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Home My WebLink About2014 S Maple Ave�•:�ECITY OF SANFORD BUILDING & FIRE PREVENTION sEp 0 8 2015 PERMIT APPLICATION BY:- Application No: 1 5 �*33 -- Documented Construction Value: $ %( t Job Address: ?_01V _Historic District: Yes ❑ No Parcel ID: Residential & Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair Demo ❑ Change of Use ❑ Move ❑ Description of Work: v? r / P1 //yam i 1v SNI >tFou52 Plan Review Contact Person: .5e I7 e: Phone: v,- q 7 X 3 6 9ZSq Fax: Email: _ S Deo o of c &769 A06, Cow Property Owner Information Name 6&4N A Phone: qO7 //3D RZB9 Street: /i&�P Resident of property? : Ye 5 City, State Zip: SAyuFov-d F! '3 Z 7-7/ Name Street: City, State Zip: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Name: N v l-ne- 4r. -e- r9es 1(4rkd i V 1 L d 6/7"zR Phone: ',(oz -77-!Z 9 oa Street: Po 3o4 Fax:c99' 7 City, St, Zip: 4'-!A3rd + -re SP✓�r � EL 3 Z &,--E-mail: Id/,i iurr7LA,�-e��Q��. C,v� Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code `� �. !, u Revised: June 30, 2015 Permit Application PROJECT TYPE REPAIR PLANS ADDRESS -1 L 2014 MAPLE AVENUE SANFORD, FL 32771 A ABV. A80VE E EA. EACH I I.D. INSIDE «DIAMETER Q QT QUARRY TILE ACT ACOUSTICAL CEILING TILE E.I.F.S. EXTERIOR INSULATION FINISH SYSTEM INCAND. INCANDESCENT BUILDING SECTIONS 102 ADJ.ADJUSTABLE DRAWING N0. -- - ,,, E. J. EXPANSION JOINT INSUL. INSULATION R R RISER A.F.F. ABOVE FINISHED FLOOR ELEC. ELECTRICAL R/A RETURN AIR AHU AIR HANDLING UNIT EL.,ELEV. ELEVATION J JAN. JANITOR REBAR REINFORCING BAR ALUM. ALUMINUM EQUIP. EQUIPMENT JST. JOIST RECEPT. RECEPTACLE ANOD. ANODIZED EQUIV. EQUIVALENT REF. REFERENCE APPROX. APPROXIMATE ESCAL. ELECTRIC WATER HEATER M MAS. MASONRY REINF. REINFORCED ARCH. ARCHITECTURAL E.W.C. ESCALATOR MAUL MATERIAL REQ'D REQUIRED EXT. EXTERIOR MAX. MAXIMUM R. D. ROOF DRAIN B 8D. BOARD MECH. MECHANICAL RTU ROOF TOP UNIT BLDG. BUILDING F F.C.O. FLOOR CLEAN OUT MEP MECHANICAL, ELECTRICAL, PLUMBING R.M. ROOM BILK. BLOCK F.D. FLOOR DRAIN MET. METAL R.O. ROUGH OPENING BLKG. BLOCKING F.S. FLOOR SINK MFR. MANUFACTURER BM. BEAM F.E. FIRE EXTINGUISHER MIN, MINIMUM S S/A SUPPLY AIR B.F.F. BELOW FINISHED FLOOR F.E.C. FIRE EXTINGUISHER AND CABINET MISC. MISCELLANEOUS S.A.C. SUSPENDED ACOUSTICAL CEILING BOT. BOTTOM F.H.C. FIRE HOSE CABINET M.O. MASONRY OPENING SAN. SANITARY FIN, FINISH M.S.G. MANUFACTURER STANDARDS GAGE S.C. SOLID CORE C CLG. CEILING