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<br />1. REQUESTS FOR SUBSTITUTIONS MUST BE SUBMITTED TO THE CM BY THE GC.
<br />SUBCONTRACTORS ARE NOT TO SUBMIT TO THE CM DIRECTLY.
<br />2, THE REQUEST FOR SUBSTITUTION MUST BE ACCOMPANIED BY A COMPLETE
<br />DESCRIPTION OF THE PROPOSED EQUIPMENT AND/OR MATERIAL SUCH AS CUT
<br />SHEETS OR SAMPLES TO ENABLE THE CM TO MAKE A THOROUGH COMPARISON WITH
<br />THE SPECIFIED ITEM,
<br />3, THE CM WILL, UPON SUCH REQUEST, EVALUATE THE PROPOSED SUBSTITUTION CAN
<br />THE BASIS OF ADVERTISED TECHNICAL PERFORMANCE, SUITABILITY, SIZE, OR OTHER
<br />CONSIDERATIONS AND INFORM THE GC OF HIS/HER DECISION.
<br />4. IN ORDER TO FACILITATE THE EVALUATION PROCESS, THE GC SHOULD SUBMIT
<br />DOCUMENTATION TO SUPPORT THE PROPOSED SUBSTITUTION ON THE BASIS OF
<br />WARRANTIES, COST DIFFERENCE, AND EXPECTED SERVICE LIFE AS COMPARED TO
<br />THE SPECIFIED EQUIPMENT. PROCUREMENT TIME WILL NOT NORMALLY BE
<br />CONSIDERED AS JUSTIFICATION FOR SUBSTITUTION REQUESTS. IN THE EVENT OF
<br />PROCUREMENT TIME BEING THE FACTOR, THE GC SHALL PROVIDE THE CM WITH THE
<br />SPECIFIC INFORMATION ALLOWING THE CM TO EXPLORE THE DELAY AND TO ATTEMPT
<br />TO RESOLVE THE PROBLEM WITH A SUBSTITUTION.
<br />5. ONLY AFTER THE CM ACCEPTS AND PROVIDES WRITTEN APPROVAL, WILL THE GC
<br />ASSUME AUTHORITY TO PROCEED WITH THE PROPOSED SUBSTITUTION,
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<br />CHANGES IN THE WORK MAY BE ACCOMPLISHED AFTER EXECUTION OF THE
<br />CONTRACT, AND WITHOUT INVALIDATING THE CONTRACT, BY CHANGE ORDER,
<br />CONSTRUCTION CHANGE DIRECTIVE OR ORDER FOR A MINOR CHANGE IN THE WORK.
<br />EACH CONTRACTOR OR SUB CONTRACTOR SHALL REVIEW THE EQUIPMENT SCHEDULE
<br />FOR ITEMS AFFECTING HIS PORTION OF THE WORK. HE SHALL INCLUDE IN HIS
<br />PROPOSAL ANY AND ALL LABOR OR MATERIAL AS REQUIRED TO PROVIDE THE
<br />COMPLETE PROJECT.
<br />• THE GC IS TO BE FAMILIAR WITH ALL LANDLORD CRITERIA,S C SPECIAL WORKING
<br />CONDITIONS PERTAINING TO BARRICADES NOISE DUST TRASH REMOVAL ETC.
<br />COORDINATE WITH THE LANDLORD,0 ANY WORK WHICH IS REQUIRED TO TAKE PLACE
<br />AT NIGHT OR DURING OFF HOURS SHALL BE VERIFIED WITH THE LANDLORD, AND ITS
<br />COST TO BE INCLUDED IN THE BID. THE CONTRACTOR I RA R S TO PROVIDE SECURITY
<br />GUARD DURING OFF HOURS WORK FOR REMODELS ONLY.
