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1030 PUTNAM AVENUE - 057-003-001 (3)
-7,77-7 . . . . . . . . . . . . ,.. ... _ ..._. -,., ,.,.. a E u a _ _ _ MONOLITHIC. SE 0 B VARIES � /� p v a a a a —, a i1 a O 4 a _ _,. , :. I` I" C0 MAN" P A Y � LT IN .. , . ., R E L E 0 CED STEEL REINFORCED a a 0 a a a a 0 a o a a 0 a a _ . , ,- _. 1N w .♦ , . R CONCRETE T 4 P C E E OE} S 28 BAYS o a ., a a a : ,. a , T _ coTui-r MA ,�APf�STA pLE . :U R {3S SEC Ti E SEC N END o E A UNDISTURBED B SBASE, `UN ST D D R BE . ., 4 , _ _., , , 1 5fi�7 GALLON SEPTIC TANK TPEA S0 ID SAT H L C BASIN TYPICAL LEACHING , PIT A H .SCALE s S AWN N4 6 9 AT . 2 D E ID m . 'rath� _ . _ _ _ _ holme� and me �r�c. , _ , • { 2 a G NOT SCALE TO S L 2t� OA 1 C L b N� c it n i e r : r e n e s a lan su ve r n s d Y� 'main _.. _ _ 20t� of s re >. t �t _ , No C� 0 c A S LE _ N T A C L fa m uth m o a. Q�5 , _ R J DRAWN � B CH E ., _.. :., 9 DT.D 6 8 JOB NCB. 6 _ ... 1 DWG. NO.. _ , . - N �.. SEE _. < , „ SPG ! I GTI ONS. . . I I. I ' - „ � �; ' X V 1510N 1 - G N i L REC�U I REM NTS uNn� UTILITIES NOT USED MUST BE TERMINATED AND GAPPED OFF PROPERLY. EXISTING 5UB-5URFACE UTILITIES SHALL BE LOCATED PRIOR TO PART III - EXECUTION . - .i tNs7 TIOI �1ETAL FASCIA I : `: - } ! , THE START OF ANY CONSTRUCTION -DIG SAFE. FIRE RE-SI5TANCE CHARACTERISTIC-. 161ERE INDICATED, PROVIDE 6EfERAI, COMPLY WITH SYSTEM MANUFACTURERS GURRRNT PtiBL.ISHED 5EGTION 07550 - 51NSLE-PLY ALUMINUM SHEET: ASTM B20g, 6065 ALLOY, T-5 TEMPER A3 6AJEE; t ` -- ' - - 01010 -- SUMMARY OF NORK 1. ALL WELDING SHALL BE DONE BY CERTIFIED 1'�ELDER5 ADD SHALL "GORE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE OF ASSEMBLIES 1NNSTRUCTIONS FOR INSTALLATION OF SYSTEM AS APPLICABLE TO FAGH TYPE OF MFMIRANE ROOFIN6`�' PRE -COATED WiTH ELECTROSTATICALLY APPLIED COATING OF , � - t. PARKING LOTNWVES - NEW PARKING LOT/DRIVENiAY WORK SHALL INCLUDE BUT CONFORM TO THE AM FOR ARC AND GAS WELDING WH05E FIRE RESISTANCE HAS BEEN DETERMINED PER A9TM E 114 BY SUBSTRATE INDICATED. ENAMEL. SEE FINISH SCHEDULE FOR COLOR SELECTION. I. THESE DRAYgIN65 ARE INTENDED TO COMMUNICATE THE SPECIFICATIONS FOR BUT NOT BE LIMITED TO: IN BUILDING CONSTRUCTION', LATEST EDITION, I TESTING AND (INSPECTING ORGANIZATION ACCEPTABLE TO ARCHITECTS A FREE-5TANP0*, 'PROTOTYPE" GV5 STORE. THEY ARE NOT FOR BASE - THE BASE FOR THE BITUMINOUS PAVEMENT SHALL BE WELL GRADED 2. NO CONNECTION SHALL CONSIST OF LESS THAN TWO 5/4' DIAMETER BOLTS OR AUTHORITIES HAVING JURISDICTION INSTAL LAjjON ANT SEALANTS PART I - GENERAL PROVIDE EXPANSION JOINTS AND JOINT COVERS A5 REQIRED GONSTRUGTION, AND MUST BE MODIFIED BY QUALIFIED ARCHITECTS AND GRAVEL MATERIAL LEVELED AND COMPACTED TO THE ELEVATION WELDS DEVELOPING A MINIMUM IOjJ00 POUNDS UNLESS NOTED OTHF-RWISE. PREPARE JOINTS AND APPLY SEALANTS, OF TYPE AND AT LOCA11ON5 INDICATED, �tARY BY FIELD CONDITIONS. EN61NEERS IN ORDER TO CONFORM WITH SPECIFIC SITE CONDITIONS, AND INDICATED ON THE 51TE PLAN; b- MINIMUM. PLACEMENT SHALL BE IN 3. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4' UNLE55 NOTED OTHERN5E.TO SUBMITTAL SUBMITTALS COMPLY WITH APPLICABLE REMI OF 'EIMA JOINT SEALANT R00F DRAINS B K A LOCAL CODES AND REGULATIONS. 2. CONSTRICTION AREA 1 15 ALL ARE45 NORTH OF RICHMOND, VIRGINIA. STRICT ACCORDANCE WITH THE LATEST DEPARTMENT OF STATE HIGHWAY5, 5TANDARD SPECIFICATIONS, PLAID IN 6" LIFTS AND 4. ALL WELDS SHALL BE VISUALLY INSPECTED BY CONTRACTORS TESTING AGENCY. GENERAL.: SUBMIT THE FOLLOWING iN ACCORDANCE WITH CONDITIONS OF THE CONTRACT. SPECIFICATIONS FOR EXTERIOR INSULATION AND FIN15H 5Y5TEM5," THi5 SECTION INCLUDES: I. SINN61.E-PLY MEMBRANE ROOFING SYSTEMS FULLY ADHERED OR PROVIDE d INSTALL 'ZURN INDUSTRIES, INC." 6' METAL ROOF DRAIN ASSOCIATES, INC. GONSTRIJGTION AREA 2 15 ALL AREAS SOUTH OF RIGHMOND, VIRGINIA. COMPACTED TO 45A5 OF THE MATiPRIAlS MAXIMUM DRY DENSITY 5. ALL BOLTS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION. CLEANING AND PROTECTION MECHANICALLY FASTENED WITH TRAINER MODEL x 2G-IO0-ERG-b'-NH OR EQUAL. PROVIDE (PROCTOR TEST, ASTM D-08). COMPACTION SHALL. BE DONE WITH A THE SNUG T1644T CONDITION 15 DEFIi ED A5 THE T16 ITt� THAT PRODUCT DATA FOR EACH COMPONENT OF EXTERIOR INSULATION AND FINISH SYSTEMS. REMOVE TEMPORARY GOVEJR11N1G AND PROTECTION OF OTHER WORK. PROMPTLY 2. ROOF RI61D INSULATION BOARD LEADERS A5 REQUIRED. Oreewt1t StreetBrpGkton, 0I040 - PROJECT GDORDiNATION VIBRATORY COMPACTOR. EXISTS M-Eri ALL PLIES IN A JOINT ARE IN FiRM CONTACT. THIS REMOVE PROTECTIVE COATINGS MOM WINDOW AND DOOR FRAMES AND AND 3. FLEXIBLE FLASHINGS CARPENTRY M,4MIAL 1142 MA 02402 PART I- GENERAL METHODS - CONSTRUCTION METHODS SHALL CONFORM TO THE STATE MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT YdZENGH OR SHOP DRAWING5 SHOKN 5 FABRICATION AND INSTALLATION OF SYSTEM INCLUDING OTHER SURFAGE5 OUTSIDE AREAS INDICATED TO RECEIVE PROTECTIVE COATIN6. 4. ROOF WALKWAY PADS DEPARTMENT OF PUBLIC WORK5 SPECIFICATIONS, SECTION 460, THE FULL EFFORT OF A MAN U51N6 A 5FUO WRENCH. PLANS, ELEVATIONS, SECTIONS, DETAILS OF COMPONENTS, JOINT LOCATIONS PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS iN A MANNER 5. ROOF DRAINS LUMiBER: P5 20; GRADED IN AGGOROANNCE WITH ESTABLISHED 1. COORDINATE CONSTRUCTION AGTIVITIE5 UNDER THE VARIOUS CLA55 i BITUMINOUS CONCRETE PAVEMENT, TYPE 1-1. b. THE CONTRACTORS TESTING A6ENGY SHALL PERFORM ALL INSPECTION AND AID CONLFI6URATION5 WITHIN SYSTEM AND BETWEEN SYSTEM A►ND CONSTRUCTION ACCEPTABLE TO INSTALLER AND SYSTEM MANUFACTURER THAT ENSURES SYSTEMS b. WOOD NNAILJRL5 GRADING RULE:5; MAXIMUM MOISTURE CONTENT OF 11 PERCENT. Phone: (�08) 583-%05 SECTIONS OF THESE CONSTRUCTION DOCUMENTS TO A59JRE EFFICIENT BITUMINOUS PAVING - BITUMINOUS CONCRETE PAVING PLACED IN TNLO TE5TIN6. THE 5TRUGTURAI_ STEEL FABRICATOR AND ERECTOR SHALL 5GIEDU-E PENETRATING IT, AND ATTACHAIEN'T5 TO CONSTRUCTION BEHIND SYSTEM. BEING WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL 1. METAL FASCIA AND COPIN65 NAILS SPIKES AND 5TAPLE5: GALVANIZED FOR EXTERIOR AND FAX: (LJ" O8) 584-2914 d ORDERLY INSTALLATION OF EACH PART OF THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE TO VISIT THE SITE PRIOR TO COURSES SHALL HAVE. A MINIMUM FINISH THICKNESS OF 2-1/2' INCHES; ALL ABOVE TESTING REQUIREMENTS TO BE �. THE ONT C AVOW SHALL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL SAMPLES FOR VERIFICATION PURPOSES lI THE FORM OF 2-FOOT-SQUARE PANELS GOMPI.ETION SUBMITTALS HIGH HUMIDITY LOCATIONS AND TREATED WOOD; SIZE AND TYPE BID SUBMITTAL TO BETTER FAMILIARIZE HIMSELF WITH CONDITIONS A I-1/2" BASE COURSE AND I" FIN15H COURSE. BITUMINOUS CONCRETE ERECTION PROCEDURES AND SEQUENCES WITH RELATION TO TEMPERATURE FOR EACH FINISH, COLOR, AND TEXTURE SPECIFIED. PREPARE SAMPLES U51N6 � � GENERAL: SUBMIT THE FOLLONN6 ACCORDING TO CONDITIONS OF TO SUIT APPLV,ATION AT THE SITE AFFECTING PERFORMANCE of CONTRACT WORK MIXTURES SHALL BE LAID ONLY WHEN THE SURFACE 15 FREE OF DIFFERENTIALS AND STABILITY'. SAME TOOLS AND T'EGHNiQUES INTENDED FOR ACTUAL WORK. SYSTEM MANUFACTURER SHALL PROVIDE AFIVE-YEAR LIMITED WARRANTY FOR CONTRACT. BOLTS, NITS, WASHERS, LAGS, PINS AND SGRE 16: MEDIUM CARBON . 