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(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. FOR UNDERLAYMENT REQUIREMENTS SEE R905. PRE ENGINEERED WOOD 12 (TYP') VARIES TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 5/8" OR 1/2"HIGH STRENGTH CEILING ALUMINUM DRIP EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM UMINUM FASCIA \12'N•O• 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) -TYPE "S" MORTAR 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6x6 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E !6 Ii . r e a. ■ z 00 ce) s I � 6 MIL VAPOR > z BARRIER ; D i c • • COMP. SOIL. T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE---,,, (2) #5 CONT. ON 3" CHAIRS (TYP.) 11.11.11.11.11 %_10 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E r .6x6W1.4xW1.4 WWF OR FIBERMESH 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR I . j 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 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (T(P.) ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" 19KO.C. OR 5/8"x10' WEDGE ANCHOR 7 a A.F.F. @ 24" O.C.) 2" a ° a ELEV-0'-31/2" z �31/2" MIN. c. a q° ° Z a. ° a a A.F.F. 2x4 CONT. a . W TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/g"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". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 518"° x 10" "J" BOLT @ 24" D.C. Wi- 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT:1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 6 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH ,-31/2" MIN. „ 11 II, 11-11'-il.ME II�IC=II�JIh11,= :� — ■� .11�!11�711 11-'III-�11-11'��I!—"It�11—� ^I1=j�1=�II=11= null. ;II=11=� - • 1 1 ® 1 •:LIB •Ohl ULC 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 S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL 504" "J" BOLTS BOLT @ 24" O.C. VERT. OR 518" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1.4xW1.4 0 • �-1=II�?i1=11=11=II=11=.=11^=11=11=11=11- 11=I1=IIcil=11=11=11_ 11' I -'III:i11�11�11'�II'�II��II��II'�IIi'� • MIN. TYPICAL THICKENED SLAB EDGE C—L SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND CONCRETE SLAB EXPANSION JOINT PAVERS 14 O.H.D. RECESS z 13 O.H.D. RECESS a" N a" a.� + , 4" oo 1 .. j 00 4„ _I SEE AIS3 OR J/S6 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) T-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J•1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E 401 ems• 2x STUDS @ 16" O/C WULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK -USP SPT22 @ EA. STUD =11=11—Ihn�11�IL . - =1C= 11=11=II=11=(I , I=11 =1IEEE II.11' _ II 11'1 i1 • - • • --11—n-11-11 11:=11-11..11, 11F =1 Oman SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'0" SLAB INFORMATION. .01 P.T. 2x „ 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0,- CONT. BEAD SEALAr o-. INTERIOR ° .9 !6 M CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. J STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB N I -I I I qvi i=- ;III= M 6 MIL VAPOR - - i'- BARRIER -W 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 36" MIN. LAP 136" MIN. LAP) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS F S3 SCALE: N.T.S. S3 -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 E 6x6W1.4xW1.4�~i WWF OR FIBERMESH r, O d K S3 FRAME -DOWN FALSE BEAM W/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. x. ; SEE PLAN FOR /iik TOP OF BEAM 2x4 P.T. PLATE O.S.B. COLUMN LOCATION z W 0 Q a � J w o w U) M e TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 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. �-(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". -INSULATION PER CHART ON FLOOR PLAN -{USP SPT22 CONNECTOR /21 P.T. BOTTOM PLATE I6x6W1.4xW1.4 WWF OR FIBERMESH - . 111 1; .11=11-11.--i1-11-11—a-11=II =11= 1=IL=-�1==11=11=11=11==II=11== • r 1 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE a n W IL d . • o C w CO (2) #5 CONT. IJ ON 3" CHAIRS (TYP.) 8" V-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-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 1 n , ' 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH &,E FOR TRUSS e d t7 CONNECTION INFO' " • & LAYOUT DESIGN a d , SEE ROOF PLAN °Q ` d " ' FOR STRUCTURAL a : a BEAM SIZE & a - CONNECTION INFO "' •. 2x4 #2 SYP P.T. FRAMING W/ SEE A/S3/J/S6 g" MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. ATTACHED PER NAILING OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 20 P.T. BTM. PLATE W/ 1/4"x3" TAPCONS AT 8" O.C. SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS q MASONRY WALL ANI PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL �IIE�Ir 1�E�" 11� EXTEND FILL CELLS c TO FOUNDATION PAD � � MAT REINFORCING. Z' ' � M) t- w — — III —III —III —I I' W °o `�' LU a "' i I I I I I I I I I • a• . I I=1 I I=1 I- z = z� I EEI V=1 11=1 I I 1 I 1=1 I I I I I I I=1 I I-_= M i I I I I I=1 I I=1 I -II I -I III -I 1=1 I- DOTING II -I I 1E1 I 1E1 I IEJ I JE ,II ...111=III-' BEYOND PAD REINFORCEMENT -� I-III-i3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 T T zg z z a J a z W cn 4--J w (Z 0 0 LU Ln E U m� �M M a co U �o cc p U)Lo C Y ¢ o°o $$ 3 0 A' B D- N.C.B.D.0 _tim A°' * LL � 5 • LL 4 . 1�1 Q i Uj - • N f7 G') .0. o �i�� • • • F � .�' 0.- c To the best of the Engin AlkiTT"s, WMrmation, 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. 1! O O z lV Ot� M O co a�.0 Ln .L V L_ a Fa- IJ M _1 Q 0000 E WCD z J LU z tj!1-1-,o ct z>z- $a hszz c� adz W J d- 84 k$ �SzLn O O N Ln W fo-3; ce- tt44//N�1111 ,Y• i a z Q '�P�•' Q� r N S z LU a. 5�� 4 Uj i - -1 ioO9 li08 o CD V,%yw z 0ILLI 1 � � a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 15n25 JOB N0: 17-3664 SHEET NO. S3 (MONO)