<br />® WITHIN FIVE (5) DAYS OF THE AWARD OF THE CONTRACT THE GC SHALL PROVIDE THE
<br />CM WITH A PROPOSED SCHEDULE INDICATING THE START AND COMPLETION DATES
<br />OF EACH STAGE OF THE WORK BY TRADE, AT THE SAME TIME THE CONTRACTOR
<br />SHALL ALSO SUBMIT TO THE CM DOCUMENTATION INDICATING ORDERING AND
<br />DELIVERY DATES OF CRITICAL ITEMS. ANY REQUESTS FOR ADDITIONAL TIME MUST BE
<br />SUBMITTED IN WRITING AND HAVE THE CM'S WRITTEN AUTHORIZATION
<br />• THE CONTRACTOR SHALL MAINTAIN AT THE SITE A SET OF REPRODUCIBLE AND
<br />SP
<br />ECIFICATIONS THAT SHALL BE UPDATED AS WORK PROGRESSES INDICATING ANY
<br />CHANGES DEVIATION OR ALTERATIONS AND SHALL BECOM
<br />E RECORD" DRAWINGS TO
<br />BE TURNED OVER TO VPI AT THE COMPLETION OF THE WOR
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<br />® THE CONTRACTOR SHALL DILIGENTLY PROSECUTE THE WORK TO COMPLETION AND
<br />SHALL AT ALL TIME GIVE HIS PERSONAL SUPERVISION AND ATTENTION THERE TO AND
<br />MAINTAIN A COMPETENT SUPERINTENDENT AND NECESSARY FOREMAN TO ACT FOR
<br />HIM, PROVIDE SUFFICIENT AND SATISFACTORY FORCES REQUIRED TO WORK TO
<br />ENSURE THE PROSECUTION OF THE WORK IN COMPLETION TO MEET AGREED UPON
<br />TURN OVER DATE NEGLECT OR FAILURE TO FURNISHFORCES
<br />SUCH R CES OR MEET
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<br />REQUIRED DATES SHALL BE GROUNDS OF TERMINATION 0 TAGREEMENT, I F HETHE CM
<br />AT HIS/HER OPTION MAY FURNISH ADDITIONAL FORCES AT THE CONTRACTORS
<br />EXPENSE TO MEET THE SCHEDULE AND COMPLETION DATE AND/OR WITH LEGAL
<br />NOTICE RECOVER DAMAGES ARISING FROM SUCH DELAYS, INCLUDING BUT NOT
<br />LIMITED TO RENT CHARGES.
<br />THE WORK SHALL BE LAID OUT FROM DIMENSIONS SHOWN ON THE DRAWINGS ONLY.
<br />DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL WORK FROM THE MOST
<br />RECENT DRAWINGS SUPPLIED BY THE DESIGN DEPARTMENT. WORK SHALL BE
<br />PERFORMED BASED UPON LANDLORD AND CITY APPROVED PLANS ONLY AFTER
<br />WRITTEN DIRECTION BY THE CM.
<br />® VERIFY ALL LINES LEVELS INTERFERENCES FIELD DIMENSIONS AND CONDITIONS
<br />WITH THE DRAWINGS AND REPORT ANY ERRORS OMISSIONS OR DISCREPANCIES TO
<br />THE CM PRIOR TO COMMENCING WORK. THE GC IS TO REPORT TO THE CM ANY
<br />VARIANCES OR FIELD CONDITIONS THAT MAY CAUSE CONSTRUCTION PROBLEMS
<br />PRIOR TO COMMENCING WORK, FAILURE TO REPORT TO THE CM FOR
<br />INTERPRETATION SUCH CONDITIONS OR COVERING OVER A CONDITION WH
<br />ICH
<br />SUBSEQUENTLY CAUSES ANY DELAY OR ADDITIONAL COST SHALL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR WHO SHALL BE HELD FOR ANY DAMAGES
<br />RESULTING THERE FROM.
<br />® ANY CONFLICT BETWEEN DETAIL, DIMENSION, MATERIAL OR SPECIFICATION IS TO BE
<br />ADDRESSED TO THE CM FOR INTERPRETATION. ANY SUCH CONFLICT NOT SO
<br />RESOLVED AND CORRECTION IS LATER REQUIRED SHALL BE AT THE CONTRACTORS
<br />EXPENSE.