3. CONTRACTOR SHALL M- RESPONSIBLE FOR LAYIN6 OUT THE WORK, AND SHALL INFORM GV5 OR THE ARCHITECT OF ANY FOREI6N MATTER AND WHEN THE WEATHER 15 NOT F066Y OR RAINY. THESE OPERATIONS SHALL BE CARRIED ON ONLY WHEN THE 8. AFTER FABRICATION, ALL STEEL, EXCEPT' THAT TO BE GALVANIZED, SHALL BE INCORPORATE NTHIN EACH SAMPLE A TYPICAL CONTROL JOINT FILLED MATERIALS. PRODUCT DATAINSTALLATION INSTRUCTIONSAND 6ENrRA1 REGOM- , , STEEL; SIZED TO SUIT APPLICATION; GALVANIZED FOR EXTERIOR D15CREPANCIE5 AFFECTING PROPER COMPLETION OF CONTRACT WORK. ATMOSPHERIC TEMPERATURE 15 NOT LE55 THAN 40 DEGREES F. IN GLEANED OF ALL RV5T, L005E MILL SCALE AND OTHER FOREI6N MATERIALS AND REICIVE:D ONE GOAT OF APPROVED PRIMER PAINT. KITH SEALANT OF COLOR INDICATED OR SELECTED. O73I I - ASPHALT SHIN6LE5 MENDATIONS FROM MANUFACTURER OF 51%L.E-PLY MEMBRANE SYSTEM AND HIGH HUMIDITY LOCATIONS AND TREATED WOOD. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY TRADE SUBCONTRACTOR PERMITS, INCLUDING FEES FOR SAME, YWIGH ARE LIE SHADE. ALL AREAS SUBJECT TO TURNING TRAFFIC SHALL HAVE AN 6" BASE AND A MINIMUM 3" BITUMINOUS FIN15H COURSE (2" BINDER AND q• THE FABRICATOR SHALL FURNISH CHECKED SHOP AND ERECTION DRAWINGS INSTALLER CERTIFICATES SIGNED BY MANUFACTURER CERTIFYING THAT I PART I FOR TYPES OF ROOFING REQUIRED. INCLUDE DATA SUBSTANTIATING THAT MATERIALS COMPLY WITH REQUIREMENTS. FASTENERS: BOLTS OR POWDER ACTIVATED TYPE FOR REQUIRED FOR THE PERFORMANCE OF THE WORK THE GENERAL i' FINISH). AND OBTAIN APPROVAL PRIOR TO FABRICATING ANY 5TLPXTURAL STEEL. IN5TALLER5 COMPLY WITH REQUIREMENT5 UNDER 'QUALITY A5WRWE' ARTICLE. -GENERAL SAMPLES OF FIk15IED ROOFING SHEETS, INNCLlAIN6 T-SHAPED 51DE/END- ANCHORAGE TO STEEL. BUILDIN6 PERMIT WILL BE OBTAINED AND PAID FOR BY OTHERS. BITUMINOUS PAVING - SHALL BE AME5ITE IN ACCORDANCE WITH ASPHALT 10. GUTS' HOLES' OPENIN65, ETC. REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE 5HOWN ON SHOP ORMIN65 FOR I pgC,RIPTION OF WORK: LAP SEAM, AND INSULATION BOARD WOOD TREATMEM PART 3- EXECUTION INSTITUTE SPECIFICATIONS A-2A AND A-2B. THE JOB -MIX FORMULA STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP. BURNING OF HOLES OR ¢I�ALIIY ASSURANCE INSTALLER QUALIFICATION5: ENGAGE AN EXPERIENCED INSTALLER WHO 15 EXTENT OF SHINGLES IS INDICATED ON DRAWINGS AND 15 HEREBY DEFItNIfD TO INCLUDE UNITS EMPLOYED A5 WEATHER PROTECTION FOR WALLS AS WELL AS FOR SHOP DRAMN65 SHONN6 ROOF CONFIGURATION, SHEET LAYOUT, SEAM SHOP PRE55 MZE TREAT AND DELIVER TO SITE READY FOR INSTALLATION, FOR THE BINDER AND SURFACE COURSE SHALL CONFORM To STATE GUT IN STRGIUTURAL STEEL MEMBERS iN THE FiELD WILL NOT BE PERMITTED CERTIFIED IN WRITING BY SYSTEM h1ANJFAGTURER AS QUALIFIED 70 INSTALL STEPPE ROOFS. LOCATIONS, COLORS (A5 APPLICABLE), DETAILS AT PERIMETER, AND WOOD MATERIALS REQUIRING PRESSSURE IMPREGNATED PRESERVATIVES. 1. INSPECTION OF CONDITIONS - THE INSTALLER OF EACH MAJOR SPECIFICATIONS. FINAL MINIMUM THICKNESS SHALL BE 2-1/2' MIN. EXCEPT BY WRITTFN PERMISSION FROM THE ARCHITECT. MANUFACTURERS SYSTEM. QUALITY A55URANCE: SPECIAL CONDITIONS. .4� LJ PRESERVATIVE: C A OLMANY.OPPERS COMPONENT SHALL INSPECT BOTH THE SUBSTRATE AND CONDITIONS II. ALL BEAM TO TUBE COLUMN CONNECTIONSHALL BE TH� PLATE CONNECTIONS, INDICATE LAYOUT OF TAPERED INSULATION MATERIALS. RETENTION, COMPANY, EQUAL. UNDER WHICH WORK 15 TO BE PERFORMED. DO NOT PROCEED COMPACTION - 5ELF-PROPELLED PNEUMATIC ROLLERS HAVING A MINIMUM UNL.E555 OTHERWISE NOTED. DE4IVERY. STORAGE, AND HANDLING PERFORM WORK IN ACCORDANCE WITH NGRA STEEP ROOFING MANUAL. UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN AN AGGEPTABL.E MANNER, GROSS WEIGHT OF TWELVE TONS AND UNIFORM TIRE PRE55URE5 SHALL BE REQUIRED BETWEEN INITIAL AND PINAL STEEL WHEEL ROLLING AS O5510 - 5TRUGTURAl_ METAL ROOF DECK DELIVER PRODUCTS IN ORIGINAL, UNOPENED PAGKA6£S AND CONTAINERS WITH UL LISTING: PROVIDE LABELED MATERIALS WHICH HAVE BEEN TESTED AND QUALITY A5511R1WCE MEMBRANE MANUFACTURER- COMPANY SPECIALIZING 1N SHEET ROOF PART 3 - E:XEGUTION 2. ALL WORK SHALL BE ACCOMPLISHED WITH OUAL17Y WORKMANSHIP DIRECTED BY GV5 FOR BOTH BINDER AND SURFACE COURSES. ROLL MANUFACTURERS LABEL5 imnFYING PRODUCTS LEGIBLE AND INTACT. LISTED BY UL FOR GLA55 AND RATING INDICATED FOR EACH 5HIN6LE TYPE MEMBRANE KITH TEN YEARS DOGME UNTi^D EXPERIENCE.WS PREPAR, Sri OF THE HIGHEST INDUSTRY STANDARDS. ALL MATERIALS SHALL THE FINU5H SURFACE UNTIL A SMOOTH AND DENSE TEXTURE 15 PART • I - PRODUCTS STORE MATERIALS INSIDE AND UNDER GCNER KEEP THEM DRY AND PROTECTED REQUIRED. BE INSTALLED IN STRICT ACCORDANCE NTH THE OBTAINED, FREE DRAINING AND FREE OF PUDDLING. i. ALL METAL DECK SHAM BE GALVANIZED AND DE5161NED FOR THE CONDITIONS FROM THE HEATHIER, DIRECT 5UNLI6HT, SURFACE CONTAMINATION, AGING, CORROSION, DAMAGING TEMPERATURES, DAMAGE FROM GON5TRILICTiON TRAFFIC, INSTALLER: GOM!'AM( SPECIALIZING IN INSTALLATION OF ASPHiALT SHHII6LE5 INSTALLER: ENGAGE AN EXPERIENCED INSTALLER THAT HAS SPECIALIZED GDO AL, COMPLY WITH MANUFAGTURERV IN5TRUGTTONI5 TO PREPARE SUBSTRATE TO RECEIVE SINGLE -PLY MEMBRANE SYSTEM, MAWFAG11A2ER5' INN5TRl1GTlOkS AND RECOMMENDATIONS. CONTROL JOINTS -ALL JOINTS AT OLD PAVEMENT SNAILS BE SAYER VERTICAL SHOWN ON THE DRAWINL65 AND THE LOADS INDICATED. AND OTHER CAUSES. WITH FIVE YEARS,OF DOCUMENTED EXPERIENCE. IN INSTALLING ROOFING SYSTEMS SIMILAR TO THOSE REQUIRED FOR THIS 01050 - FIELD EN6INEERIN6 BUTT JOINTS AND SHALL RECEIVE A LIGHT COATING OF ASPHALT EMULSION A SHORT TIME BEFORE NEW PAVING COMM- GE5. 2. METAL DECK SECTION PROPERTIES SHALL BE COMPUTED IN AC60RDWE WITH "AI51 - SPECIFICATION FOR THE DE5I6N OF GOLD FORMED STEEL STACK INSULATION BOARDS FLAT AND OFF THE GROUND. IPROJECT. MRTTAL5: INSTALLER MUST BE ACCEPTABLE TO OR UCEN5ED BY MANUFACTURER OF PRIMARY ROOFIN6 MATERIAL AND HAVE FIVE YEARS VERIFY THAT Pi?NETRATIONS, EXPANSION JOINTS, AND BLOGKIN6 ARE IN PLACE AND SECURED AND THAT ROOF DRAINS ARE CURB CUT - PROVIDE ADA APPROVED HANDICAPPED CURB GUT DIRECTLY 5TRIJCTURAL MEMBERS". PROJECT C4ND1T10N5 PRODUCT DATA: SUBMIT TECHNICAL PRODUCT DATA, INSTALLATION DOCUMENTiD EXPERIENCE. PROPERLY CL-AM^B'ED INTO POSITTCNN. PART I- GENERAL FACING THE GV5 STOREFRONT ENTRANCE DOORS. ENVIRON -VITAL CONDITION5: DO NOT INSTALL SYSTEM WHEN AMBIENT OUTDOOR INSTRUCTIONS AND RECOMMENDATIONS FROM SHINGLE MANUFACTURER, INCLUDING WORK ASSXIATED WITH SINSL E-PLY MEMBRANE ROOFING, INGLUOIN6 1. EXISTING UTILITIES d EQUIPMENT - THE EX15TENGE AND LOCATION OF EXISTING PARKING - AREAS AND DRIVEWAY5 SHALL BE FREE OF POTHOLES AND PART 11 - EXECUTION TEMPERATURES ARE 40 DE6 F (4 DEG 6) AND FALLING UNLESS TEMPORARY PROTECTION AND HEAT ARE PROVIDED TO MAINTAIN AMBIENT TEMPERATURES DATA THAT MATERIALS COMPLY WITH REQUIREMENT5. (eUT NOT LIMITED TO) W51)LATION, FLASHING, AND MEMBRANE SHEET JOINT SEALERS, 15 TO BE PERFORMED BY INSTALLER OF TH15 WORK. GLEAN SUBSTRATE OF DUST, DEBRIS, AND OTHER SUBSTANCES UNDERGROUND AND OTHER UTILITIES AND CONSTRUCTION INDICATED AS FJCl5TI1N6 ARE NOT GUARANTEED: BEFORE BE6ININNG THE WORK, IN SOUND CONDITIONS; PATCH, RESURFACE AND STRIPE. EXISTING � 7W�yA L 7 PARlCIN6 1A BY 1. THE ERECTOR SHALL ESTABL15H A WELDING PROCEDURE FOR THE WELDING OF THE STEEL DECKING TO T}� STKUGNRAL STEEL FOR THE ABOVE 40 PEG, F (4 DEG C) DURING INSTALLATION OF WCT MATERALS AND FOR SAMPLES: SUBMIT 2 FULL-SIZE 5HNINGLES FOR VERIFICATION OF �5 DETRIMENTAL TO SINGLE -PLY SYSTEM INSTALLATION. REMOVE SHARP LOE' .A5�MJ5TA13E SEALLED NTH JJI-16 PARTICULAR GAGE USED. PRIOR TO START OF ERECTION OF STEEL DECK, 24 HOURS AFTER INSTALLATION OR LONGER TO ALLOW THEM TO BECOME U.. L15TIN6: PROVIDE LABELED MATERIALS THAT HAVE BEEN PROJECTIONS. INSTALL CANT 5TRIP5, FLASHiN65, AND ACCESSORY INVESTIGATE AND VERIFY THE EXI5TENGE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER CONSTRUCTION. CONTACT LOCAL UTILITIES, R-P-00355. I EACH WELDER SHALL BE QUALIFIED USING THIS PROCEDURE AS THOROUGHLY DRY AND WEATHER RESISTANT. MAINTENANCE STOCK: 2% OF EACH TYPE/GOLOR/TEXTURE SHIN6L USED IN THE TESTED AND LISTED BY U. IN "'BUILDING MATERIAL TING ITEMS AS SHOW AND A5 RECOMMENDED BY MANJFAGTURE-H'� AND COMPLY WITH ALL V6-SAFE' REQUIREMENT5. 