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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES INS 5/8" OR 1/2" HIGHS 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 PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" PITCH >4:12 CHAIRS (TYP.) (2) LAYERS TYPE I OR TYPE II D (#15 OR #30) UNDERLAYMEN I FOR ROOF PITCH 4:12 OR T=I� D ' LESS. I=IT PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @EACH I � I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'4'. (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'41 . 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c @ 6" MAX FROM END OF 2 x PLATE E <V 6x6W1.4xW1.4 WWF OR FIBERMESH D' C -WI fil I 1r TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION ELEV. VARIES OdL SN1 FOR ADDITIONAL SLAB 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 �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE 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 coAT GARAGE CONTRACTOR MIN PSI MAY VARY PER co TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Q_ NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE - , L I _I I °° M cn -1 D 6 MIL VAPOR BARRIER D 4 I I N D :� • COMP. SOIL. ° (COMPACTED TO 95% - I - - MODIFIED PROCTOR -I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB—\ LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a a GARAGE SLAB AT STEP 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" 0/C EDGES, AND 12" 0/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/810 x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" - A.F.F. r� 31/2"MIN. ELEV. 4-3 1/2" �z- ' O' A.F.F. p w °. O D ° 00 -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". aNSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/810 x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 16x6W1.4xW1.4 @24"O.C.) WWF OR FIBERMESH 3 1/2"(min. - 4" 1=I II- 1/2"(min.)- 4" _ 00 -I I I (2) #5 CON "T 4' 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" `1( PAS'SE�J�� 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C P' THIRD POINTS 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS WJ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ii00K DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR r 2x P.T. PLATE ASSUMED FINISHED E PER MANUF. #3 OR #4 REINFORCING BAR GRADE N _ D • . D - ' z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z _ c� D a D • FINISH GRADE °° 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ° �. °� D . 00 6 MIL VAPOR BARRIER III I D ° I I — — = O0 ° _ _ ° I I —I #5 REINFORCING BAR R 1 7/8" I_I11—I11—I1I—III—III r 41� N z T ° _ _ �I 11= #5 LAP SPLICE III=1 I=1 1=1 I —III —I 11= ? D ' ° � ° , . 1=III-111—III—I 1=1 1=1 I . I I �I� ��,........ .��" .......�, IIN = 1=1 1=111=1I1=1 I 1=1I1= COMP. SOIL. (COMPACTED TO - -I 95% MODIFIED PROCTOR ASTM �- - --I- =1 1=1 1=1 1=1 1=1I1=1 1 1E 1 1=1 -1 I D1557) L ram—, n Tl ITS 11=III=III=III-111=I I 1=111=III—' 4" 1'-4" 11=1 I I- 1I'— FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH m[n. 4 00 _ a v GRADE a _ lil—1 l f-1 I ill l -(1) #5 REBAR w/ OPT. I- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14" 13" O.H.D. RECESS z O.H.D. RECESS .r --- .. a.' II=I.��I ,, `� •IIII` _�� TIC a, . � , ` � �--I � II ,� I� 4„ e�.'.. T(F IIII I •y y• I _ SEE A/S3 OR J/S6 J -III I I IFI i , I II I II! I= FOR REINF. INFO.L 3" MIN. CLEARANCE 1' 4" (1 STOR) I / 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. SEE A/S3 OR J/S6 -I LrT I LL 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. ��S3 ADDITIONAL INFORMATION. / 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP, BD, 1/2" FROM SLAB Ol J CONT. BEAD SEALAIN Y INTERIOR -3 1/2" oL C a a L M CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB <a 9 � M 6 MIL VAPOR —1 I' BARRIER -2X STUDS @ 24" O.C. U.N.O. GARAGE �:-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT It 6x6W1.4xW1.4 r ' WWF OR FIBERMESH d d < 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM 11 w END OF 2" x PLATE w CL a IIII I —� �1 0° . p II D' ° 1 1 1 I I n- TRUSS BOTTOM CHORD OR 2x4 BLOCKING WI 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW �2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. FOR WALL 3 @ 3rd FITS I PLAN (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< V-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8 EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r c� ' D. 7JJ.-111� �Lr51�CD III TI 11=1h I' (2) #5 CONT.- ON 3" CHAIRS 8" V-4" 8" (TYP ) L 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" �3� 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH M 10d NAILS TO TRUSS TOP CHORD FOR TRUSS a AT 24" O.C. MAX. x CONNECTION INFO . . SEE PLAN FOR TOP OF BEAM " . & LAYOUT DESIGN a : _ �—I SEE ROOF PLAN -1T� C —- — a.: A a v s- n FOR STRUCTURAL BEAM SIZE & 171. a A 11 w 2x4 P.T. CONNECTION INFO " I _ PLATE ' . ' ' • I •rs g W 7f =1I I , T�I I-1I 16, o.s.B. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 fiIr 8" �E �p MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. COLUMN LOCATION z ATTACHED PER NAILING OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL ZE w SLAB INFORMATION. g w s Lu SLAB STEP & RECESS S.G.D. M SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. 0'-0" FIN. FLR. q' M 1�:11►LI��iLL SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL- TEEL MAT REINFORCING. f ' M 00 GRADE z w —III— 1\0= —I 1=1I I—IIILU owCOw I= = - Z 00 IIII=1 !..a I=1 -III=III III=III OOTING 11=III=III—=; =1 I I III —III —III —I 11=1 11 I 1=1 11=1 I I— � -III—III—III—III -1 I-1 I— BEYOND PAD REINFORCEMENT - I1=1I1=1 I-"' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 Lai C7 LO zM 0 —o z(D z� Q O O a ID 4-j w M p U - w 0 I- t— o o0 m n U w E monnih,r—$ 0 co c m C0 O1N t U_ oho 7 0 Of Y 05 ao U-)O < rn A B ' D. N C.B D C 1// © �Lvz N vi C9 �v LL `,ZJ c� c (QJ M N [i . p Q� ILW es` � C°``4~ E c, 5 �, 1R L"". t/P?i1i34�`' ya�' ❑ ❑ 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. O Z NO 0 0) Ln �>-+HMO M Q � '�M Ln •Ld' a V)z 0 2 Ln Q L_ LL CL �� ceUQ00 a E� Z'S l;p W J � V_ 0 wU0 wzHN z n: ��N o OZ zz<0 z>` UfW 2?wHz LU Y J O�0 Oo T•i USO=W N �a0z M L O r-1 Ln N N Ln J ioa azo 1% U _Uj p?WOE �r Z w ou za < 0S r-I CY U_ zw M z .. j �- z z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. S3 (MONO) 7 —_� - z fi:>iT I - -a-AI i I I i I I I I II T I - _ - I i i I I Id I