<br />• THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS LAYOUT AND FOR THAT OF HIS
<br />SUB -TRADES. ALL DIMENSIONS INDICATED AS HOLD DIMENSIONS SHALL BE
<br />MAINTAINED. ANY VARIANCES FROM THESE WILL BE AT THE RISK OF THAT TRADE OR
<br />CONTRACTOR. VERIFY ANY EQUIPMENT CLEARANCES PRIOR TO LAYOUT, HE SHALL BE
<br />HELD RESPONSIBLE FOR ANY DAMAGE TO OR ADDITIONAL COST FOR FAILURE TO DO
<br />SUCH LAYOUT. PRIOR TO COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR
<br />SHALL VERIFY ALL OVERALL DIMENSIONS, COLUMN LOCATIONS AND REPORT THESE
<br />TO THE CM. THE CONTRACTOR SHALL COORDINATE THE WORK OF HIS FORCES WITH
<br />SUB -TRADES, LANDLORD AND VPI, ANY FAILURE TO PROPERLY COORDINATE WHICH
<br />RESULTS IN ADDITIONAL COST INCLUDING ANY DEMOLITION OF CONSTRUCTION IN
<br />PLACE SHALL BE BOURNE BY THE CONTRACTOR.
<br />• ALL MATERIALS SPECIFIED IS TO BE INSTALLED IN ACCORDANCE WITH
<br />MANUFACTURES INSTRUCTIONS AND SPECIFICATIONS, GC IS TO CONSTRUCT THE
<br />PROJECT IN ACCORDANCE WITH THE DOCUMENTS. VPI AND IT'S REPRESENTATIVES
<br />ARE THE SOLE INTERPRETER, ARBITER OF THE DOCUMENTS. ANY DEVIATION FROM
<br />THE INTENT OF THE DOCUMENTS, WITHOUT THE CM'S APPROVAL IS AT THE
<br />CONTRACTOR'S OWN RISK AND MAY RESULT IN CORRECTION AT THE CONTRACTOR'S
<br />EXPENSE (MATERIALS AND LABOR).
<br />WORK BY VPI
<br />AT THE VPI'S REQUEST, SOME OR ALL OF THE EXISTING EQUIPMENT OR FIXTURES
<br />MAY BE SAVED AND REUSED AT THIS LOCATION. ANY STORAGE UNITS (SEA
<br />CONTAINERS OR PODS) THAT ARE REQUIRED FOR AN OPEN REMODEL WILL BE
<br />PROVIDED BY VPI. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE DE -INSTALL AND
<br />RE -INSTALL OF ALL ITEMS THAT ARE TO BE REUSED.
<br />ALL FIXTURES AND FURNITURE WILL BE SUPPLIED BY VPI. THE CONTRACTOR IS TO BE
<br />ON SITE ON DATE OF DELIVERY TO INSTALL ALL FIXTURES AND FURNITURE UNLESS
<br />OTHER WISE INSTRUCTED BY THE CM.
<br />® THE CONTRACTOR SHALL REVIEW WITH THE OWNER ALL ITEMS TO BE REUSED FROM
<br />AN EXISTING STORE AND/OR SUPPLIED BY OWNER. THE CONTRACTOR AGREES TO
<br />INSTALL OR REINSTALL SAME.
<br />" THE GC SHALL REVIEW DOCUMENTS TO DETERMINE THE EXTENT OF ITEMS SUPPLIED
<br />BY THE OWNER.
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<br />TEMPERED GLASS
<br />PROVIDE TEMPERED GLASS WHERE INDICATED ON THE DRAWINGS. FOR TEMPERED
<br />PLATE GLASS USE TYPE 1, CLASS ONE(1), QUALITY 93.
<br />PRIOR TO TEMPERING CUT GLASS TO REQUIRED SIZES AS DETERMINED BY ACCURATE
<br />FIELD DIMENSIONS.
<br />® PROCESS ALL EDGES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
<br />OR AS INDICATED ON THE DRAWINGS. ALL EXPOSED EDGES SHALL BE GROUND AND
<br />POLISHED; NO EXCEPTIONS, PRIOR TO TEMPERING. DO NOT CUT OR TREAT EDGES IN
<br />THE FIELD.
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<br />PAINT
<br />ADEQUATELY PROTECT OTHER SURFACES FROM PAINT AND DAMAGE. REPAIR
<br />DAMAGE AS RESULTS OF INADEQUATE OR UNSUITABLE PROTECTION.
<br />REMOVE ELECTRICAL PLATES, SURFACE HARDWARE, FITTINGS, AND FASTENINGS
<br />PRIOR TO PAINTING
<br />N OPERATIONS. THESE ITEMS ARE TO BE CAREFULLY STORED,
<br />CLEANED, AND REPLACED ON COMPLETION OF WORK IN EACH AREA. DO NOT CLEAN
<br />HARDWARE BY USING A SOLVENT THAT MAY REMOVE PERMANENT LACQUER FINISH.
