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U (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) @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. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci (1) LAYER TYPE II (#30) @ 6" MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II ° ° (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR wi— LESS. FOR UNDERLAYMENT REQUIREMENTS SEE R905. PRE ENGINEERED WOOD --T� — TRUSS @ 24" O.C. U.N.O. ~� 12 HURRICANE ANCHOR @ EACH _ ( (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULArION 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 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 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 "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT 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 USP SPT24 TOP PLATE 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8 x 10 J BOLT @ 24 O.C. W/ SP SPT22 CONNECTOR 5/8- x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ALT: 1/2"xl2" TITEN HD 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" ELEV. 0'-0" ( °� 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2„A x 6 W1.4 x W1.4 @ 24" O.C.) 211 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2"MIN. �31/2"MIN. ELEV. 4-31 /2" h A.F.F. O U_ 1/2"(min.)- 4" - n ° , : ° ' — —Ij/2"(min.)- 4„ N min � 3100 /2" . I ° ( - 4" I I I I I () '�I (2) #5 CONT' �I I II�(2) #5 CNT4 1-4;8'; -II4„I i I IJ,I I i8„1 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL a TYPICAL BEARING WALL @STEP CC . K, "SHEAR WALL" SCALE: 3/4"=1'-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 Qcs' 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. SCREWS /D7' O.C.L EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. @ S HEET LOAD BEARING OR 2x STUD coN (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS (2) ROWS OF 2x BLOCKING @ "x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. 2x STUDS @ 16" O/C / FOR WALL HGT. <_ 8'-6". (2) THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD 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 7 PLAN SEE CC/S3 OR 0am4 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR „o „ „ „ „o „ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 USP SPT22 CONNECTOR NAILER BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8— EXPANSION BOLT @24"O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR ) TYPE "S" MORTAR (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# N USP SPT22 TYP. SPACED EVENLY BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH EEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH a 2x P.T. PLATE .� w , o ARCHITECTURAL ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR ° ° FINISH i i ° . ° GRADE40MIN.F =40ksi ° 1x2 PT WD FURRING @ 24" O.C._/GRADE ° D _ z #3 & #4 LAP SPLICE y = I °' I I I I _9 z c0 ° FINISH GRADE °O 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] Cn a �I I p —' (1) #5 VERT. IN FILL MONO OR STEMWALL ° [ ] 1/2 GYPSUM WALLBOARD 2 CELLS (SEE FOOTING MONO SHOWN D P —1 - W I • I I U.N.O. LLJ FOUNDATION PLAN N ° _ _ _ 00 6 MIL VAPOR BARRIER — ° ° I O° R 1 7/8" Cn FOR CLARITY °. .- FOR LOCATIONS) p p D ° =I I I=I l =) =III=I 11=i _ N z #5 REINFORCING BAR I I 1x4 P.T. BASE NAILER ° III=I =III=III= =III= ? ' — �- (2) #5 CONT. 4"x4" INSPECTION D =III—III=III= —III=1 ON 3 CHAIRS PORT AT EACH NOTE: g ° III—III—III--III—III—III N ° I 3s"MIN. LAP [36"MIN. LAP] 8" 1'-4" 8" 31/4" BASEBOARD *FOR BEARING WALL =III=III I IEl I I=I I ILIF SOIL. (COMPACTED TO — (TYP.) FILLED CELL TYPICAL — ° — — W/UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ ___ __� ' 95 /o MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB _ _ _ — D1557) 10" M AT GARAGE CONTRACTOR III-III=III=III=1 I 1=III=III=III-III=III=III=III=III=III=III MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -III, (� li I (=I=1=1=1=I=III=III=III=III=I iI I— 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. —III-III_-III I I II I 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 E REBAR DETAILS F WALL W/UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" CV , 1 r °°00 ] DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S 6x6W1.4xW1.4 _ ° 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ > I — z min. 4" BARRIER D :� p 4 T N a ° a < ' ' 10 • 'v GRADE COMP. SOIL. • ° '- - oO_ (COMPACTED TO 95% _ O (1) #5 REBAR w/OPT. MODIFIED PROCTOR ASTM D1557) ' t�E�1��NCLOSURE I I- 3" MIN. CLR. I II I ' (2) #5 REBAR CONT. 4 I ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS O.H.D. RECESS z + r -11 .: •. �. • 4" co T T SEE A/S3 OR J/S6 I 11 111 I �T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)) / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (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 d N ' t'M Ch e t- I�I ' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) T-8" (2 ST RY) GARAGE DOOR SLAB RECESS J 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"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN S.G.D. (U.N.O.) I WWF OR FIBERMESHSEE ROOF PLAN M E 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 FOR STRUCTURAL r P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Dh '-011 a CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31 /2" T GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E d 6x6W1.4xW1.4 c� ' 00 WWF OR FIBERMESH Cl) ° Cl) 6 MIL VAPOR HE i' I I=1 = =1 1 BARRIER 11 11 i —III=III- _,III,,,III ,,III ,,III 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 BEAM SIZE & CONNECTION INFO 2x4 4F2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING OPTION #1 w � SCHEDULE w J W o w 111 fn SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. T ' CC C'M 00 GRADE ;III —III a a. °—III alll—III-I' Z= w —III— —I 1= =1 I I —III v 0 0 U5= II II I IIVj ---a:=1 1=1 Z a w 0 1= 4 ° —= - cn FOOTINGLU =1 I III=1 1=1 I I —III —I III —III —III — I BEYOND PAD REINFORCEMENT-)-� I —III —I I—' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 UL� Z 0 — o Z J Cz a) cn }-J Lu � p U — O r" 0 Vi U 00 mco LIJ —$ mM M C l0 M O`oo _ tU_co U C Y N c-o O v Q rn rnQ o A, B D® N. C.H.D.0 V�T •S°,``NWW 0 � �&�i,, `\ OD 0 4 0 A 3 ° as Vt C L ,;, - -i o rCN Q LLti. ' •.2 W w e f/rsllt`tt `Fc\o 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 Sth 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 O Q) O °>-+ M O M Q U-) 'f0 Ln a cn•�d- z Ln Fa- L_ LL a ^ QC U a � O Q z E Z W� Jo J o Z W LL a LLJ ZR 5 , Uxza�OU zzQUx< g Z uu f- Z C7 Z g I.,W a LLJ K J U 0tna =0 LU d' aOZOO ��W L0 " L i Q � • J Boa to Se W O j , O o=wMo '0 z O waoo�o ca Z QaJQ°� �$_> VIII O W O U_ Z Q f 00 NJUW Q I..L fI ■ T _3Y W aa~� O LL � I--- Qz J Z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-5176 SHEET NO. S3 (MONO)