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Demo-13-2138_Plans i ILIerena,..,- Itesidence 1550 N . E . 103rd Street Miami Shores , Florida 33138 II Permit Set January 25, 2013 i —J Candela Group ARCHITECTURE . INTERIORS . PLANNING AA26001 784 5940 SW 73rd Street . South Miami, Florida 33143 . T: 305.666.7788 i C GROUP LLC CANDELA . grour I AA26001794 f E \ f i \ ❑ ❑ ❑ I GENERAL NOTES \+ ❑ ❑ b _ _ Hilario F. Candela, FAIA ARCHITECT: AR0004376 1. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING (UNCLE) OR 27. EXTERIOR AND ADJACENT WALLS SHALL BE SEALED AT THE f ANY GOVERNMENTAL AGENCIES NECESSARY IN ORDER TO ESTABLISH ANY FOLLOWING LOCATIONS AS PER FLORIDA BUILDING CODE, LATEST Mauri ce Candela . DESIGN UTILITY EASEMENTS OR LINES PRESENT WITHIN THE PROPERTY PRIOR TO EDITION. �\ PERFORMING ANY WORK. A. BETWEEN WINDOWS AND DOORS AND THEIR FRAMES, I 5 9 4 0 S . W . 73 Street 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE f\ South Miami, Florida 33143 REQUIREMENTS OF THE "FLORIDA BUILDING CODE", CURRENT EDITION. B. BETWEEN WINDOWS AND DOOR FRAMES AND THE PROPERTY ADDRESS: S U I T E 2 0 0 NOTE: ALL LOCAL CODES SHALL PREVAIL. SURROUNDING WALL, f P . 3 0 5 . 6 6 6 . 7 7 $ $ ...... ..-. 3. ANY OTHER SERVICES NECESSARY FOR THE COMPLETION OF THIS C. BETWEEN THE FOUNDATION AND W 1550 N.E. 103 STREET x ALL ASSEMBLY � I I � JOB THAT MAY BE INVOLUNTARY UNDER THE JURISDICTION OF THE SILL-PLATES, MIAMI SHORES, FLORIDA 33138 \ \ \ W W W . c g r o u p I I c . c o m FLORIDA BUILDING CODE AND NOT SPECIFIED IN THE "GENERAL D. JOINTS BETWEEN EXTERIOR WALL PANELS AT CHANGES IN FOLO No.: 11-3205-031-0110 f NOTES AND OR SPECIFICATIONS" ARE THE CONTRACTOR'S SOLE \ RESPONSIBILITY. PLANE, SUCH AS WITH EXTERIOR SHEATHING AT CORNERS AND CHANGES IN ORIENTATION. _ J { , / LEGAL DESCRIPTION: \ l 4• CONTRACTOR SHALL SUBMIT TO ARCHITECT ENGINEER & BUILDING \ DEPARTMENT ALL REQUIRED SHOP DRAWINGS FOR REVIEW AND E. OPENINGS AND CRACKS AROUND ALL PENETRATIONS LOT 20 BILK 5, REP-AT OF TRACT "C" f APPROVAL AS REQUIRED, THROUGH THE WALL ENVELOPE SUCH AS UTILITY SERVICES AND \ INCLUDING ANY REVISIONS PLUMBING, MIAMI SHORES BAY PARK ESTATES �- 5. OBTAIN THE LATEST T F DRAWINGS, NCLUD G OB S SE 0 D G BEFORE COMMENCING WORK. NO CHANGES OR SUBSTITUTIONS \ F. BETWEEN THE WALL PANELS AND TOP AND BOTTOM PLATES f SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE IN EXTERIOR AND ADJACENT WALLS, IN FRAME CONSTRUCTION, ZONING SUMMARY: OWNER/ARCHITECT/INTERIOR DESIGNER. THE CRACK BETWEEN EXTERIOR AND ADJACENT WALL BOTTOM \ x PLATES AND FLOORS SHALL BE SEALED WITH CAULKING OR ZONING LAND USE: 10-SINGLE-FAMILY, MED. DENSITY 2-5 DU/GROSS ACRE seal. 6. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL GASKET MATERIAL. GYPSUM BOARD OR OTHER WALL PANELING \ SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER f N, - FAMILY ON THE INTERIOR SURFACE XT IRA ADJACENT WA ZO NG. R 35 ONE AM LY 35000CF CE 0 R 0 AND LL E FOLLOWED BY A CHANGE ORDER. SHALL BE SEALED TO THE FLOOR, AND (WHEN APPLICABLE) GROSS SITE AREA: 15,269 SF(.35 ACRES) \ \ 7. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY 3UILDING FOOTPRINT COVERAGE: 5,732 SF ( 37.5% ) f G. BETWEEN WALLS AND FLOOR WHERE THE FLOOR PENETRATES iNG FOOTPRINT: 5,732 SF x EXIS FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND FENCING AS T NEEDED FOR AND DURING THE PROGRESS OF CONSTRUCTION. CONTRACTOR THE WALL. REAR BACK YARD OPEN SPACE 2,780 SF f i SHALL PROTECT ADJACENT PROPERTIES. 28. ALL CEILINGS SHALL BE SEALED SO THAT AIR FLOW FROM SHAFTS, \f H EXISTING 8. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECEIVE THE WALL CHASES, CAVITIES AND BETWEEN CONDITIONED AND TABULATION AREA: \ PROPERTY FREE FROM DUST, ALL GLOSS SURFACES SHALL BE CLEAN AND UNCONDITIONED ATTIC SPACE IS STOPPED. ONE-STORY I_ x DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL MAKE EXISTING RESIDENCE (A/C AREA): 3674 SF \ \ RESIDENCE I V EFFORT TO MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS. 29. DRAFT STOP'S SHALL BE SEALED AROUND PIPES AND CONDUITS AT THE EXISTING GARAGE: 598 SF f i LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN TOPS OF ALL INTERIOR PARTITION WALLS SO THAT AIR CANNOT EXISTING UTILITY: 84 SF \ A SEALED CONTAINERS. PENETRATE DOWN INTO THE WALLS. EXISTING COVERED 'TERRACE: 920 SF - -� 9• ARCHITECT INTERIOR DESIGN ENGINEER'S VISITS AT THE SITE DURING 30. SEAL ALL CEILING SPACES BETWEEN THE CONDITIONED FLOORS EX I ST N G ENTRY: 456 SF \ \ ;, i N a � CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR BEFORE FROM OUTSIDE AIR. COMMENCING WI WORK AND DURING CONSTRUCTION SHALL BE SETBACKS: f \ [ L L E R E N A COORDINATED WITHIN 48 HOURS IN ADVANCE PRIOR TO INSPECTION. 31, INSURE THAT ALL INSULATION IS PROPERLY DISTRIBUTED AND INSTALLED \� 1 NT T A WITHOUT GAPS OR IN CONTACT WITH SURFACES THAT TRANSFER AIR. DWELLiN'G SETBACKS REQUIRED PROVIDED \ �✓ x 1 0 ORDERS AND VARIATIONS THROUGHOUT MAINTAIN ACCURATE PROGRESS OF MANGE A \� R E S I D E N C E ES 0 HE 32, USE ONLY HIGH HAT LIGHTS WITH SEALED CANS OR SEAL THEM FROM FRONT 25'-0" 25'-l" (EXISTiNG) \ WORK. USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB. THE ATTIC DRYWALL SO THAT COLD AIR DOES NOT GET INTO THE ANTERIOR SIDE (NORTH) 10'4" 9'-8" (EXISTNG) / \ 11. CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET ATTIC. NTERIOR SIDE (SOUTH) 10-0" 10-4" (EXISTING) \ X LX TO THE OWNER UPON COMPLETION OF THE WORK, AS A CONDITION REAR 5'-0" 15'-11" (EXISTING) 33, ALL DIFFUSERS AND GRILLS SHALL HAVE GASKETS AND THE \ TBACKS OF ACCEPTANCE, FIBERGLASS BOOT CONNECTIONS SHALL BE TIGHT IN ORDER TO TRELLIS SE REQUIRED PROVIDED \ - ---- ---- PREVENT L AIR IR TO LEAK OUT THROUGH THE DRYWALL _ REAR - EA 5' 0" 13' 0" (EXISTING) 12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND � METHODS OF CONSTRUCTION, AND FOR THE SEQUENCES AND OPENINGS ALLOWING CONDENSATION TO FOR��. BUILDING HEIGHT: 1 5 5 0 PROCEDURES TO BE USED. \ _ 34. DO NOT VENTILATE THE ATTIC BY FORCED VENTILATION. \ PROPOSED COVERED ENTRY (MAX. 30'-0" / 2 STORIES) 14'-0' TO T.O. PARAPET 13. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL N.E. 103rd STREET ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND 35. INSURE THAT THERE IS NO DUCT LEAKAGE. \ WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE DADE COUNTY FLOOD PLAN MANAGEMENT LEGEND M I a m I Shores , 36. KEEP ALL DUCTWORK SEPARATE FROM ALL OTHER DUCTWORK, � I CONSTRUCTION. This property is located in Flood Zone VE Base Flood Elevation - 11.00 N.G.V.D. ATTIC INSULATION, AND BUILDING CONSTRUCTION MATERIALS. P P Y \ 14. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS as per Federal Emergency Management Agency (FEMA) Community Number 120652, f F 0 r I d a 33138 AND EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF 37. SLABS OVER CRAWLSPACES, UNCONDITIONED SPACES SHALL BE Map/Panel Member 0306, Suffix L, Effective Date: 9-11-2009. \ THIS JOB. SEALED AND INSULATED UNDERNEATH. Elevations are referred to N.G.V.D. 1929 15. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT 38. MAINTAIN CONDITIONS IN ATTIC SUCH THAT THE DEW POINT OF THE \ SHALL ISSUE THE CONTRACTOR A "PUNCHUST", INDICATING THE ATTIC AIR IS HIGHER THAN THE SKIN TEMPERATURE OF THE DUCTWORK AT ALL TIMES. OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL PROJECT FIN. FLOOR ELEV. 0'-0" REFERS TO ELEV. 4.06" N.G,V.D. 1929 MAKE SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN I 14 CALENDAR WORKING DAYS, 39. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT \ FIELD PRIOR TO WINDOW PLACEMENT. 16. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE 40. ALL GLASS SHOWER AND TUB ENCLOSURES SHALL BE TEMPERED LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND GLASS CAT. IL SITE PLAN LEGEND ELECTRICAL SYSTEM. CON T RACTOR MUST INFORM THE ARCHITEC T BEFORE FORMING ANY CONCRETE BEAM IF INTERFERING WITH A/C 41. ALL FIXED GLASS SHALL BE TEMPERED GLASS CATEGORY CLASS II DUCT OR PLUMBING FIXTURES EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL/ELECTRICAL PLANS TO ACCOMMODATE THE ABOVE CONDITIONS EXISTNG TO REMAIN SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER, 17. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. STATEMENT DESIGN __ __ ___ _ _ _ - consultant: 18. VERIFY ALL DIMENSIONS ON DRAWINGS AND CONDITIONS AT JOB TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE PLANS REMODELED AREA \ SITE PRIOR TO COMMENCING WORK. NOTIFY ARCHITECT OR COMPLY WITH ALL APPLICABLE CODES AND STANDARDS SUCH AS - - - OWNER REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS, FBC 2010, N.E.C. DSMA, LIFE SAFETY CODE NFPA 101, ACI, ALSC NTERPRETATION OR DECISION FROM THE ARCHITECT BEFORE DADE COUNTY PRODUCT APPROVAL REQUIREMENTS. DIMENSIONS GOVERN. 19, THE ARCHITECT/ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR THE MISINTERPRETATION OF THESE PLANS BY OTHERS, THE REVIEW AND SCOPE OF WORK - APPROVAL OF SHOP DRAWINGS PRODUCT CONTROL APPROVAL BY OTHERS. PARTIAL REMODEL OF EXISTING HOME: \ -NEW MASTER BEDROOM / MASTER BATH /MASTER CLOSET I _ Date: 6.11.2013 20. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF -NEW BEDROOMS / BATHROOMS / CLOSETS Drawn by: R.A. I� I CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER/ARCHITECT/ENGINEER. I, \ Checked By, M.C. I Scale: AS SHOWN 21. THE ARCHITECT/INTERIOR DESIGNER/OWNER HAS THE RIGHT TO Project No: i J R.12.1004 REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES NOT MEET I I HIGH QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED. I I I I I I 22. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, A/C, ELECTRICAL AND MECHANICAL DWGS., TO t 24 23 22 21 �� { LOCATED OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED 28 27 I 26 25 SLABS, BOLTS, cuRes, ETC. ALTERATION - LEVEL 2 NF 103rd STREET- 0 23. NO TIE BEAMS SHALL BE FORMED/POURED PRIOR TO TRUSS SHOP - - Issue DRAWINGS APPROVAL. SECTION 404 � \\ ALTERATION •LEVEL 2 14 \\ 19 PROPERTY No. Date Description 24. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AD-301 ETC. - 5 18 LOCATION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 404.1 Scope. Level 2 alterations include the reconfiguration of 15 space, the addition or elimination of any door or window, the 17 25. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH AD-347 reconfiguration or extension of any system, or the installation of 16 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK.". any additional equipment. 26. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY, 404.2 Application. Level 2 alterations shall comply with the BISCAYNE BAY T F A PER SCHEDULES. provisions of Chapter 6 for Level 1 alterations as well as the SIZE AND AMOUNT 0 REBARS RE AS E SC EDULE P P provisions of Chapter 7. LOCATION MAP 1 IT E PLAN GENERAL NOTES S SITE E INFORMATION A-1 SCALE: 1 " = 100'-0" SITE PLAN Aml 1 I THESE DESIGNS AND DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF CANDELA GROUP AND MAY NOT BE REPRODUCED EXCEPT WITH SPECIFIC WRITTEN CONSENT OF THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS,VERIFY ALL DIMENSIONS OF THE JOB AND BE RESPONSIBLE FOR THE SAME, REPORTING ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. { C GROUP LLC CANDELA , grour AA26001794 LJ ❑ - - - - - - — — — Nilario F. Candela, FAIA LINE OF EXISTING ARCHITECT: AR0004376 ROOF OVERHANG ABOVE Maurice Candela . DESIGN I 5940 S . W . 73 Street a South Miami, Florida 33143 S U I T E 2 0 0 j P . 305 . 666 . 7788 w w w . I cg r o u p I c . com FUTURE POOL UNDER SEPARATE PERMIT -- --- - - -� DEMOLITION GENERAL NOTES I I I 1. THIS DRAWING IS ONLY TO ASSIST I N SHOWING THE SCOPE OF DEMOLITION WORK I ' AND IS NOT INTENDED TO INDICATE ALL DEMOLITION. CONTRACTOR SHALL REMOVE ALL EXISTING ITEMS AS REQUIRED TO COMPLETE THE JOB. r.. 4 2, NOT ALL ITEMS TO BE DEMOLISHED ARE SHAWN OM'„TAE P CONTRACTOR I — SHALL BE RESPONSIBLE FOR PERFORMING A`WALK-T U OFD HEY . TE AND J BECOME FAMILIAR WITH ALL EXISTING CONDI��ONS FQ. ENTIING ,�!OSSIBLE CRITICAL ITEMS, NOT ADDRESSED OR INCORfCTLY ADSESSED, WHICH REQUIRE > �El _ REMOVAL/RELOCATION. seal: j ❑ JI 3. CONTRACTOR SHALL ALSO CHECK AND IDENTIFY ALL EXISTING WATER SANITARY _ AND ELECTRIC LINES WHICH ARE TO REMAIN AND BE PROTECTED FROM DAMAGE DURING DEMOLITION AND ALTERATION OF WORK. 4. THE DEMOLITION WORK SHALL INVOLVE INTERVENTIONS IN AREAS OUTSIDE OF THE j MASTER BEDROOM IMMEDIATE SCOPE OF WORK, INCLUDING WORK ABOVE AND/OR BELOW THE FLOOR g LEVEL WITHIN THE SCOPE. IT SHALL REQUIRE WORK INVOLVING REMOTE UTILITY LINES (FIRE SPRINKLERS, PLUMBING, MECHANICAL, ELECTRICAL, COMMUNICATIONS, ETC.). ANY SUCH WORK SHALL BE INCLUSIVE OF ALL STRUCTURES, UTILITIES, FINISHES AND EQUIPMENT REQUIRED TO RESTORE THE AREA TO FULLY EXISTING — — — - - OPERATIONAL CONDITIONS IN COMPLIANCE WITH ALL APPLICABLE BUILDING AND COVERED TERRACE SAFETY CODE REQUISITES, AND TO MEET OWNER'S APPROVAL. ALL WORK AS D ESC RI BED IN THIS NO T E SHALL BE INCL UDED AS PART OF THE BASE CONTRACT PRICE. 