<br />ACCEPTABLE MANUFACTURER: SHERWIN WILLIAMS
<br />® THOROUGHLY EXAMINE SURFACES SCHEDULED TO BE PAINTED PRIOR TO
<br />COMMENCEMENT OF WORK. REPORT IN WRITING TO THE CONSTRUCTION MANAGER
<br />ANY CONDITION THAT MAY POTENTIALLY AFFECT PROPER APPLICATION. DO NOT
<br />COMMENCE WORK UNTIL DEFECTS EFECTS HAVE BEEN CORRECTED.
<br />® CORRECT DEFECTS AND DEFICIENCIES IN SURFACES WHICH MAY ADVERSELY AFFECT
<br />WORK OF THIS SECTION.
<br />REMOVE MILDEW BY SCRUBBING WITH A SOLUTION OF TRI-SODIUM PHOSPHATE AND
<br />BLEACH, RINSE WITH CLEAN WATER AND ALLOW SURFACE TO DRY COMPLETELY,
<br />® REMOVE CONTAMINATION FROM GYPSUM WALLBOARD SURFACES AND PRIME TO
<br />SHOW DEFECTS, IF ANY. PAINT AFTER DEFECTS HAVE BEEN REMEDIED.
<br />• REMOVE SURFACE CONTAMINATION AND OILS FROM GALVANIZED SURFACES AND
<br />WITH SOLVENT. APPLY COAT OF ETCHING TYPE PRIMER,
<br />APPLY EACH COAT AT PROPER CONSISTENCY.
<br />® APPLY MINIMUM MIL. THICKNESS OF
<br />EACH COAT OF PRIMER AND EACH COAT OF
<br />FINISH IN ACCORDANCE WITH THE MANUFACTURERS SPECIFIC RECOMMENDATIONS
<br />FOR THE TYPE OF PRIMER OR FINISH BEING APPLIED; THE SURFACE RECEIVING THE
<br />PRIMER OR FINISH; AND THE TYPE OF APPLICATION, WHETHER BRUSH, TOLLER, OR
<br />SPRAY.
<br />• ALLOW EACH COAT OF FINISH TO BEFORE DRY B R E RE ANOTHER COAT IS APPLIED.
<br />PAINT BOTH SIDES AND EDGES OF PLYWOOD BACKERBOARDS FOR ELECTRICAL
<br />EQUIPMENT BEFORE INSTALLING BACKBOARDS AND MOUNTING EQUIPMENT ON THEM.
<br />AS WORK PROCEEDS AND UPON COMPLETION, PROMPTLY REMOVE PAINT WHERE
<br />SPILLED, SPLASHED, OR SPATTERED.
<br />DURING THE PROGRESSION OF WORK, KEEP PREMISES FREE FROM ANY
<br />UNNECESSARY ACCUMULATION OF TOOLS, EQUIPMENT, SURPLUS MATERIALS, AND
<br />DEBRIS.
<br />® UPON COMPLETION OF WORK, LEAVE PREMISES NEAT AND CLEAN; TO THE
<br />SATISFACTION OF THE CONSTRUCTION MANAGER.
<br />GYPSUM WALLBOARD SYSTEMS
<br />® PERFORM GYPSUM WALLBOARD SYSTEMS WORK IN ACCORDANCE WITH
<br />RECOMMENDATIONS OF ASTM C754 AND GA-216 UNLESS OTHERWISE SPECIFIED IN
<br />THIS SECTION.
<br />m GA-216 - RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF
<br />GYPSUM BOARD.
<br />® ASTM C754 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -
<br />ATTACHED GYPSUM WALLBOARD, BACKING BOARD, OR WATER RESISTANT BACKING
<br />BOARD.
<br />PROVIDE METAL FRAMING MATERIALS IN ACCORDANCE WITH GA 216.
<br />® STUDS: SCREW -TYPE CEE-SHAPED MINIMUM 20 GAUGE.
<br />RUNNERS: MARCH STUDS
<br />® FURRING MEMBERS: SCREW -TYPE HAT -SHAPED 20 GAUGE
<br />• PROVIDE CHANNELS AND HANGERS WIRE IN ACCORDANCE WITH GA 216.
<br />® FASTENERS AND ANCHORAGES IN ACCORDANCE WITH GA 216.