51TE LAYOUT/DE51GN - THE SITE PLAN DESIGN SHALL BE DEVELOPED TO WITNE55ED BY THE TE5T1N5 LABORATORY. �IN6 A1ND SCHEDUI.IIG 5EWENr,E INSTALLATION OF 5Y57EM WITH RELATED WORK SPECIFIED IN OTHER WORK. DIRECTORY" OR BY OTHER NATIONALLY REGO6NIZED TES LABORATORY FOR CLA55 A RATED MATERIAL5/SY5TEM. PREVENT GO}�fP0UVD5 FROM ENTERING AND CLOGGING DRAINS AND 00tMTOR5 AND FROM SPILLING OR MIGRATING ONTO 01400 -' QUA-.ITY CONTROL INCLUDE THE DRIVE-THRU PHARMACY. THE LOCATION SHALL BE COORDINATED WITH THE GV5 DRAFTIN6 MANAGER. SPECIAL ATTENTION 2. ALL ENDS OF METAL DECK PANELS SHALL BE LAPPED TWO (2) INCHES AND BOTH PANELS SHALL BE WELDED TO THE 5UPPORTI% STRUCTURE. SECTIONS TO EWNI,JRE THAT WALL A55E BL.1E5, INCLLUDING FLASHING, TRJM, AND MIVERY. STORAGE AND HANDLING: PROJECT CONDITIONS SURFACES OF OTHER WORK SHOULD BE GIVEN TO SITE LAYOUT OF THE LOADING DOCK, DRIVE-THRLI JOINT SEALERS, ARE PROTECTED AGAINST DAMAGE FROM YEATHER AbIIb, MANUFACTURERS - HEATHER, PROCEED WITH ROOFING WORK WHEN EXISTING AND � � PART I- GENERAL PHARMACY AND COMPAGTORAXM=5TER. 05400 - LIGHT 6A6E STEEL FRAMIN6 CORROSION, AND OTHER CAUSES. DELIVER MATERIAL5 IN UJOP , LABELED BUNDLES, ROLLS FORECASTED WEATHER CONDITION5 PERMIT WORK TO BE INSTALLItN�lNSUtATiON . I. SHOP OR.AWIN65: SUBMIT NENLY PREPARED INFORMATION SITE PLAN DEVELOPt�NT - THE LANDLORD WILL EMPLOY A REGISTERED PART I - GENERAL PART 2 - PRODUCTS OR GourA1NIER5. PERFORMANCE ix AClNTY RE UI WITH MANJFAGTJRERS' REGOh1N1EN- RATIONS AND WARRANT' REQUIREMENTS. GENERAL: EXTEND INSULATION FULL THICKNESS IN TWO LAYERS, OR iN O DRAM TO ACCURATE SCALE. HI6H�IGKf, ENCIRCLE, OR OTNERYLISE INDICATE ENGINEER/ARGFfITEGT TO DEVELOP A SITE` PLAN WLHIGH OUTLINES I. ALL DESIGN, DETAILING, FABRICATION, AND ERECTION OF L16HT GAGE FRAMING RGGEP7ABLE MA'"tlJJFAGIURERS STORE MATERIALS TO AVOID WATER DAMAGE, AND STORE ROLLED GOODS ON END. MULTIPLE LAYERS OVER ENTIRE SURFACE TO � IN51UL-ATEV, GUTTING AND FITTING TIGHTLY AROUtD OBSTRUCTIONS. FORM CANT STRIPS, F- - Z DEVIATIONS FROM THE CONTRACT DOCLIMENT5, DO NOT REPRODUCE DRAINAGE AND INCLUDES RELATED DETAILS. CRITERIA FOR ALL SHALL BE iN ACCORDANCE WITH AMERICAN IRON AID STEEL INSTITUTE DRYVIT SYSTEMS, INC. COMPLY WITH MANUFACTURER'S RECOMMENDATIONL5 FOR J08-SITE STORAGE AND SUBSTRATE CONDITIONS 00 NOT BE61N ROOFING INSTALLATION UNTIL SUBSTRATES HAVE BEEN CRICKETS, SADDLES, AND TAPERED AREAS WITH ADDITIOHNAL MATERIAL < OR COPY STANDARD INFORMATION AS THE BA515 OF THE SHOP DRAWINGS A5PEGT5 OF SITE COMPLIANCE WITH THE TOWN SHALL BE THE 'SPECIFICATIONS FOR THE DE516N OF COLD -FORMED STEEL 5TRUGTURAL MEMBERS", STO INDUSTRIES, INC. PROTECTION. INSFECTED AND ARE DETERMINED TO BE IN SATISFACTORY CONDITION. AS SHOWN ARID AS REQUIRED FOR PROPER DRAINAGE OF MEMBRANE.' . � SHOP VP.AM1 65 TO INCLUDE: RESPON51BIL17Y OF THE LANDLORD. LATEST EDITION, AND THE MANUFACTURERS DETAILS AND SPECIFICATIONS. 5ENE 6Y, INC. "C�iTION5 STA66ER JOINTS IN ONE DIRECTION FOR EACH COURSE. FOR ' DIMENSIONS, d FIELD E5TA6415HED DIMENSIONS 2. CALCULATIONS AND DETAILED SHOP DRAWINGS, STAMPED BY A PROFESSIONAL MAC ` N MULTIPLE LAYERS, STA66ER JOINTS IN BOTH DIRECTIONS BETYCEN Q _< CA IDENTIFICATION OF PRODUCTS d MATERIALS TRAFFIC MARKINGS - PROVIDE PARKING SPACE AND TRAFFIC CONTROL D466INEER REGISTERED IN THE STATE K-ERE THE BUILDING 15 TO BE CONSTRUCTED COMPATIBILITY: PROVIDE ACRYLIC BASED WATERPROOF MEMBRANE COATING AND 5UBSTRATE: PR•OGEED WITH SHINGLE WORK ONLY AFTER SUBSTRATE PROVIDE TYENTY YEAR MANUFACTURERS TOTAL SYSTEM PERFOR- CODURES WITH NO 6AQ5, TO FORM A COMPLETE THERMAL ENVELOPE. z Q 11 COORDINATION COORDINATION REQUIREMENT5 • COMPLIANCE WITH SPECIFIC STANDARDS MARKIN65 AS IND16ATi=D ON SITE PLAN. TYPICAL PARKING SPACE PATTERN SHALL BE g WIDE 8Y 20 DEEP. PROVIDE HANDICAPPED FGR THE LIGHT GAGE N4ETAL ROOF TRBY�S MUST BE SUBMITTED AND APPROVED BY I AIR BARRIER, ADHESIVE, BOARD INSUATION, REINFORCING FABRICS, BASE AND CONSTRIUCTION AND PENETRATING WORK HAVE BEEN COMPLETED. MANGE NIONPRORATI?> WARRANTY WITH Alp DOLLAR LIMIT FOR ALL PROVIDE TAPERED UNITS TO SUIT DRAIALA6E PATTERN INDICATED. � UJ tfY kD 2. ANY SUBSTITUTiONS FOR MATERIALS/MANJFAGTURER5 SPECIFIED MUST DESIGNATED PARKING 5PACE5 IN AN AREA ADJACENT TO THE SHORTEST THE EiN61NEER OF RECORD PRIOR TO FABRICATION OF THE ROOF TR 5 E5. FINISH COAT MATERIALS, SEALANTS, AND ACCESSORIES THAT ARE COMPATIBLE WEATHER CONDITIOI5: PROCEED WITH SHINGLE WORK ONLY i WEN WEATHER ALL PRODUCTS SUPPLIED BY THE ROOFING MANUFACTURER DO NOT INSTALL MORE INSU ATiON IN A DAY THAN CAN BE COVERED - F - Q < BE APPROVED BY THE GV5 PROJECT MANA6ER. SUBMIT SUBSTITUTION POSSIBLE DISTANCE TO THE MAIN STORE ENTRANCE. CURB -GUT AND WITH ONE ANOTHER AND APPROVED FOR USE BY SYSTEM MANUFACTURER. CONDITIONS ARE IN COMPLIANCE WITH MAN FACTURER'5 RECOMMENDATIONS AND WARRANTY: INCLUDE COVERAGE OF MATERIALS AND INSTALLATION WITH MEMBRANE BEFORE END OF DAY OR BEFORE START OF INCLEMENT LLI 6 tip _1 REQUESTS IN WRITING, ALONG WITH PROPOSED MANUFACTURERS HANDICAP SPACES MUST CONFORM WITH ADA LOCAL, STATE AND FEDERAL CODES. PART I I -PRODUCTS A�EPTA)�LE SYSTEMS W►$T1 SUBSTRATE 15 COMPLETELY DRY. RESil.T1N6 FROM FAILURE TO RESIST PENETRATION OF MOISTURE. WEATHI�t SEc:l1RE ROOF INLIILATION TO SUBSTRATE WITH MECHANICAL w X_ ") W ( PRODUCT DATA AND SAMPLE OF PRODUCT IN GOLOR/FIN!5H SPECIFIED. NOTE ANY C05T SAVINGS TO BE CREDITED TO LANDSCAPING - LANDSCAPING SHALL CONFORM TO THE GV5 PROTOTYPE SITE/ 1. 5nV/TRACK DESIGNATIONS REFER TO MARINO WARE INDUSTRIES, INC. i FOLLOW NG MINIMUM 1. 'OUTSU.ATION SYSTEM" WITH 'BACKSTOP" ACRYLIC WATERPROOF - MEMBRANE AND AIR BARRIER, BY DRYVIT. SPECIFIED PRODUCT WARRANTY: KARRANTY PERIOD: 20 YEARS FROM DATE OF SUBSTANTIAL COMPLETION 1 ANCHORS OF TYPE AND 5PAGIN5 INDICATED BUT IN NO CASE PROVM LESS THEN ONE ANCHOR Plat 4 SQ. FT. OF SURFACE AREA OR - LANDSCAPING PLAN (DWG. DI) AND SHALL BLEND IN WITH THE WITH THE DESIGN PROPERTIES: : PROVIDE 5H'N6LE MANUFACTURERS yiARRANTY ON INSTALLED WORD AGREEING TO THE WARRANTY SHALL NOT DEPRIVE THE OWNER OF 1 L.E56 ANCHORAGE THAN REQUIRED BY FM L055 PREVENTION DATA OL OWNI R FOR USE OF SUBSTITUTED PRODUCT. 3. THE CONTRACTOR SHALL EMPLOY d PAY AN INDEPENDENT 5URROUNDIN6 AREA. PLANTINGS MAY VARY DUE TO CLIMATE WITH DE516NLATION SX (IN3) IX (IN4) 4' X 20 GA. STUD (45W20) 351 .681 2. 'SENERFLEX" WITH 'EXTRA -STOP' WATERPROOF MRANE AND AIR BARRIER, BY 5ENERGY PAY FOR REPAIR OR REPLACEMENT OF DEFECTIVE SHINGLES A5 AEGE55ARY TO RIGHTS THE OWER MAY HAVE UNDL t OTHER PROV1510N5 OF 5HEET 1-25. < v 1O O A6ENGY TO PERFORM SPECIFIED QUALITY CONTROL 5MOCE5. CONDITIONS. COMPLIANCE THE CITY BUILDING, DEPARTMENT RE:QUIREMtENTS AND N5FE5 SHALL BE COVERED BY THE LANDLORD. 4' X 20 6A, TRACK (4T20) .4a8 201 3. 'R WALL" KITH "FLEXL" WATERPROOF MEMBRANE AND AIR ELIMINATE LEAKS. PERIOD OF WARRANTY, IS 25 YEARS FROM DATE OF THE CONTRACT DOCUMENTS AND WILL BE IN ADDITION TO AND RJN CONCURRENT WITH OTHER WARRANTIL--Sa- MADE BY THE CONTRACTOR SET INSULATION UNIT5 ON SUBSTRATE WITH MECHANICAL T AN IN&ROUND SPRINKLER SYSTEM SHALL BE M-516NED AND INSTALLED 6' X 18 bA. STUD (65WI8) 2308 lbg BARRIER BY STO INDUSTRIES. SUBSTANTIAL COMPLETION. UNDER REQUREMiENT5 OF THE CONTRACT DOCUMENTS. FASTENERS OR SPOT ADHE51VE5 AND COVER IMMEDIATELY KITH L005E MEMERANE FOR BAtLASTi V INSTALLATION. -1 ll.. 111 OI QQ - TEMPO RY FAGILIT SPECIFICALLY FOR EACH GV5 SITE. b' X 18 GA. TRACK (bTIB) L-768 521 COLORS AND TEXiURFS OF PROTECTIVE COATING: MATCH DRYVIT5 PART 2 - PRODUCTS PROVIDE 1PRC>TECTIOx SHEET BETWEEN 1NSULA ION AND NET�BRA*E _! - a] PART I- GENERAL 8' X Ib bA. STUD (85WI61 5.180 1.445 'SANDBLAST" FINISH . SEE FINISH 504IM-E FOR COLOR ASPHALT SHINGLE MATEf21AL5; PART 2 - PRGDUGTS WHEN RECOMMENDED BY MEMBRANE MANJFACTURER. ?