FLR. FLOOR MTD. MOUNTED S.F. SQUARE FOOT C. J. CONTROL JOINT FLOUR. FLUORESCENT SIM. SIMILAR CL CENTER LINE FTG. FOOTING N N.I.C. NOT IN CONTRACT SPEC. SPECIFICATIONS C. 0. CLEAN OUT NONCOM, NONCOMBUSTIBLE SPKLR. SPRINKLER C.M.U. CONCRETE MASONRY UNIT G GA. GAUGE N.T.S. NOT TO SCALE SQ. SQUARE COL. COLUMN GALV, GALVANIZED S/S STAINLESS STEEL CONTIN. CONTINUOUS G.C. GENERAL CONTRACTOR 0 O.C. ON CENTER STRUCT. STRUCTURAL CONTR. CONTRACTOR G.F.I. GROUND FAULT INTERCEPTOR O.D. OVERFLOW DRAIN STD. STANDARD CONC. CONCRETE G.I. GALVANIZED IRON O.H. DR. OVERHEAD DOOR. STL. STEEL CT CERAMIC TILE GND. GROUND OPNG. OPENING SUSP SUSPENDED CW COLD WATER GYP. GYPSUM S&R SHELF AND ROD P PL. PLATE D DBL. DOUBLE H HDWD. HARDWOOD PLAM PLASTIC LAMINATE T THK. THICK DET. DEGREE HDWR HARDWARE PLAS. PLASTER T.O.S. TOP OF STEEL DEPT. DEPARTMENT H.C. HANDICAP PLYWD. PLYWOOD T.O.W. TOP OF WALL DEP_ DETAIL H. S. HAND SINK PNL. PANEL TRD. TREAD DIAM. DIAMETER H.M. HOLLOW METAL P.O.B. POINT OF BEGINNINq TYP. TYPICAL DIM. DIMENSION HOR. HORIZONTAL POL. POLISHED DN. DOWN H.P. HIGH POINT PREFAB, PREFABRICATED U U.N.O. UNLESS NOTED OTHERWISE DR. DOOR HR. HOUR P, T. PRESSURE TREATED DS DOWN SPOUT HT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V V.C.T. VINYL COMPOSITION TILE DWG. DRAWING HW HOT WATER P.S.I. POUNDS PER SQUARE INCH VERT. VERTICAL PT POINT VEST. VESTIBULE V.I.F. VERIFY IN FIELD ARCITUTTECTURAL SYM a-mom INTERIOR ELEVATIONS ® DOOR NUMBER INDICATION m WALL SECTIONS ROOM NUMBER WOOD WH RM. NAME -- - ROOM NAME f° m BUILDING SECTIONS 102 EXTERIOR WALL TYPES DRAWING N0. -- - ,,, EXTERIOR ELEVATIONS FEo FIRE EXTINGUISHER SHEET N0. KEYNOTES # WALL / PARTITION TYPE IDENTIFICATION O REVISIONS EL. O' -OO' AF.F. ELEVATION DATUM POINT REF. POINT eENLARGED 41 DETAILS OR FLOOR PLAN FLOOR PLAN e.A,- v -v - v DRAWING TITLE W W/ 'NTH W/0 WITH OUT W.C.O. WALL CLEAN OUT W. C. WATER CLOSET WD. WOOD WH WATER HEATER WT WEIGHT W.W.F. WELDED WIRE FABRIC W.W.M. WELDED WIRE MESH Y YD YARD e , i e, , r � - F . a r 41 SQAA NFORD FLORID�ll s .t �.. �Y. 3 6! RECORD COPY ENGINEER 3 a De5j&n 5uiGroup , r, WEBSITE: WWW.HURRICANEGROUP.COM (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 FLORIDA CERTIFICATE OF AUTHORIZATION #7905 RECORD COPY STRUCTURAL NOTES: I. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 2a DAYS FOR CONCRETE BEAMS AND COLUMNS. 2, ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED STEEL MINIMUM GRADE 60 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A611 OR A-106. U.N.O. 3. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. (F'm : 1500 PSU 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C210. 5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS IN ACCORDANCE W/ ASTM C1019 OR ASTM C416. 6. SOIL BEARING CAPACITY : 2000 PSF (MIN.) 1. FILL FOR FLOOR SLABS SHALL BE PLACED IN 12' LAYERS AND ROLLED AND/OR COMPACTED TO MINIMUM FIELD DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE PER ASTM D-1551. ALL FILL SHALL BE CLEAN AND FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. 8. ALL MASONRY OPENINGS HAVE PRECAST HEADERS UNLESS NOTED OTHERWISE. 9. REINFORCEMENT BAR LAP AT SPLICES 13 TIES - IS" MIN. OTHER. W.W.F. - IS' MIN, 04 BAR - 24" MIN. 15 BAR - 30' MIN, 16 BAR - 36' MIN. #1 BAR - 42" MIN. 11. ALL LUMBER SHALL BE 12 SYP TYP. U.N.O. 12. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING A FIBER STRESS IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 13, ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING ARE INTENDED TO BE TYPICAL, AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHORN. 14, ASPHALT SHINGLES SHALL HAVE SELF -SEAL STRIPS AND CONFORM TO ASTM D225 OR D3462. FASTEN WITH GALVANIZED ROOFING NAILS Il/a" LONG WITH MINIMUM FOUR (4) FASTENERS PER STRIP SHINGLE. ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM D31(o1 OR M -DC RA 101-96 FOR THE APPLICABLE WIND ZONE. 15. SHINGLE UNDERLAYMENT SHALL CONFORM WITH ASTM 1) 226, TYPE I 16. STAIRS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 6'-8' MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. SHEAR WALL IN MASONRY WALL NOTES: ALL SEGMENTS OF C.M.U. WALLS UNBROKEN BY OPENINGS ACT INDEPENDENTLY AS SHEAR WALL SEGMENTS AND INDIVIDUALLY PROVIDE BRACING FOR LATERAL LOADS. MECHANICAL I. DRYER VENT SHALL NOT EXCEED 25'-0" 2. ALL AIR RETURNS MUST HAVE FIRE STATS. 3, A/C UNITS SHALL HAVE A MIN. OF 4" CLEARANCE ON ALL SIDES DRAWINGN' INDEX TITLE SHEET # REVISIONS COVERSHEET A-00 DEMO PLAN / FLR. PLAN A-01 DETAILS A-02 PLUMBING a -.. ROOF EDC5E a I. WATER NEATER T d P RELIEF VALVE TO BE FULL Size TO EXTERIOR. 2, WATER NEATER AT FLOOR LEVEL TO BE IN A PAN W/ DRAIN TO a O ® ® a EXTERIOR ( W/ THERMAL EXPANSION DEVICE). /-7 3. SHOWER FIXTURES SHALL CONTAIN TEMPERATURE CONTROL VALVES. 1 4. ALL NOSE BIBS SHALL HAVE BACK FLOW DEVICES. 