<br />PROVIDE GYPSUM WALLBOARD MATERIALS IN ACCORDANCE WITH
<br />RECOMMENDATIONS OF GA 216.
<br />STANDARD GYPSUM BOARDS SHALL BE 5/8" THICK USING MAXIMUM PERMISSIBLE
<br />LENGTH(S) ENDS SQUARE CUT, TAPERED EDGES.
<br />® MOISTURE RESISTANT GYPSUM BOARD (GREEN BOARD) SHALL BE 5/8°THICK USING
<br />MAXIMUM PERMISSIBLE LENGTH(S) ENDS SQUARE CUT TAPERED EDGES.
<br />FIRE -RATED GYPSUM BOARDS SHALL BE UL RATED, 5/8" THICK TYPE-"X" MAXIMUM
<br />PERMISSIBLE LENGTH(S) ENDS SQUARE.
<br />AGGREGATE PORTLAND CEMENT BOARD, 112" THICK, WITH POLYMER -COATED,
<br />WOVEN -GLASS MESH IN BACK AND FRONT SURFACES.
<br />PROVIDE GYPSUM WALLBOARD ACCESSORIES IN ACCORDANCE WITH GA 216.
<br />CORNER BEADS SHALL BE METAL.
<br />® PROVIDE REINFORCING TAPE, JOINT COMPOUND, ADHESIVE, WATER FASTENERS IN
<br />ACCORDANCE WITH GA 2%
<br />® INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS
<br />WITH MAXIMUM VARIATION OF 1/8" IN 10 FEET (11960) IN ANY DIRECTION.
<br />• METAL SUDS SHALL BE 16" ON CENTER UNLESS OTHERWISE INDICATED.
<br />• PARTITION HEIGHTS SHALL BE AS INDICATED ON THE DRAWINGS.
<br />® INSTALL DOUBLE STUDS AT DOOR. FRAME JAMS. INSTALL RUNNERS ON EACH SIDE OF
<br />THE OPENING AT FRAME HEAD HEIGHT BETWEEN JAMB AND STUDS AND ADJACENT
<br />STUDS.
<br />• INSTALL BLOCKING BEHIND DRYWALL FOR SUPPORT OF PLUMBING FIXTURES, WALL
<br />CABINETS TOILET ACCESSORIES, HARDWARE, AND ELSEWHERE AS REQUIRED.
<br />• COORDINATE INSTALLATION OF BUCKS, ANCHORS, BLOCKING ELECTRICAL, AND
<br />MECHANICAL WORK WHICH IS TO BE PLACED IN OR BEHIND PARTITION FRAMING.
<br />ALLOW SUCH ITEMS TO BE INSTALLED AFTER FRAMING IS COMPLETE.
<br />• ERECT WALL FURRING DIRECTLY ATTACHED TO CONCRETE BLOCK AND CONCRETE
<br />WALLS.
<br />SPACE FURRING CHANNELS MAXIMUM 16" ON CENTER, NOT MORE THAN 4" FROM
<br />FLOOR AND CEILING LINES,
<br />" ERECT SINGLE LAYER STANDARD GYPSUM BOARD IN DIRECTION MIOST PRACTICAL
<br />AND ECONOMICAL, WITH ENDS AND EDGES OCCURRING OVER FIRM BEARING.
<br />® ERECT SINGLE LAYER FIRS -RATED GYPSUM BOARD VERTICALLY, WITH EDGES AND
<br />ENDS OCCURRING OVER FIRM BEARING.
<br />USE SCREWS WHEN FASTENING GYPSUM BOARD TO METAL FURRING OR FRAMING.
<br />ALL WALLS ARE TO BE SKIMMED TO A PAINTABLE SURFACE.
<br />• PLACE CORNER BEADS AT EXTERNAL CORNERS. USE LONGEST PRACTICAL LENGTHS.
<br />PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS.
<br />TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, CORNERS, OPENINGS AND FIXTURES,
<br />TO PRODUCE SURFACE READY TO RECEIVE SURFACE FINISHES, FEATHER COATS
<br />ONTO ADJOINING SURFACES SO THAT CAMBER IS MAXIMUM 1132". FINISHING OF
<br />TAPING IS NOT REQUIRED ABOVE CEILING LINE.
<br />REMOVE AND RE -DO DEFECTIVE WORK.