- � 0) I 8" X 16 GA. TRACK (eM6) 4.52q .qbq U, - � 1. THE CONTRACTOR SHALL. COMPLY KITH ALL REGULATIONS GOVERNING 2. ALL L16W 6A&E FRAMING SHALL BE 6ALVANIZID AND SHALL GONPORM TO ASTM A-446 SURFACE -SEALER: SYSTEM MANUFACTURERS STANDARD ADHESION INTERMEDIARY DESIGNED TO IMPROVE BOND BETI"LEEN 5 65TRATE OF TYPE INDICATED AND 3-01MEN51ONAL LAMINATED STRIP 5HIN6L.E )UL CLASS 'A': MINERAL- SURFACED, SELF-SEALING, LAMINATED MULTI -PLY OVERLAY CONSTRUCTION " PERFORMANCE: PROVIDE ROOFING MATERIALS IDENTIFIED i T A�K_MEIJ3RANE LPL! Z 7 THE REQUIREMEMS FOR TEMPORARY FACILITIES, lNGLUDINIG BUT NOT LIMITED TO: I 6RADE D WITH A MINIMUM YIELD 5TRE55 OF 33,000 P51 FOR 18 GA6E COMPONENTS ADHESIVE FOR APPLICATION OF INSULATION. NBER&LA5S BASED STRIP SHINGLE COMPLYING WITH A5TM D 5015, TYPE 1, AND TO BE OF 6ENERIG TYPE INDICATED AND TESTED TO SHOW GEI�R ; START INSTALLATION ONLY IN PRESENCE OF > O V -- _-- --___ ' BUILDING CODE REQUIREMiENT5 AND 50,000 PSI FOR COMPONENTS 16 GAGE AND THICKER. PLASTIC TRACKS FOR APPLICATION OF INSULATION: SYSTEM MANUFACTURERS WITH ASTM D 3462. PROVIDE 5HIN6L.E5 BEARIN6 UL CLA55 "A' EXTERNAL FiRE COMPLIANCE WITH REQUIRED PERFORMANCES. MANLIFAGTUFER'S TECHNICAL REPRE-SSENTATiVE. ' HEALTH AND SAFETY RE6ULATION5. .- DIY1510N 5 GONGR T STANDARD PLASTIC TRACK 5Y5TEM CONSISTING OF HORIZONTAL STARTER TRACKS, EXPOSURE LABEL AND U. "WIND RESISTANT' LABEL. COMPATIBILITY: GUT OUT AND REPAIR MEMBRANE DEFECTS AT THE END OF UTILITY COMPANY REGULATIONS. PART III - EXECUTION � HORIZONTAL HOLDING TRACKS, AND VERTICAL TEE -SHAPED M�R5 DE-516AE1? AVAILABLE PRODUCTS: SUB.IEGT TD COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS REGON1ENDi?J BY M1AN,FAGTLREW EACH DAYS WORK I ' POLICE, FIRE DEPARTMENT AND RESCUE 5QUAD RULE5. PART I - GENERAL I. STEEL 57LDS AT EXTERIOR WALLS SHALL BE 6" X 16 GA. 5PACED a VOL. . FOR MECHANICAL ATTACHiMENT TO SUBSTRATES INDICATED AND FOR ATTACHING PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE: TO BE FULLY COMPATIBLE WITH INDICATED 5L6TRATE5. PROVIDE MECHANICALLY FASTENED ME lW,ANE, INSTALL MEMBRANE BY UNROL- ' ENVIRONMENTAL PROTECTION REGULATIONS, I. COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT, PL.UMBIN6, UNLlaS NOTED OTHERWISE. INSULATION BY EN16A,61N6 GROOVES IN EDGES OF INSULATION, ATION "PEWTER " 5ET'ARATION MATERIALS A5 REQUIRED TO ELIMINATE LING OVER FARED SUBSTRATE, LAPPING ADJOINING SHEETS A5 I , w MECHANICAL, ELECTRICAL CONTRA�,TORS AND LOCAL AGENCIES, 2. HEADERS OVER EXTERIOR WALL OPENINGS SHALL BE 2 STUDS WITH 2 TRACKS ADHESIVE FOR APPLICATION of INSULATION: SYSTEM TiMBERLINE 25 FIBER 6LA55; 6AF CORP. COLOR BLEND . CONTACT BETYNEEN INCOMPATIBLE MATERIALS. RECOMMENDED BY MANUFACTURER AND BONDING AND SEALING 5EAM15. � 01600 - MATERIAL$ AND EQUIPMENT 2. SEE ARCOTEGTURAL DRAWIN&S FOR TYPE AND LOCATION MATCHING WALL STUD SIZE AND GAGE TOP AND BOTTOM. 3. HEADER5 SHALL BEAR ON A SINGLE JACK STUDS WITH TWO ADDITIONAL STUDS STANDARD FORMULATION DESIGNED FOR INDICATED USE, COMPATIBLE WITH COMPATIBLE ASPHALT -SATURATED ROOFING FELT: N0. l5, UiN 1 ORATED ORGANIC FELT, AC.GEPTABLE MANUFAGTIJRERS: INSTALL MECHANICAL FASTENERS AT SPACING RECOMMENDED BY MANUFACTURER, COVER WITH ADHESIVE -APPLIED MEMBRANE SO THAT i _-- Part (- GE:NE:RAL OF ALL FLOOR FINISHES. ! CONTINNflJOU5 BY THE HEADER AT EACH SIDE OF THE OPENING. SUBSTRATE, AND COMPLYING WITH THE FOLLOWING REQUIREMENT5: COMPLYING WITH ASTM D 226 TYPE 1, 56' WIDE APPROXIMATE WEIGHT IS FIRESTONE BUILDING PRODUCTS, INC. 5TEVEN5 ROOFING SYSTEMS NO FA5TE:AERS ARE EXPOSED. INSTALL FLASHIN65 AS RECOMMENDED I. DELIVER, STORE AND HANDLE PRODUCTS IN ACCORDANCE WITH THE PART 11 - PRODUCTS 4. PROVIDE BRIDGING PER MANUFACTURERS REQUIREMENTS. NOTE: BRID6IN6 REQUIREMENT FACTORY -MIXED N TO FORMULATION DESIGNED FOR ADHESIVE ATTACHMENT OF INSULATION TO 505TRA7E5 OF TYPE INDICATED AS APPROVED BY SYSTEM LJ35J'SQUARE. GARLISLE SYNTEG SYSTEMS BY MEMBRANE MANUFACTURER. MANUFACTURERS REGOMMANDETIONS, LSIN6 MEANS AND METHODS THAT 1. ALL CONCRETE SHALL BE MADE WITH HARD ROCK AND SHALL t MAY BE MORE 5TRI46ENT WHEN SHEATHING 15 NOT ATTACHED TO BOTH FLANGES. MANUFACTURER. NAILS: AL.URINUM OR HOT -DIP GALVANIZED 11 OR 12-6A6E SHARP -POINTED, SUBSTITUTIONS: KILL PREVENT DAMAGE, DETERIORATION! AND LOSS, INCLUDING THEFT. HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 5000 P51 AT 26 CONVENTIONAL ROOFING NAILS WITH BARBED SHANKS, MINIMUM 3/8' DIAMETER MUST EQUAL TO EXCEED THE PERFORMANCE AND FULLY ADHERED MEMBRANE: INSTALL MEMBRANE BY UN6ROLLIN6 OVER ` / G D i 15I ON (b - HOOD $ PLA5T I G5 ' SCHEDULE DELIVERIES DAYS UNLESS NOTED OTHERWISE. MOLDED POLYSTYRENE BOARD INSULATION: RIGID CELLULAR THERMAL INSULATION FORMED BY THE EXPANSION OF POLYSTYRENE RE-51N BEADS OR HEAD, AND OF SUFFICIENT LENGTH TO PENETRATE 3/4" INTO SOLID DECKING OR H REQUIRMIEkTS OF THIS SECTION. S PREPARED SUBSTRATE, LAPPING ADJOINN6 5HELTS A5 RECOMMENDED BY MANUFAI�TURER APPLY ADHESIVE TO SURFACES TO BE BONDED ' COORDINATE DELIVERIES WITH INSTALLATION 2. ALL CONCRETE EXP05M TO WEATHER 54ALL CONTAIN AN APPROVED Y GRANULES IN A CLOSED MOLD TO COMPLY WITH ASTM C 518 FOR TYPE 1, TO PENETRATE THROUGH PLYWOOD SHEATHIN6. MEMBRANE MATERIALS AND ROLL INTO PLACE WHEN ADHESIVE HA5 PROP°_RL-Y CURED. TREAT ' DELIVER PRODUCTS IN THEIR OR16INAL SEALED PACKAGING SYSTEM. ' AIR ENTRAINING ADMIXTURE AND SHALL HAVE A GOMPRE551VE 5TREN6TH OF NOT LESS THAN 4000 P51. AIR 6% 8�. OI�IOO -ROUGH CARPENTRY APPROVED BY SYSTEM MANUFACTURER FOR MATERIAL. QUALITIES iNGLJJDIN6 METAL DRIP EDGE: MINIMUM MILL FINISH SIFT, BRAKE- MEMBRANE; bO MIL. THICK SEAMS AND SPECIAL ADHESIVE AND APPLY SEALANT TO EXPOSED INSPECT PRODUCTS UPON DELIVERY * STORE PRODUCTS AT THE 51TE IN A MANNER TO INSPECTION. CONTENT SHALL BE TO 3. ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUGIN6 ADMIXTURE. GORIER 5QUARENES5, OTHER DIMENSIONAL TOLERANCES. " " FORMED TO PROVIDE 3 ROOF DECK FLANGE, AND I-I/2 FASCIA FLANGE WiTH PE D 1-1/2' " � 3/8 DRIP AT LOVER EDGE. FURM5H IN 8 OR IO LENGTHS. SHEET SEAMING SYSTEM: MANUFACTURERS STANDARD SHEET EDGES, TAPETRIN6 APPLICATION A5 RECOMMENDED BY I CD ELEMENTS ' STORE PRODU'C1'S SUB.IEGT TO DAMAGE BY THE ELEMENTS ABOVE 4. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. PART I- SE:NE:RAL AGE INSULATION IN BLOCK FORM PRIOR TO CUTTMS AND SHIPPING BY AIR MATERIALS FOR SEALING LAPPED JOINTS, SPLICED EDGES A5 MANJFACMZE. INSTAL MECHANICAL FASTEER5, FL.A94IN55 AND GCHAcTER FLASHING AND AGGES`.�ORIE,S AT LOCATIONS AND AS GROUND, UNDER COVER IN A WATt3RTIGHT EWGL05URE, WITH 5. A MIX DESIGN SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE 1. FURN.15H AND INSTALL ALL ROUGH CARPENTRY WHICH DRYING FOR NOT LESS THAN 6 KEEHCS OR BY ANOTHER METHOD APPROVED BY METAL FLA5HIN6: D24' MILL FINISH SHEET ALUMINUM. JOB -GUI TO SIZES REGOMENDED BY NdEMlSRANIE MANUFACTURER. AS RECOMMENDED 8Y HkLFAC,rM t ADEQUATE VENTILATION. OF CONCRETE IN SPECIFIED IN AGI 301. b. ALL REINFORCING BARS SHAH BE ASTM A-615 GRADE 60 INCLUDES, E�If 15 NOT NEGE55ARILY LIMITED TO, ROUGH EILOGKIN6, SYSTEM MANJEAGTLRER THAT PRODUCES EQUIVALEM .RESIN TS. AND GONFI6URAT10N5 REFIRED. CANT STRPS, TAPERED EDGE STRIPS, AND FLASHING AGGE550R1E5 01110 - FINAL CICMING OT UNLESS NOTED OTHERYNUSE. PLATFORMS AND BACKBOARDS. PROVIDE IISJLATIDN IN BOARDS NOT LESS THAN 2 FEET BY 4 FEET AMID HIP AND RI06E VENTING: BY COBRA VENTILATION PRODUCTS, 6AF. TYPES REGUM VED BY MEMBRANE MANUFACTURER. WALKWAY PROTECTION: INSTALL PAVER UNITS AT LOCATIONS SHOWN.. 1. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 2. ALL WOOD USED FOR FRAMING AND SHEATHING IN CONGEALED SPACES AS FLOORS, GEILIN55, ETC., SHALL BE IN THICKNESS INDICATED BUT NOT Lf55 THAN THAT ALLOWED BY SYSTEM PART 3 - EXECUTION F1.A5�fiNNcS MATERIAL: MAWFAGTU'zERS STANDARD SYSTEM AND WHERE REWIRED FOR AGLE55 TO ROOF MOUNTED EQUPTME T. PLACE PROTECTION BOARDS GAREFULY TO AVOID DAMAGE TO PART I GENERAL PART III - EXECUTION PRE55LURE-TREATED WITH FIRE-RESISTANT CHEMICALS (KOPPERS MANUFACTURER, PROVIDE INSULATION WITH EDGES GROOVED FOR TRACK -INSTALLATION 1N5PEGTIpx: COMPATIBLE WITH SINGLE -FLY MEMBRANE. MEMBRAINE, LAYING OVER AN ADDITIONAL LAYER OF ROOF I. THE CONTRACTOR SHALL MAINTAIN GLEAN AND ORDERLY WORK I. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, OR EQUAL) COMPATIBLE WITH FINISHES SPECIFIED. METHOD. v MECHANICAL FASTENERS: A5 RECOMMENDED B, MEMBRANE MEMBRANE MATERIAL, LOOSELY APPLIED, FOR ADDITIONAL. PROTECTION. AREAS AND SHALL NOT ALLOW TRASH AND DEBRIS TO SUPPORTED AND SEGUZED IN PLACE IN AGGORDANGE W'TH PROCEDURES 3. PROVIDE BACK-BL.00KIN6 A5 REQUIRED TO ACHIEVE FIRM 1 EXAMINE 5UB5TRATE AND CONDITIONS UNDER WH{GH 5HIN&L.IN6 WORK 1S TO BE MANUFACTURER SCGURE WALKWAY PADS IN ACCORDANCE WITH MANUFAG'f1URLR5 ACGU�I.N.A1E. UPON COMPLETION OF THE WORK, ALL SURFACES AND REQUIREMENTS OUTLINED IN LATEST EDITION OF "BUILDING ATTACHMENT OF ALL ITi HS OF ARCHITECTURAL WOODWORK REINFORCING FABRIC: BALANCED, ALKALI-RE515TANT OPEN WEAVE &LA55 FIBER PERFORMED AMUST NOTIFY CONTRACTOR IN WRITIN& OF UNSATISFACTORY ND INSTRUCTIONS. IN THE WORK AREA SHALL BE DUSTED, WASHED OR CODE REQUIREMENTS FOR REINFORCED CONCRETE', I (CASEWORK, STANDING AND RUNNING TRIM, PANELING, !'TGj, FABRIC TREATED FOR COMPATIBILITY WITH OTTER SYSTEM MATERIALS; MADE CONDITIONS. DO NOT PROCEED WITH SHINGLING WORK UNTIL UA6ATI5FAGTCRY MEMBRANE ADHESIVE: AS RECOMMENDED BY MEMBRANE CZ) `Z) OTHERWISE GLEANED. ALL SURFACES AND FIN15HM SHALL BE LEFT FREE OF MARKS, BLEMISHES, ACI 50 AND "MANUAL OF STANDARD PRACTICEL AND ALL OTHER WALL AND/OR CEILING -MOUNTED FINISHES, FROM CONTINJOUS MA.TIDO 5TRAND5 WITH TD61L.E STRENGTH OF NOT LESS CONDITIONS HAVE BEEN CORRECTED. MAALR°AGIURER FORMULATED TO KITH5TAND MINIMUM g0-P5F UPLIFT FORGED. Nlm Y LOCAL CODES REQUIREMENT) METAL FASC, iA INSTALLATiON uu DUST, DIRT, OVERSPRAY, PAINT SPILLS, ETC.., FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. 2. CHECKED SHOP DRAWINGS 5HOWIN6 REINFORCING DETAILS. INGL.UOING EQIPMENT, FIXTURES, ETC. THAN 145 LB AND 150 LLB IN WARP AND FILL DIRECTIONS PER ASTM D 1682; COMPLYING WITH A5TM D 518 AND THE FOL-LOPUN6 REQUIREMENT5 FOR MINIMUM PREPARATION OF SUBSTRATE: T GLEAN SUBSTRATE OF ANY PROJECTIONS AND SUBS, ANGE5 DETRIMENTAL TO PROVIDE ADHESIVES THAT COMPLY WITH LOCAL REQUIREMENT5 INSTALL METAL FA561A SYSTEM IN ACCORDANCE W-TH MANJFAGTUR.ERS F PART 11- EXECUTION STEED. SIZES, SPACING AND PLACEMENT, SHALL BE SUBMITTED BY \ / G ( p /� G C D I Y 15I ON - T>-T (�Ml tL MO i JT�fV.. BASE GOAT MATERIALS: SYSTEM MANUFACTURERS STANDARD, JOB -MIXED SH INb WORK. COVER KNOTHOLE5 OR 0'�R MINOR VOIDS IN SUBSTRATE LIMITING AMOUNTS OF VOLATILE ORGANIC COMPOUNDS. INSTRUCTIONS. 1. CLEAN ALL GLASS AND MIRRORS WITH AMMONIA -TYPE NON -STREAKING THE CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. FORMULATION OF PORTLAND CEMENT COMPLYING WITH ASTM C 150, TYPE 1, WITH SHEET METAL FLASHING SECURED KITH ROOFING NAILS. H ATING MATERIAL r ROOF DRAINS i 6LA55 CLEANSER 3. ALL REINFORCIN6 BAR SPLICES SHALL CONFORM TO REQUIREMENT5 OF AND AGI PROTECTION WHITE OR NATURAL. COLOR AND SYSTEM MANUFACTURERS STANDARD POLYMER- BASED ADHESIVE DE5161 J FOR USE INDICATED. COORDINATE INSTALLATION OF 5HINSL.E5 WITH FLA5HIN6 AND OTHER ADJOINING GENERAL.: PROVIDE IN5lU1.ATiNG N1Af1:RIALS TO COMPLY WITH INSTALL ROOF DRAINS lI ACCORDANCE WI1N MAt➢JFAGTURERS I _ N m v m I 2. DAMP WIPE ALL FIXTURES, INGLJUDIN'� LIGHT FIXTURES. GHAPTER51 12, 3I8-89, BIUT IN NO CASE SHALL THEY BE LE55 THAN 2'-C'. ►'iORK TO ENSURE PROPER SEQUENGIN6. DO NOT INSTALL SHINGLE ROOFING REQUIREMENTS INDICATED FOR MATERIALS AND WITH REFERENCED INSTRUCTIONS. COORDINATE NTH PLUMBING DRAYV N65. TOTAL 5Q. FT.-. RETAIL 5Q. FT.: 3. REMOVE LABELS, EXCEPT FOR THI05E REQUIRED TO DEMONSTRATE 4. ALL HELPED WIRE FABRIC SHALL BE LAPPED TWO (2) PJLL MESH PANELS FINISH GOAT MATERIALS: MIXTURE COMPL.YIN6 KITH CVSS REQUIRED FINISH UNTIL ALL PENT STACKS AND OTHER PENETRATIONS THROUGH ROOFING HAVE BEEN STANDARDS IN SIZES TO FIT APPLIGA110N5 INDICATED, SELECTED COMPLIANCE WITH BUI1DIk6 CODES, FIRE -RATINGS AND TESTING. AT 61DE5 AND ENDS AND BE SECURELY WIRED TOGETHER. 01241 - EXTERIOR INSULATION AND FINISH SYSTEM FACTORY -MIXED FORMULATION OF POLYMER EMULSION ADMIXTURE INSTALLED AND ARE 5EGIURELY FASTENED A6AINST MOVEMENT. FROM MANUFACTURERS STANDARD THICK C55E5, WIDTHS, AND L..ENGTHS. PROTECT1N:S ROOFING 675 RX Rx ALSO REMOVE ALL RESIDUE AND GLUE REMAINING ON THE SLING. . 4. ELJ�TRICAL PANELS AND FLOOR MOUNTED MECHANICAL EQUIP. 5. CONSTRUCTION JOINTS IN ALL WALLS SHALL BE NOT FURTHER APART THAN COLORFAST MINERAL, PI6MENT5, SOUND STONE PARTICL.E5, AND FILLERS. INSr6LLATION: PROVIDE TAPERED BOARDS WHERE INDICATED FOR SLOPING AFTER COMPLETIO6 ROOFING (INCLUDING A55XIATM WORK), GLA55 PB 5TOGK 50. FT.: RX 50. FT.: 5HALL BE DUSTED AND WIPED GLEAN. 60 FEET IN ANY DIRECTION. SEE PLAN FOR IODATION OF SLAB WATER: GLEAN AND POTABLE. GENERAL: COMPLY WITH INSTRUGT1ONN5 AND RECOMMENDATIONS OF SHINGLE TO DRAIN. FABRICATE NTH TAPER OF 1/4 INCH PER FOOT, INSTITUTE APPROPRIATE PRLK:EDURES FOR SURVEILLANCE AND TOTAL: 5. REMOVE PROTECTIVE COVERINGS AND TAGS. GONSTRUGTION AND/OR SHRINKAGE JOINTS. PART I - 6ENE:RAL MANUFACTURER, EXCEPT TO EXTENT MORE STRINGENT REQUIREMENT ARE UNLESS OTHERN5E INDICATED. i PROTEGT1GNl OF ROOFING DURING REMAINDER OF CONISTRUGTION PERIOD. 6. REMOVE AND DISPOSE OF ALL TRASH, SCRAPS, PACKING ETC... SUMMARY TH15 SECTION INCLUDES THE FOLLOWING: MECHANICAL FASTENER ASSEMBLIES: SYSTEM MANUFACTURERS STANDARD WIRR0510N-RE515TANT FASTENER ASSEMBLIES, CONSISTING OF THERMAL GAP, SYSTEM MiAVAGTURER'S STANDARD WA5lER AND SHAFT ATTAC*tNT5, AND INDICATED. UADERLAYMENT: APPLY ONE LAYER FELT HORIZONTALLY OVER ENTIRE SURFACE POLYI50GYANURATE BOARD ROOF INSULATION: RIGID, CELLULAR, THERMAL INSULATION WITH POLYI5OGYANURATE CL05ED-DELL FOAM GORE AND MANIFACTURR5 STANDARD FAGIN6 LAMINATED TO BOTH AT THE END OF CONSTRUCTION PERIOD, OR AT A TIME WHEN REMAINING CONSTRUCTION WILL IN N0 WAY AFFECT.OR ENDANGER ROOFING, MAKE A FINAL INSPECTION OF ROOFING AND PREPARE A WFJTTEN REPORT OPEN!' D I Y 151 ON 4 -MASONRY MEZZANINE: WA SCALE AS NOTED �/ DIYI510N 2 - 51TEWORK O420D "UNIT MASONRY APPLICATIONS OVER EXTERIOR GRADE GYPSUM AND PLYWOOD SHEATHING. FASTENER INDICATED BELOW SELECTED FOR PROPERTIES OF PULLOUT, TENSILE LAPPING SUCCEEDING COURSES 2' MINIMUM AND FASTENING WITH SUFFICIENT SIDES; COMPLYING WITH FS HIH-1-1412/2, CLA55 1. R VALUE OF 30. TO OWNER, DESGRIBIN6 NATURE AND EXTENT OF DETERIORATION OR DATE: DRAWING BY, 02100 - FOUNDATION5 PART I- GENERAL 5Y51EM PEiRFORMAN,& REC,tUIREMENTS E.I.F.5. SYSTEM SHALL COMPLY WITH THE FOL LOWIN6 PERFORMANCE AND SHEAR STRENGTH REWIRED TO RE515T DE516N LOADS OF APPLICATION NAILS TO NOL.17 IN PLACE UNTIL SHINGLE