To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z N 01� �>-+�MO M ¢ M Ln itL En aa) U_ Ln Cn CL 00 Z LU_jo� �O d' O W tOLOLUZ qg wmQW L 8xf= 0 Zz¢O-�W Z Zwl-z W �o� Q 0 2 O� W N F_ a O Z O ri U) (`V ,1I i �1 Q ■ `� J LU qqoa N ccN,4� w000� 0 00 o0W Z �"'aoWz�:Ea oz^~N � J ^V w O w z °d nwis O �H z LU U. c> U. Z � .. F— .. z Zo� g SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-1397 SHEET NO. S3 (MONO)