<br />•' ! i' 1 x 1 • }
<br />FIXTURES
<br />• ALL FIXTURES ARE PROVIDED BY VPI AND INSTALLED BY CONTRACTOR.
<br />• CONTRACTOR TO ENSURE THAT ANY TRADES NEEDED DURING FIXTURE
<br />INSTALLATION ARE ON SITE THE DAY OF FIXTURE DELIVERY.
<br />aEN,URE THATROUGHED- INOP KINGSBUI _IN ANCHORAGES AND REINFORCING
<br />REQUIREDINSTALLATION OF WORK OS THIS SECTION ARE CORRECTLY
<br />FOR PROPER
<br />SIZED, INSTALLED, AND LOCATED.
<br />• SET ALL CASEWORK ITEMS PLUMB, SQUARE, AND TRUE, SECURELY ANCHORED TO
<br />BUILDING STRUCTURE WHERE REQUIRED,
<br />INSTALL ITEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SHOP
<br />DRAWINGS BY WORKERS SKILLED AND FAMILIAR WITH CASEWORK INSTALLATION.
<br />INSTALL BASE AROUND THE BASE OF ALL FIXTURES.
<br />® ADJUST DOORS, DRAWERS, HARDWARE FIXTURES, AND OTHER MOVING OPERATING
<br />PARTS TO FUNCTION SMOOTHLY AND CORRECTLY.
<br />DEEP CLEAN CASEWORK, COUNTERTOPS, SHELVES, HARDWARE, FITTINGS AND
<br />FIXTURES.
<br />FIRE SPRINKLER SYSTEM (WHERE APPLICABLE
<br />MODIFY EXISTING BUILDING SPRINKLER SYSTEM WITH ALARM SYSTEM TO
<br />LOCAL CODES, INCLUDING FIRE ALARM CONTROL PANEL(FACP) IF REQUIRED
<br />BY GOVERNING AGENCIES.
<br />CONTRACTOR IS TO PRODUCE ALL REQUIRED DOCUMENTS AND SUBMIT
<br />THEM TO ALL REQUIRED AGENCIES FOR APPROVAL. PAYING ALL FEES AND
<br />PERMITS.
<br />EIMSiO 16 - ELECTRICAL
<br />FIRE ALARM SYSTEM (WHERE APPLICABLE)
<br />DESIGN FURNISH AND INSTALL COMPLETE FIRE ALARM SYSTEM AS
<br />REQUIRED BY LOCAL CODES.
<br />CONTRACTOR IS TO PRODUCE ALL REQUIRED DOCUMENTS AND SUBMIT
<br />THEM TO ALL REQUIRED AGENCIES FOR APPROVAL, PAYING ALL FEES AND
<br />PERMITS.
<br />BURGLAR ALARM SYSTEM (WHERE !APPLICABLE)
<br />• FURNISH AND INSTALL COMPLETE BURGLAR ALARM SYSTEM AS REQUIRED
<br />BY LOCAL CODES.
<br />VPI'S BURGLAR ALARM SUB TO PRODUCE ALL REQUIRED DOCUMENTS AND
<br />SUBMIT THEM TO ALL REQUIRED AGENCIES FOR APPROVAL, PAYING ALL
<br />FEES AND PERMITS.
<br />7-
<br />OWNER
<br />VISIONWORKS
<br />175 E HOUSTON STREET
<br />SAN ANTONIO TX 78205
<br />PROJECT
<br />VISIONWORKS #1407 - GREENTREE PLAZA
<br />305 SE EVERETT MALL WAY, SUITE 21
<br />EVERETT, WA 98208
<br />a i i
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<br />CONTACT
<br />0.716.884.0059
<br />F,716.884.6414
<br />SCHEIDAIA.COM
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<br />SEAL/SIGNATURE
<br />1-1 REGISTERED
<br />ARCHITECT
<br />This drawing is copyrighted under the United States Copy Right Law and is the property
<br />of Scheid Architectural, the use of this drawing in any form without written permission is
<br />strictly prohibited.
<br />SHEET TITLE
<br />IN�,"I'll
<br />rr �
<br />C��°�L�t
<br />REVIFAIED GO R PERMIT
<br />PROJECT NUMBER
<br />2021-067
<br />PLOT DATE O
<br />9/1/2021 3:50:47 PM
<br />SHEET
<br />
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