APPLICATION. AUXILIARY INSLUL.ATIONMATERIALS DAMAGE FOUND. REWIREMENLTS: INDICATED, CAPABLE OF PULLING FASTENER HEAD BELLOW SURFACE OF 5HIN6LE5: INSTALL STARTER STRIP OF ROLL ROOFING OR INVERTED 54INVLES REPAIR OR REPLACE (A5 REQUIRED) DETERIORATED 02-le-Cl T LMH PART (- GE'NERAL BRICK TYPE: BRICK TO BE 'EARLY AM, RICAN, WJM)5ED" MANUFAGTI RED BY BOLD INTEGRITY: FREE FROM BOND FAIWRE WITHIN SYSTEM COMPONENTS INSULATION BOARD, AND OF THE FOLLONW_ DESCRIPTION: WITH TABS REMOVED; FASTEN SHINGLES IN PATTERN, WEATHER EXPOSURE AND ADHESIVE FOR BONDINN6 INSULATION: TYPE RECOMMENDED BY OR DEFEC'iIVE WORK FOUND AT THE TIME OF FINAL INSPECTION TO A ORAFTiN 6 MANAGER: L.AY= COLRD.: 1. ALL SOiL CONTAININNG FILL OR ORGANIC MATERIAL SHALL BE CLEARED FROM MGAVOY BRICK CO. BRICK JOINT: STANDARD GRAY MORTAR, RAKED TO A DEPTH OF I/4' OR BETI, iIEEN SYSTEM AND SUPPORTING WALL CONSTTRUCTION, RESULTING FOR ATTACHMENT TO STEEL 5TUD5 FROM 0.033 INCH TO 0.112 INCH IN NANIBE�2 OF FASTENERS PER SHINGLE AS RECOMMENDED BY MANUFACTURER. USE HORIZONTAL AND VERTICAL CHALK LINES TO ENSURE STRAIGHT GOURSIN6. INSTULATION MANUFACTURER AND GOMPLYIN6 WITH FIRE-RE REQUIREMENTS. MASTIC SEALER: TYPE RECOMMENDED BY INSULATION CONDITION FREE OF DAMAGE AND DETERIORATION AT THE TIME OF NIB THE BUILDING FOOTPRINT. MORTAR JOINT WIDTH TO BE 3/8"; 3 COURSES EVERY 8'. FROM F-XP05URE TO FIRE, WIND LOADS, WEATHER, OR OTHIER IN-SERVICE THICKNESS, PROVIDE STEEL DRILL 56REM COMPLYIN3 WITH ASTM G 454. MANUFACTURER FOR BONDING EDGE JOINTS AND FILLING VOIDS. SUBSTANTIAL COMPLETION AND ACCORDINN6 TO THE REQUIREMI+MS 2. ALL SOIL SUPPORTED FOOTINGS AND 5LAB5 SHALL BE FOUNDED UPON NATURAL SUBMITTALS: ��,,ppN►,�ppl TO WATER PENETRATION FROM EXTERIOR YEA7Hh TIEMTAND R COMPLY WITH INSTALLATION DETAILS AND RECOMMENDATIONS S OF SHINGLE MECHANICAL ANCHORS: GORRO510N-RESISTANT TYPE AS REQUREMENT5 OF THE SPECIFIED KARRANTY. 5UB6RAD� OR COMPACTED BANK RUN GRAVEL FILL WITH A SAFE BEAP.INIG S!JBM)T ONE �'X4' SAMPLE PANEL INTO SYSTEM AND A55EM$LIES BEHIND IT OR THROUGH THEM INTO ASSEMBLIES SEALANT ODUCLAITS SEALANT PRODUCTS: PROVIDE MANUFACTURERS STANDARD GHEMIGALLY GURIiC, MANUFACTURER AND NRGA STEEP ROOFING MANUAL. RECOMMENDED BY INSULATION MANUFACTURER FOR DECK TYPE AND CAPACITY OF NOT LESS THAN Sox PSF. CONTRACTOR SHALL VERIFY SAFE PANEL SHALL INCLUDE ALL FINISHES, COLOR, AND TEXTURE USING SAME INTERIOR OF BUILDING THAT RESULTS IN DETERIORATION OF THERMAL- ELA5TOMMERC SEALANT THAT 15 COMPATIBLE WITM .JOINT FILLERS, JOiNT FLASH!N6 AND ED6E PROTECTION: INSTALL METAL FLASHING, VENT FLASHING COMPLYIN6 KITH FIRE AND INSURANCE WIND -UPLIFT RATING REQUIREMENTS. BEARING CAPACITY SY TAKING BORINGS PRIOR TO START OF C045TRUGTION. TOOS AND TECHNIWE5 AS FOR ACTUAL PROJECT. IN5ULATING EFFECTIVENESS OR OTHER DEGRADATION OF SYSTEM AND SUBSTRATES, AND OTHER RELATED MATERIALS. AND EDGE PROTECTION AS INDICATED AND IN COMPLIANCE WITH DETAILS AND PROVIDE SYSTEM TESTED AND APPROVED FOR "O END OF SECTION :CONTRACTOR SHALL BEAR COST OF BORIN65. WARRANT': SUBMIT COPIES OF THE MANUFACTURERS I A55EMBL.IE5 BEHIND SYSTEM INCLUDING SUBSTRATES, SUPPORTING WALL : MULTIPART NON5A6 URETHANE SEALANT. I RECOMMENDATIONS OF THE NRGA STEEP ROOFING MANUAL. WIND-UPLIFTIN6 RATING. cv 3. A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON LIMITED WARRANTY ON MATERIALS. CONSTRUCTION, AND INTERIOR FINISH. SEALANT COLOR: MATCH FINISH COAT COLOR OF SYSTEM. X, EXTRA STOCK: 'S EACH TYPE OF SOIL TO BE COMPACTED. FIRE P{3RFORMANGE GHARAGTERI5TIG5: PROVIDE MATERIALS AND I I - - - D I I5I ON - METALS 4.501 SHALL BE COMPACTED TO NOT LESS THAN 415% of MAXIMUM DRY DENSITY ON THAT ARE IDENTICAL TO TH05E TESTED FOR THE FOLLOWING CON5TWUCTIFIRE PERFORMANCE FIR LEST METHOD INDICAiED SAL: COMPLY WITH SYSTEM MANUFACTURERS �QUiR�NT5 FOR COMBINING PROVIDE MINIMUM OF 2% OF INSTALLED QUANTITY OF EACH TYPE/COLOR/ TENTS SHINGLE USM IN THE WORK. PROVIDE IN UNOPENED CLEARLY MR A5TM 01551. Y CHARACTERISTICS, BELOW, BY TESTING AND INSPECTING ORGANIZATIONS ACCEPTABLE TO AND MIXIN6 MATERIALS. 00 NOT INTRODUCE ADMIXTURES, WATER, OR OTHER LABELED BUNDLES OR CONTAINERS. STORE WHBER.- 5. FIELD DENSITY TEST5 SHALL BE PERFORMED BY A SOiLS TESTING LAB 05I20 - STRUCTURAL STEEL AND J015T5 AUTHORITIES HAVING JURISDICTION. IDENTIFY MATERIAL WITH MATERIALS EXCEPT A5 APPROVED BY SYSTEM MANUFACTURER. MIX MATERIALS IN TO VERIFY COMPACTION. APPROPRIATE MARKINGS OF APPLICABLE TESTING AND MSPECTINS CLEAN CONTAINERS. USE MATERIAL WITHIN TIME PERIOD SPECIFIED BY 6. SEE PLUMBIN6 AND ELECTRICAL DRANW-95 FOR UNDER FLOOR SYSTEMS PART 1 - GE:NE:RAL oRbANIZArI�i. SYSTEM MANUFAG1URlR OR DISCARD. 0 , ��1.��� AND SPEGiAI. GRANULAR FILL MATERIAL REQUIREMEN 5. FLAME SPREAD MSUATIOk BOARD AND FINISH GOATS: 25 � PART 3 EXECUTION LOCATION: 1. ALL SLABS-ON-6RADE SHALL BE PLACED ON A VAPOR BARRIER ON A ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE lF`S WEN TESTED � INDIVIDUALLY PER A5TM E 84. EXAMINATIONI . 6' COMPACTED GRANULARUBG SOIL SRADE DETERMINE -IF IN-511U 501L A150 SPECIFICATIONS AND CODES, LATEST EDITION. PREPARATION QUALIFIE5 AS 6RANJL-AR FILL BEFORE REMOVING AND REPLACING IT. PART 11 - PRODUCTS FULL-5(' MULTISTORY FIRE TEST: TESTED MOCK-UP, PROTECT SYSTEM, SUBSTRATES, AND WALL CONSTRUCTION BEHIND THEM FROM �� U OU� ������ REPRESENTATIVE OF CED OMPLETMULTISTORY WALL ASSEMBLY OF INCLEMENT WEATHER DURING INSTALLATION. PREVENT INFILTRATION OF , 1. ALL ROLLED SECTION STRUCTURAL STEEL SHALL BE A5TM A-36. ALL 5QUARE WHICH SYSTEM 15 A PART, COMPLIES WITH UNIFORM BUILDING CODE M015TURE BEHIND SYSTEM AND DETERIORATION OF SJB�'TRATE5. u����� � I� AND REGTANbU.AR TUBE SECTIONS SHALL BE ASTM A-500 GRADE B, STANDARD N0. 11-6 FOR TEST METHOD AND REQUIRED FIRE SUBSTRATE 1E PREPARATION: PREPARE AND CLEAN SUBSTRATES TO COMPLY WITH 11 FY MINIMUM 46 K51. PERFORMANCE CHARACTNISTIC5 OF EXTERIOR NONLOAD-BEARING WALL SYSTEM MANUFACTURERS REQUIREMENTS TO OBTAIN OPTIMUM BOND BETYEEW iG 2. ALL STEEL. JOISTS SHALL MEET OR EXCEED 5J1 SPECIFICATION FOR PA'E. A55EN1BLtE5 CONTAINING FOAM PLA511G INSULATION. SUBSTRATE AND ADHESIVE FOR INSULATION. • JOIST M516NAT ION 5HOMNN. ACA IBER.ALL 3. ABOLTS, NUTS AND WA5HER5 SHALL CONFORM TO THE REQUIREMENTS (( � , OF A5TM A-325 FOR 5/4' DI AMETER H16H STRENGTH BOLTS UNLESS NOTED p fl�� 1 OTHERN5E. = 4. ALL WELDING ELECTRODES SHALL BE E'IOXX. r_ , I I #, . � I I . I . - I . . I . I - . . . I I � . I . I I . I I . I � I I I I I I I - fl" - � - - F-A I , , � I I ; c . . . . . . c T* , , , . I I � . . I I I I I . I . _� , , -, i 11 , I � I 7 . . 5'GIIGTIoNS I I I : , . 1 " I , I I f : , 1, , i .. I , , I � ,I; I -�'* � - I I __ f I I ,, �.-._, t . . I . I . , I , , I , t Ll_ -_ - - I I _:... I � o----- - - I . I , - � I . . I . � '! I . , ;_ Ul I i-I � LA I- I ,5- 'I - IV151ON - 5 - DOOR5 4 NNDOM Dl\/1510N 10 - 5PEGIALTIE5 I Dl\/1510N 15- MECHANICAL . PART 5 - GENERAL PLUMBING 5FE05 (CONT) . I PART 4 - GENERAL PI-LIMBIN65 5PEC5 PHOTOLAB I . 