0 5. MAIN PLUMBING VENT SHALL BE 3'� MINIMUM. STRUCTURAL DESIGN CRITERIA a ® RIDGE 1 1. CODES: FLORIDA BUILDING CODE 2014 RESIDENTIAL a 2 O ASCE -1 02 2. DESIGN LIVE AND DEAD LOADS: O Ar�� Q3 \ 0 FLOOR: LL : 40 PSF DL = 15 PSF STAIRS: LL : 40 PSF DL : 15 PSF a 0 0 ® a ROOF: PER TRUSS MANUF. OR - LL 20 PSF DL 15 PSF SHIN GLE LL : 20 PSF DL = 25 PSF - TILE 3, DESIGN CRITERIA FOR WIND (ASCE - 1) ,2 f WINE) SPEED VQLT : 140 MPH (3 SEC. GUST) WIND SPEED VAS = 108 MPH WINE) IMPORTANCE FACTOR : 1.0 NOTES; CASE I (BOTH DIRECTIONS) CAS' 2 (FULL UPLIFT) (BUILDING CATEGORY IU 1) a:5'-0' WIND EXPOSURE CATEGORY = B ENCLOSED 2) FOR DORMER TRUSSES USE +15 PSF AND -80 PSF APPLICABLE INTERNAL PRESSURE 3) FOR 'EYE -BROW" TRUSSES BELOW MAIN ROOF USE + 15 PSF AND -82 PSF COEFFICIENT = +/- 0.1a (INCLUDED 4) USE OVERHANG PRESSURES FOR COVERED PATIOS, LANAI, PORCH, AND IN DESIGN WIND LOADS) SIMILAR UNENCLOSED AREAS (ZONES 2 ON OR 3 OH AS APPLICABLE) COMP. 4 CLADDING DESIGN WIND PRESSURES ROOF SEE FIGURES TO RIGHT WINDOWS AN[) DOORS SEE FLOOR PLAN WALLS + 36, - 48 PSF GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. 2. CONTRACTOR SHALL CALL ENGINEER WITH ANY QUESTIONS PRIOR TO PROCEDING WITH CONSTRUCTION ZONE + PRE55URE - PR'55URE Ol + 10.5 P5F - 21.5 P5F ® + 10.5 PSF - 30.5 Pal= ® + 10.5 PSF = 50.0 PSF ® OVPFPNANG + 15.0 P5F = 50.0 P5F 03 OVE IRNAN + 15.0 PSF = (00.0 PSF 01. 114` 111!lfff e�i S f STS`' ; 0 ��f1!llI II1\\0 JUL 2 9 2015 DEMO NOTES: I❑ IMPORTANTII SHORE EXISTING ROOF TRUSSES / BEAMS AT EXTENT OF REPAIR LOCATIONS AS REQUIRED PRIOR TO ANY DEMOLITION OR REPAIR WORK, SHORING SHALL REMAIN FOR DURATION OF REPAIR WORK AND REINSTALLATION OF PROPOSED WORK. 2❑ REMOVE EXISTING COLUMN AND DEBRIS. DEMOPLAN SCALE: 1/4" = 1'-0" {1 Y REFAIR NOTES: FI]RE-INSTALL NEW CMU BASE AND NEW COLUMN IN ACCORDANCE WITH COLUMN DETAIL ON SHEET A-02. F2 PATCH REPAIR AREAS UJ/ MIN. 1/8' TEXTURED CEMENTITIOUS FINISH,ON PAPER BACKED METAL LATH ON BLDG. HOUSE WRAP OR 15 L5 FELT OVER 111(o'0,55 OR 1/2' PLYWOOD SHEATHING FASTENED TO FRAMING W1 6d NAILS 4' O/C EDGES AND 6' O/C FIELD AT ALL REPAIR LOCATIONS. PAINT TO MATCH EXISTING. FLOOR P SCALE: 1/4" = 1'-O" #15-2823 r DRAWING NUMBER REPAIR PLANS a LU O U 0� x z �u:E3.Izr O $ � zLLI f cl cl C1 iF- m r c, w z o ca Lu } N L Q :T Z -1 } p- Lu c) o " z G g¢U pew ♦� ti � E: � X U � W Q O 0O w rz C) u- SIGN &SEAL I ItY11t lt�lr u>= 1r ut4 EXTERIOR 1 STUDS SITE STUD MATERIAL 4 O/C SPACIWj MAX HT. 1' X 4' SPRUCE, FIR 24' O/C 81-4' 1' X 4' SPRUCE, FIR