5. CONTRACTOR R S HA LLEX EXERCISE EXTREME C AR E WH EN PENETRATING EXISTING WALLS OR FLOOR/CEIL.NG SLABS SO STRUCTURAL INTEGRITY OF SUCH ELEMENTS �— IS NOT DEGRADED. CONTRACTOR SHALL RESTORE EXISTING SURFACES SCHEDULED — — — — — — — — -- -- — _ _ — TO REMAIN THAT ARE AFFECTED BY SCOPE OF WORK. CONTRACTOR SHALL SEAL L. L E R E N A TIGHT ALL NEW PENETRATIONS IN WALLS AND FLOOR/CEILING SLABS TO PRESERVE THE REQUIRED FIRE RATING INTEGRITY. R E S I D E N C E 6. EXISTING CONCRETE FLOOR SLABS AND/OR SURFACES SHALL BE PREPARED TO —� — — RECEIVE NEW SCHEDULED FINISHES BY GRINDING, SCRAPING, FILLING, PATCHING, LEVELING, ETC, AS REQUIRED. BEDROOM#3 7. E„ECUTION OF DEMOLITION SHALL PROGRESS IN SUCH A MANNER AS NOT TO - - - - - — _ SAFETY— INTERFERE WITH THE ETY A S ND CONVENIENCE OF THE PUBLIC AND THOSE AROUND THE THE SITE. 1 5 5 0 _ — I 8, WASTE MATERIALS AND RUBBISH FROM DEMOLITION OPERATION SHALL BE N.E. 103rd STREET _ - REMOVED FROM SITE AS RAPIDLY AS POSSIBLE AND SHALL NOT BE ALLOWED TO ACCUMULATE ON PREMISES, DISPOSAL OF MATERIALS WILL BE AT DISCRETION OF Miami Shores , GREAT ROOM _ j THE CONTRACTOR. — 9. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION AND/OR F I o r i d a 33138 INSTALLATION OF NEW WORK AND/OR UTILITIES, AS REQUIRED TO MATCH ADJACENT — _ _ SURFACES AND/OR TO RECEIVE NEW SCHEDULED FINISHES. - BEDROOM#2 10. KEEP PREMISES CLEAN AT ALL TIMES ENSURING THAT THERE IS NO LOOSE EXISTING _ -_- _ MATERIALS OR ITEMS WHICH MAY CAUSE INJURY. ` RESIDENCE A 11. DEMOLISH & REMOVE EXISTING CONDITIONS AS SHOWN BY DASHED LINES/ OR F.F.E. 0,-0�, A AS NOTED, UNLESS OTHERWISE NOTED. (9.06' NGVD) 12. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. USE WRITTEN DIMENSIONS \ FOYER _ ONLY AND VERIFY IN FIELD. B �� - -� 13. CONTRACTOR SHALL CHECK AND VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. 14, ALL WORK TO BE DONE IN ACCORDANCE TO THE LATEST EDITION OF THE FBC, NEC AND ANY APPLICABLE LOCAL CODES, consultant: I ' I , DEMOLITION KEY NOTES Date: 6.11.2013 Drawn by: R.A. OA EXISTING PARTITIONS TO BE REMOVED Checked By, M.C.Scale, AS SHOWN \ GUT BATHROOM; REMOVE EXISTING PLUMBING FIXTURES/ Project No: R.12.1004 O REMOVE EXISTING FINISHES FROM WALLS, REPLACE GYP PANELS AS NECESSARY, CAP OR REMOVE PIPING AS REQUIRED, COORDINATE WITH PROPOSED FLOOR PLAN n C EXISTING CEILING SOFFIT TO BE REMOVED COORDINATE WITH PROPOSED FLOOR PLAN \ EL CTRIC O ME ER I i �I Issue No. Date Description j I i I - -- -- -- -- -- DASHED LINES INDICATE ITEMS TO BE DEMOLISHED DEMOLITION DEMOLITION FLOOR PLAN FLOOR PLAN SCALE: 3/16” = 1 '-0" �\ A=2 THESE DESIGNS AND DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF CANDELA GROUP AND MAY NOT BE REPRODUCED EXCEPT WITH SPECIFIC WRITTEN CONSENT OF THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS,VERIFY ALL DIMENSIONS OF THE JOB AND BE RESPONSIBLE FOR THE SAME, REPORTING ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEP 2 0 1 CITYIs Ar c OPI aff m _s. + r' C lootl EuBJEa To Cat,, LFUAN E WITH Ali. FEDERAL TA1E AND COW" R�U", �...»-•rem°*r�.,,...-,.,�.,.._-.-.