1 1 � r?IV1510N 16 - ELECTRICAL . . I I - I ARCHITECTS - 1 I 1 1 08111 - 5TEEL POOR5 r 10522 - Fin EnWI I PART I- (5ENERAL Port I- GENERAL . I PART I -6EK H\lk'�' HEATING/COOLING SPE05 I 2.6ENERAL PROVISIONS FOR PLUMSIM NORK, . I (mj)MBI% CONTRACTOR TO PROVIDE �I/4* COLD HATER 4 , I 3' AASTE TO PHOTOLAB. CONTINUATION BY OTIER5) PART I - GENERAL A. ARCHITECTS 6ENEIRAL CONDITIONS ARE A PART OF TH15 VNI510N. ALL EQUIPMENT I B. ELECTRJ6AL METALLIC TUBIN6 047) SHALL BE ZINC COATED STEEL WWORMIM TO INDUSTRY I . I I 8 K A REFER TO DOOR SCHEDULE FOR STEEL DOOR SPECIFICAT'ION5 1. OBTAIN FIRE EXTIN65-05HER5 FROM ONE 5OLW2 FROM M A SINGLE MANUFACTURER. A. ITN THE INTENT OF THESE DRAWINGS AND 5PECIFICAT06 THAT THE WAC A. THIS CONTRACTOR SHALL VISIT SITE TO VERIFY . � 1. FUMP STATION: SENECA-TEr, MODEL 03MP5R. CONTACT JOHN SHALL BE UL - LISTED. ELECTRICAL CONTRACTOR SHALL BEAR THE COST OF ALL FEES, PERMITS, LICENSES AID TAXES. ALL MATERIAL AND hORK PROsAVED 94ALL STANDARDS, MANUFACTURED By PITTSBUR&H STANDARD CONDUIT COMPANY, REPUBLIe, T ' STEEL AND TUBE OR ALLIED TUBE AND CONDUIT COMPANY. D17 MAY BE USED "ERE CONGEALED IN HALL AND ( ,EILIN65, ASSOCIATES, INC. I I SUBMIT SHOP ORMIN65 4 PRODUCT DATA FIRE EXTIMIJISHER5 SHALL BE UL-LISTED I BEAR UL "LISTING CONTI;LACTOR BE RESPONSIBLE FOR THE HEATING, VENTILATION, AND AIR CONVIT10NIN65 SYSTEM IWTULATION_ THE HVAC CONDITIONS WHICH MAY AFFECT H15 BID AND HE SHALL BE RESPON56-E FOR THE KIDD AT 5ENECA-TEC, (600) b66-2W. 104 DESPATCH DRIVE, BE IN AC4,ORDAW,E WITH THE LATEST ISSUE OF THE FOLLOKM COVE5 AND AND WHERE NOT SUBJECT TO PUBLIC VIEW AND/OR P`Rf5IC,AL DAMAGEI ABOVE 46' AFF. Lr--E STEEL SETSCREW . 142 Crescent Streat ,0410 - 5TOREFRONT SMEM AND MARK" FOR TYPE, RATING AND CLA55INCATION. C4NTRACTOR SHALL COORDINATE ALL WORK NTH THE OTHER CONTRACTORS. INCLUSION OF ALL REQUIRED DEMOLITION IN � E. ROCHESTER, NY 14445 1 1 1 STANDARDS: I TYPE FITTINGS. . . G. SCHEDULE 40 PVC, CONDUIT M" BE USED UNDERC-ROUND, USE TAPED FOR 5rockton, MA 02402 2. PROVIDE FIRE EXTINGUISHERS AND MOUNTIN6 BRACKETS AT AREAS ROM601M MODIFICATION HHETHER OR I I 1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). &RC PENETRATIONS THROU&H 1 DECORATIVE MKL� LOCATIONS INDICATED AND ELSEWHERE AS REQUIRED BY 1 B. THE HVAC CONTRACTOR SHALL 5ECIFT ALL PERMITS AS REWIRED. NOT SUCH WORK 6 INDICATED ON THE PLANS. 2. INSTANT HOT WATER: 6"W95M POVER5TREAM INSTANTANEOUS ELECTRIC WATER *RPI, 2. AMERICAN SOCIETY FOR TESTING AND MATERIALS (A6TM). CONCRETE FROM PVC, CONDUIT BELOW. FOR ALL PULL5 OVER 251-046, ELBOWS IN PVC, SYSTEM SHALL BE &RC. L15E APPROPRIATE COUPLINGS, FITTIN55 AND a. -MEW. I Phow: ('506) W-5&73 PART I -GENERAL LOCAL ATHORME5. FIRE EXTIN6UISHER5 SHALL COMPLY G. THE CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL VIMEWVON5 HEATER MOM 240V 45 KW . 3. BUILCON6 OFFICIALS AND CODE ADMIN151RATOR5 (BOCA). I I 1 1 WITH REQUIREMENTS OF GOVERNING AUTHORITIES. BEFORE FABRICATION OF ANY DUCTWORK. . $. THIS CONTRACTOR SHALL VERIFY THE EXACT LOCATION STOCK #4!Eft, WITH 40 AMP STEP-UP TRAN5FOR!- TR 1 4. NATIONAL ELECTRICAL CODE. - I D. FLEXIBLE METALLIC, CONDUIT SHALL BE 6ALVANIZED, SPIRAL Vf;�APPED METALLIC CONDUIT (6REEWIELD) OR Fox: ('508) 564-2cl[14 %uml AND ELEVATION OF EXISTING UTILITIES BEFORE I . 1 5. NATIONAL ELECTRICAL MANUFACTURER'5 ASSOCIATION OCM�. LIQUID T16HT FLEXIBLE METAL CONDUIT. CONDUIT SHALL BE AS MANUFACTURED BY ALLIED TUBE AND CONDUIT I I - GENERAL.: SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF M I W_75 10!0-6 - C,6-VM A D. THE REQUIRED TEMPERATURE CONTROL CONFIGURATION FOR DIFFERENT CAOM�,IENCIM WORK, ANY P15CREPANCIES BET)NEEN 5. SINK: FIAT MODEL OL-I CROP -IN SINK N/ ACCE55ORY BRASS I 6. NATIONAL FIRE PROTECTION A55XIATION WA), COMPANY, RV:UBLIC STEEL 4 TUBE OR PITT5BUR&H 5TANVARD CONDUIT COMPANY. LAY -IN LI(S+MM I I . CONTRACT. � Fort I- GENERAL SYSTEMS 15 AS FOLLOWS: EXISTING CONDITIONS AND CONTRACT VOCaINT5 , FAXET *AI AND ACCESSORY COVER *Ab. CONTACT STEVE 1. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). I FIXTURE MIPS MAY BE LIP TO 6' LONG. . . PRODUCT DATA FOR EACH TYPE OF PRODUCT -AND PROCESS SPECIFIED IN I - I. PROVIDE AWNING(5) AS A COMPLETE UNIT PRODUCED I. SUPPLY AND INSTALL A HEATING/COOLING THERMOSTAT, `HO�.' MODEL #Te)IV-1165 SHALL BE REPORTED TO THE ARCHITECT. MESSIER AT CRANE FI.UMBN(5/FIAT PRODUCTS, C708) 6644M. I IZ5 HARTREY AVE.9VAN5TOK IL 60202 6. STATE MWIM CODE. . q. UNDERHIRITERVLABORATORIE5 W. . E. SURFACE METAL RACEWAY SHALL BE AS MANLFA( FACTORED BY KREMOLD COMPANY, LABAAY, Kk-KERMOLD. I I TH15 SECnOK MAXIM FABRICATION, FINISHING, AND INSTALLATION, 1 . I SHOP PRANIN656 5HOHN6 LOCATION OF EACH ITEM, DIMENSIONED PLANS BY A SINGLE MARtFACTURER, INCLUDING ALL THE NECESSARY MOUNTING ACCESSORIES, IN SALES AND PHARMACY AIREA� (INCLUDE 0--6-T4AjOI,l 9.6-5ASC) 2. SUPPLY AND INSTALL A 'HONEYNELl' MODEL MIF THERMOSTAT PRESET I C. THE PLUMBING CONTRACTOR SHALL COORDINATE H15 4. ALL HOT AND COLD NATER LINES ARE TO BE TYPE V COPPER I I 10. FIRE DEPARTMENT RE60LATION5. I I OR NATIONAL. RACEWAYS, ELBOWS, FITTINGS AND OUTLETS SHALE. BE OF THE SAME MA%FX-,TURE AND VE-516NW FOR USE TOGETHER. THEY SHALL BE OF A, SIZE AS NOTED, APPROVED FOR THE W,eER I I *6 ELEVATIONS, LAR6C-SCALE DETAILS, ATTACK, m- DEVICES, Am OTHER COMPONENTS. FITTINGS AND FASTENINGS. AT ( ;,O` FOR THE 5TOC,KROOM UNIT HEATER. WORK WITH THAT OF ALL OTHER. CONTRACTORS BEFORE INSTALLATION OF H15 WORK IN CHASES, � ALL LINES To BE MULATEP rV.1' FIBBIZ61-A55 INSULATION. . 11. LOCAL COVES, LAM AND ORDINANCES. 12. AMERICANS WITH DISABILITIES ACT (ADA). AND SIZE Or WIRES INDICATED AND SHALL BE INSTALLED IN AN APPROVED AND WORKMANLIKE MANN� . I I . PRODUCT CERTIFICATES Sq&NM BY MANUFA( 2. TAKE FIELD MEA5UREWNT5 PRIOR TO PREPARATION E. ROOF TOP UNITS INCLUDE THE FOLLOWING: CEILING SPACES, AND OTHER AREAS WERE CONNECT TO DOMESTIC KATER LINE. F. MN!MUM SIZES: CONDUIT 1/2* UNLESS NOTED OTHERWISE. I I I I I ,TURER CERTIFYING THAT PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS. OF SHOP PRAHM-6. S. SUBMIT SAMPLES WXP) OF EACH COLOR AND FINISH FOR I. UNITS SHALL RECEIVE A FACTORY PRE -FABRICATED ROOF CURB. 2., HEATER SECTIONS WILL HAVE INDUCED DRAFT AND ELECTRONIC, OR HOT CONFLICTS MAY OCCUR. 1 5. DRAIN LINE TO BE SCHEDULE 40 PVC (OR APPROVED MATERIAL), . B. THE ABOVE LISTED CODES AND STANDARDS SHALL BE FOLLONED A5 MINIMUM REQUIREMENTS SHALL NOT RELIEVE THE ELECTRICAL CONTRACTOR FROM ANY 6. No ROMEX CABLE SHALL BE PERMITTED. . I I QUALITY A56URAW.Z COLOR SELECTION, ALONG WITH COPIES OF FABRIC, WARRANTY. SURFACE "ITIOR V. THE CONTRACT CRAKN65 ARE 6ENEIRALLY DIA6RAM- NiCLUDIN6 ALL TRAP AND MAIN LINES AT SINK. CONNECT TO ADDITIONAL REQUIREMENTS AS INDICATED ON THE PROJECT D"%,o' OR AS H. USE STEEL OR MALLEABLE IRON CONDUIT, CLAMPS, STRAPS AND SUPPORTS. . I MANUFACTURER QUALIFICATIONS: FIRM EXPERIENCED IN %CZE-55FULLY 5. HEATER SECTIONS SHALL BE (2)STA,61! HHEREVER POSSIBLE MATIC, AND CONVEY THE SCOPE OF WORK 4 6DORLAL SANITARY LINE. � I . . HEREIN SPECIFIED. INHERE PROV151M OF PERTINENT CODES AND 5TANpARvS, PPZDXIN& ALUMINUM STOREFRONT SYSTEMS SIMILAR To THAT INC[ INDICATED FOR THIS PROJECT, WITH SUFFICIENT PRODUCTION CAPACITY TO PRODUCE 10601 -EXTERIOR CIOLM 0 F. ENrIRE HVA6 SYSTEM SHALL BE TESTED AND BALANCED BY A CERTIFIED ARRANGEMENT OF ITD15. EXACT LOCATIONS NECESSAR'r TO SECURE THE BEST CONDITIONS MUST BE VETCIZ4NM I 6. PROVIDE PVC, Cl-q4qA-&+M MAN (OR APPROVED MATEPJAL) . CONFLICT Yin THESE SPECIFICATIONS, THE MORE 5TpjME-NT PROVISIONS SHALL BE CONFORMED TO. I PART 3 -MATERIALS (CONTINUED) REQUIRED UNITS WITHOUT C.A051'M DELAY IN THE WORK.' PART I -GENERAL i AIR BALANCE CONTRACTOR. A MITTEN REPORT IA15T BE 5LIBMITTM UPON COMPLETION OF AIR BALANCIN6. AT THE PROJECT. IF DIRECTED BY THE ENGINEER OR CONNECTION AND *r CLEAN= AT 51W DRAIN, SILVER 5POW-517 TO BE CONNECTED TO DISHWASHER DRAIN KADVC I G. SUBMIT 51X COPIES OF MANUFALTURERS DRAWINGS OF ELECTRICAL DENACE5 AND I . INSTALLER QUALIFICATIONS: INSTALLER SHALL DEMONSTRATE SUCCESSFUL %VM ARCHITECT, THIS CONTRACTOR SHALL MAKE REASON- ABLE MODIFICATIONS TO THE LAYOUT WITHOUT EXTRA PLUMBING. . PAWLS TO CV5 PROJECT MANA6M FOR APPROVAL KITHIN 