IV O/C 101-0' 1' X 4' SPRUCE, FIR 12' O/C II' -8' 2'X 4' SOUTHERN PNE 24' 0/C 9'-0' 2'X 4' SOUTHERN PNE I6' 0/C II' -0' 2' X 4' SOUTHERN PNE 12' O/C 12'-8' 2' X V SPRUCE, FIR 24' O/C 13'-0' 2' X V SPRUCE, FIR 16' O/C I6'-0' 2' X V SPRUCE, FIR 12' O/C 181-4' 2' X V SOUTHERN PNE 24' O/C 14'-0' 2' X 6' SOUTHERN PNE 16' 0/C I1'-0' 1' X V SOUTHERN PNE 12' O/C 19'-8' 2' X 8' SPRUCE, FIR 24' O/C I1'-0' 2' X 8' SPRUCE, FIR IV 0/C 21'-0' 2' X 8' SPRUCE, FIR 12' O/C 24'-0' 1' X 8' SOUTHERN PNE 24' 0/C 18'-4' 1' X 8' SOUTHER) PNE I6' 0/C 22'-8' 1' X 8' SOUTHERN PINE 11' O/C 26'-0' FRAMING NOTE&: I. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) I'-6' TO (o'-0' 3 HEADER STUDS (EACH SIDE) 6'-0' TO 12'-0' 4 HEADER STUDS (EACH SIDE) 12'-0' TO 18'-0' 2. BEARING WALL NAIL PATTERN 1. PLYWOOD: (FIELD) USE SD NAILS is 6' O/C (EDGE) USE 8D NAILS a 6' O/C 2. GYPSUM: (FIELD) USE 5D NAILS Q 8' O/C (EDGE) USE 5D NAILS m 4' O/C 3• 1/2' GYPSUM CEILING: USE 5D NAILS tv I' O/C 4. SENCO 2 1/4' X .131 4 PASELODE 2 1/4' X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF SD COMMON NAILS. NAILED a 5' O.C. EDGES 4 a 10' O.C. FIELD 5. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 w2 SPF 6 24' O.G. UP TO 14'-0' HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0' TO BE 2X4 02 SPF 9 16' O.G. UNLESS OTHERWISE NOTED. 6. TABLE 2304.9.1, OF THE FLORIDA BUILDING CODE 2010 ED., NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. MF50N 5TRAFFINO 5GHEr%L ANY MENTIONED STRAP MAY BE SUBSTITUTED FOR EQUAL OR GREATER EXIST. ROOF (2) H5 TYP. FOR BEAM TO DBL. TOP PLATE CONN. DBL .TOP PLATE TYP. SLOPE FINISH FOR RUNOFF AWAY FROM BUILDING 1/8' TEXTURED CEMENTITIOUS FINISH ON PAPER BACKED METAL LATH ON BLDG. HOUSE WRAP OR 15 LB FELT OVER 1/16' OSB OR 1/2' PLYWOOD SHEATHING FASTENED TO FRAMING W/ 8d NAILS 4' O/C EDGES AND 6' O/C FIELD i PT 2X4 STUDS 16' O/C MAX. W/ H5 AT TOP AND H4 AT BOTTOM v 2X BOTT. PLATE P.T. W/ 1/2' X V A.B. 6' FROM WALL ENDS W/ 2' X 2' X 1/8' WASHERS (ALTERNATE: 1/2' EXP. I'- 11/2'1 ANCHOR 9 32'O.C. W/ 6' MIN. EMBED.) I' STUCCO BAND OR COMPOSITE MATERIAL TO MATCH EXISTING TYP. (1) 05 TIE BAR TYP. AT PERIMETER OF FILLED SOLID TOP COURSE MIN 1/2' CEMENTITIOUS FINISH OVER CMU FILLED `r SOLID - PAINT TO MATCH EXISTING DRILL (1) 3/4' DIA. HOLES INTO EXIST. CONC. PAD EACH COL. CORNER TYP. (4) PLACES TOTAL- BRUSH AND BLOW HOLES CLEAN AND INSERT (1) 15 DOWEL W/ 6' MIN. EMBED. AND 30' LAP USING SIMPSON SET -PAC EPDXY OR EOUIV. GRADE EXIST. CONC. PAD OR INSTALL NEW 36"X36'XI2' THK. CONC. PAD W/ (4) #5 BARS E/W TYP'. SECTION AT F01 CI1 1/2' =1, _O, VERT. "5 DOWEL AT ALL CORNERS TYP. FILL SOLID COLUMN RA5E PLAN VIEUJ A2 1/2'•1'-0' DRAWING NUMBER REPAIR PLANS C1 Lu 0 x9� iLu t u T A O � - CN C1 Q _a Lu Q _0 +�– � m z O}AL1 +- w �*ao Lu Q FOR N c7 ' 0a z PRODUCT V� MODEL FASTENERS 4 LOADS UPLIFT ADDITIONAL NOTES AFFROVAL H4 RAFTER PLATES h vd FL10456.14 x o 1--+ (4) 6d (4) 6d 169 160 360 0 H5 RAFTER/TRUSS PLATES F Fz FL1045roJE, (4) 8d (4) 8d 115 200 455 MT612 (14) 10d 1000 FL10456.33 (14) 10dx1 Y' 840 MT516 1� I V045634 �i4)0d 1x1 Y' SPI STUD PLATE FL 10456.41 (6) 10d (4) 10d 589 SP2 STUD PLATE FL10456.42 (6)lad (6)10d 890 5P4 STUD 1=1_10456.43 (x1 Y, T39 LSTA18 FL10852.4 (14) 10d 1130 LTT205 ANCHOR NAILS FL114963 1/' W/ STD. CUT WASHER (10) 10d 1500 A5U66 ANCHOR NAILS OR BOLTS FL10848.ro 96' (12) 16d MY,' 2300 NAIL VALUES: BASED ON 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE 88e - 'NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES' NAIL SHEAR VALUE (1b6.) 8d103' 10d 125' Ibd 149* EXIST. ROOF (2) H5 TYP. FOR BEAM TO DBL. TOP PLATE CONN. DBL .TOP PLATE TYP. SLOPE FINISH FOR RUNOFF AWAY FROM BUILDING 1/8' TEXTURED CEMENTITIOUS FINISH ON PAPER BACKED METAL LATH ON BLDG. HOUSE WRAP OR 15 LB FELT OVER 1/16' OSB OR 1/2' PLYWOOD SHEATHING FASTENED TO FRAMING W/ 8d NAILS 4' O/C EDGES AND 6' O/C FIELD i PT 2X4 STUDS 16' O/C MAX. W/ H5 AT TOP AND H4 AT BOTTOM v 2X BOTT. PLATE P.T. W/ 1/2' X V A.B. 6' FROM WALL ENDS W/ 2' X 2' X 1/8' WASHERS (ALTERNATE: 1/2' EXP. I'- 11/2'1 ANCHOR 9 32'O.C. W/ 6' MIN. EMBED.) I' STUCCO BAND OR COMPOSITE MATERIAL TO MATCH EXISTING TYP. (1) 05 TIE BAR TYP. AT PERIMETER OF FILLED SOLID TOP COURSE MIN 1/2' CEMENTITIOUS FINISH OVER CMU FILLED `r SOLID - PAINT TO MATCH EXISTING DRILL (1) 3/4' DIA. HOLES INTO EXIST. CONC. PAD EACH COL. CORNER TYP. (4) PLACES TOTAL- BRUSH AND BLOW HOLES CLEAN AND INSERT (1) 15 DOWEL W/ 6' MIN. EMBED. AND 30' LAP USING SIMPSON SET -PAC EPDXY OR EOUIV. GRADE EXIST. CONC. PAD OR INSTALL NEW 36"X36'XI2' THK. CONC. PAD W/ (4) #5 BARS E/W TYP'. SECTION AT F01 CI1 1/2' =1, _O, VERT. "5 DOWEL AT ALL CORNERS TYP. FILL SOLID COLUMN RA5E PLAN VIEUJ A2 1/2'•1'-0' DRAWING NUMBER REPAIR PLANS C1 Lu 0 x9� iLu t u T A O � - CN C1 Q _a Lu Q _0 +�– � m z O}AL1 +- w �*ao Lu Q FOR N c7 ' 0a z z V� pk k�Z vd x o 1--+ m 0 oqo� E � & SEAL L 2 9 2015