15 DAYS AFTER AWARD ' RING I I I CXPERIME IN N5TALLIM ARCHITECTURAL ITEMS SIMILAR IN TYPE AND r,. HvAc, c,6xTRAr,Top To HAVE LENNOX PERFORM AN E.P.C. (EQUIPMENT CHARGE FOR PROPER EXECUTION OF THE WORK. . OF CONTRACT. SUBMIT INFORMATION ON ANY OTHER EQUIPMENT TO 13E 1.6-W MEN A. WIRE 010 AND SMALLER SHALL BE 50LID CONDUCTOR WITH TYPE THHN INSULATION. SIZE 05 AND I . OUALITT TO P405E REQUIRED FOR THIS PROJECT. &ENERAL. SUBMIT THE FOLLOWING IN ACCORDANCE PERFORMANCE CHECK) FOR ALL HVAC EQUIPMENT. THE CHECK 15 To BE T INSTALL HOT WATER LINE FROM INSTANT HOT HATER HEATER To REQUESTED BY ARCHITECT OR ENGINEER. THE FOLLOWING L15T OF ELECTRICAL LARGER SHALL BE STRANDED CONDUCTOR WITH TYPE THHN INSULATION, UNLE55 OTHERKSE INDICATED, DELlymy ��� A_W_ HANDLING WITH CONDITIONS OF CONTRACT, C,C��D AND FORWARDED TO THE CON5TRXTION SPECIAL PROJECT W_q;� 5. ABOVE 6RaW SOIL, WASTE AND VENT PIPING SHALL BE SINK LOCATION. ITEMS MUST BE SUBMITTED BY THIS CONTRACTOR FOR REVIEW AND COMMENTS: ALL KRIN6 INSULATION TO BE RATED 600Y AND ANC COLOR COPED PER NEC. I I . I PROTECT MATERIALS CURIN6 TRANSIT, DELIVERY 5TORA&E, AND K4NDLIN6 PRODUCT DATA FOR EACH TYPE OF PRODUCT AND PROCESS SPECIFIED IN TH15 SECTION, INC-LUDINC, FABRICATION, FIN15HIM, ALL ROOFTOP UNITS SHALL BE CHECKED, AFTER CONTRACTOR INSTALLATION AND STARTUP, BY THE MF6`5 FACTORY EMPLOYED MF65 QUALITY FIELD CAST IRON N044UB PIPE AND FITTINGS, UNCOATED, AND JOINED LISIM 5.5. COUPLIM5 KTH NEOPRENE GASKET. 1 �5. RIKIN& CONTRACTOR TO OBTAIN ALL WXZ-55ARY PERMITS. ALL I 1. PANEL BOARDS AND CIPLUIT BREAKERS. MINIMUM 51ZE HIRE FOR L16HT AND POWER CIRCUITS SHALL BE #12. ALL CONDUCTORS SHALL 13E SOFT ANNEALED COPPER. INHERE PRACTICAL, CIROJITS C44 EACH OF 1 PHASE LE65 MAY BE I . I I TOPREV'ENT DAMAGE, SOILAGE, AND DETERIORATION. AND INSTALLATION. SERVICE REPS. THE INSTALL -FIRM SHALL HAVE QUALIFIED WAL TECHNICIAN PVC 5C+EI)ULE 40 PIPING MAY BE USED IN LIEU OF CAST PLUMBING WORK SHALL ADHERE To ALL APPLICABLE NATIONAL, � 2. TRANSFORMERS. 5. SAFETY SKTCHE5. COMBINED WITH THE NEUTRAL AND " BACK To PMEL. CONTRACTOR SHALL INCLUDE A 6REEN GROUND I I , I 11 PART 2 - PRODUCT'S . I SHOP DRANW-5 SHOWING LOCATION OF EACH PRESENT TO RE -TEST AND SERVICE OR CORRECT ANY PROBLEM 015WVMM DURING EQUIPMENT PERFORMANCE; CHE( ,K-OUT. ROOFTOP KANUFACTURER IRON HI -ERE ALLOWED BY COVE AND RE6ULATOr-5. STATE AND LOCAL CODES. � 4. L16HT 5KTCHES, RECEPTACLES AND PLATES, CONDUCTOR FOR ALL BRANCH AND FEEDER ClRafTS. I I I I I . I MAMR I AL " ITEM, DIt-IEN51ONED PLANS AND ELEVATION5, LAR6E-SCALE SHALL FAN15H TO CV5/PHARMACY, VIA CONTR�ACYOR, A CHECK-OUT 4. ABOVE 6ROV0 HATER PIPIN6,5HALL BE TYPE L COPPEIR 5. LIC-HTIN6 FIXTURES. I I ACCEPTABLE ALUMINUM STOREFRONT SYSTEMS- DETAILS, ATTAC,H� DEVICES, AND OTHER COMPONENTS, LIST SUPPORT Y41TH ACTUAL PERFORMANCE DATA FOR BOTH HEATIN6 AND TUBING CONFORMING To FEDERAL SPECIMATION NN-T- PART 5 - 6ENERAL FIRE PROTECTION 5FE-05 . � 6. SURFACE RACEWAY. . THE ELECTIZICAL CONTRACTOR SHALL BALANCE ALL BRANCH 'H CIRCUITS SETHEEN PHASES . - � KAMZER 7'RIFA13 11 #451-T 5ERIE5 WITH VAL5PAR IND- I " L I ,WATIN6 #31IIA226, FLUROPN FINISH, COLOR -COLONIAL I , PRODUCT CERTIFICATES 5I&NED BY COLUMN COVER MAN)- FACTURES CERTIFYING THAT PRODUCTS COMPLY WOLIN6. THE HVAC INSTALLER 15 RESPONSIBLE FOR COORDINATING THE EQUIP- MENT CHECK-OUT KTH THE MANUFACTURER AT LEAST 2 (TW) NEE-K-5 IN ADVANCE "IcIl HARD TCMOM WROUGHT COPPER AND BRONZE 5OLDER JOINTS U5IN6 MY 'LEAD-FF;ME' SOLDER. I . I. FURNISH AND INSTALL A COMPLETE AUTOMAT](, PET PIPE SPRINKLER t. FIRE ALARM COMPONENTS 8. AMPLIFIER, SPEAKERS, MICROPHONE-5. . SWITCHES. Aaf`5 AND A nCVF7 0CM091 m I I �"IITE. L I . I WITH SPECIFIED REQUIREMENTS: I AND PONER/(5A6 AND EMS SHALL BE ON 24 HOURS MINIMUM BEFORE CHECK OL)T� I SYSTEM, WHERE REWIRED BY LOCAL STATE BUILDING CODES OR ORDINANCES SHALL BE HYDRAULICALLY VS16NED ON COMPUTER UTILIZING q. NAMEPLATES, FOR ALL ELECTRICAL ENCLOSURES, I 10. L*HTN6_, CONTACTOR. I - ,k ALL WALL SWITCHES AND DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE. PROVIDED AS NOTED I . I 1 2. ACCEPTABLE DECORATIVE PANELS: I" THICK HI(SH- "I 'IMPACT ABS PANEL, INSULATED WITH POLYURETHANE QUALITY &&RANIO MAX)FACTURER QUALIFICATIONS: FIRM EXPERIENCED IN SUCCES- H. ROOFTOP UNITS, SHALL HAVE 6A5 BURNERS AND ELECTRIC . FzFRI6ERA,nON. ROOFTOP -UNITS SHALL BE c5Lv_ 5. BELOW &ROUND SOIL, HASTE, AND VENT PIPING SHALL BE SERVICE VC-16HT, CAST IRON PIPE, ASPHALT OR COAL- ' A DENSITY OF .15 OVER 1500 50JARE FEET. MAXIKIM SMW41R HEAD 5PACN6 SHALL BE 120 5WARZ FEET PER HEAD. V, ELECTRICAL CONTRACTOR SHALL PROVIDE A GUARANTEE COVERING ALL MATERIAL OR AS SHOWN ON PLANS. I. WALL 5KTCHES SHALL BE MOUNTED 46' AE30VE FLOOR OPPOSITE HINGED SIDE OF DOM, UNLESS . I . , I I RIGID FOAM WITH APPLIED METAL SHEET ON INTERIOR SFULL'T'PROVt)CN6 COLUMN COVERS SIMILAR TO THAT INDICATED CONTAINED, PACKAGED, FACTORY ASSEMBLED AND PRENIRM, CON51STIN6 TAR PITCH COATED. CAULK WITH LEAD AND OAKUM OR AND WORKMANSHIP FOR ONE YEAR FOLLONIN6 DATE OF AtCaPTANCE BY CV5. OTHERK5E INDtCATED. SWITCHES 5H� BE 20 AMPERE, PIS #20AC-1 5ERIE5 OR APPROVED EQUAL. 11 FACE BY 'VAWFORM INDUSTRIES, INC, FOR TH15 PROJECT, KV SUFFICIENT PRODUCTION CAPACITY TO OF CABINET AND FRAME, 5)PPLY FAN, CONTROLS, 30/30 DISPOSABLE NEOPRENE 6A5r,M. 1 . . 2. RETAIL AREA: SPRINKLER HEADS SHALL BE RECE55M, CHROME PLATED, E. ELECTRICAL CONTRACTOR SHALL EXAMINE ARCHITECTURAL PLANS AND THE PLANS 2. DUPLEX RECEPTACLES, 94ALL BE MOUNTED V ABOVE FINISHED FLOOR, UNLESS OTHE"5E INDICATED, . . .�, PANEL SIZES: 24-5/4"X-72"; AND 22-5/4"><56" � PRODUCE REQUIRED LNIT5 WITHOUT CAJSIM DELAY IN THE WORK. AIR FILTERS, REFRIGERANT COOLING COIL AND COMPRESSOR, CONDENSER COIL . PENDANT MOUNTED, 165 DEGREE F RATED,HITH C.P. ADJUSTABLE ESCUTI-CON AND SPECIFICATIONS OF OTHER TRADES TO DETERMINE EXTENT OF TIVR NORK. 5. 5NITC+E-5 SHALL BE 6AMED UNDER ONE COVER ?fV:ZE THERE 15 MORE THAN ONE STITCHING . I . I SEE DRMIN675 FOR LOCATION AND CONDENSER FAN FACTORY MOUNT DISCONkIECT SWITCH. SUPPLY FAN SHALL 6. BELOW (5ROUND HATER PIPING SHALL BE TYPE K COPPER EQUAL TO RELIABLE MOM F-f, 61-A-55 DAB. HE SHALL VISIT THE SITE AND FAMILIARIZED HIMSELF WITH THE PROJECT AND ONE LOCATION � I I . . ,T I INSTALLER QUALIFICATIONS: INSTALLER SHALL DEMONSTRATE BE FORKARD CURVED, CENTRIFIkE TYPE COOLING COIL AND COMPRESSOR TUBING, SOFT TET-VERNITH BITUMINOUS, COATING. NR_rV&HT . I LOCAL CONDITIONS BEFORE 5UBMITTI% H15 BID. 'HE SHALL BE HELD RESPONSIBLE 4. ALL WALL SKTCHE5 AND RECEPTACLES, SHALL BE. FLUSH MOUNTED INHERE- APPLICABLE WITH IV302 . I I �< , � L-i-, � I I S. ACCEPTABLE DRIVE-THRU WINDOW MANUF. "STANLEY" L I I a)CCf65FUL EXPERIENCE IN INSTALLING ARCHITECTURAL CONDENSER COIL AND CONDENSER FAN. FACTORY MOUNT RESILIENTLY COPPER AND BRONZE WITH "LEAD-FREE" SOLDER; No 3. PHARRACY: PROVIDE RELIABLE MOM F-I DELON THE CEILING; AND UPRIGHT, ANY A59UMF`TION5 MADE THEREOF, IF DIRECTED BY EN61WM ELECTRICAL CONTRACTOF I BRSHED STAINLE-56 STEEL COVERPLATES OR AS REQUESTED 13Y ONM f- � ( 'D ,!"N' I I =M, COLOR TO BE COLONIAL . I TWO -PANEL WINDOW SYSTEM, . ITEMS SIMILAR IN TYPE AND QUALITY TO THOSE REQUIRED FOR THIS PROJECT. MOUNTED KTH V-BELT DRIVE, AND RUBBER ISOLATED TED HINGED MOUNTED JOINTS MERE POSSIBLE . BRA-55, ROlY-+ FINISH, CONVENTIONAL DESIGN SPRINKLERS ABOVE THE CEILING SHALL, WITHOUT EXTRA CHARGE, MAKE REASONABLE MODIFICATIONS IN THE LAYOUT TO ACHIEVE PROPER INSTALLATION OF WORK." B. OUTLET BOXES SHALL BE ZNC, COATED STEEL 4' X 4'. USE PLA5TER COVERS ON PLASTERED HALLS. . I I -- - � � - ,� . .. - NHITF. . I I RELLYTRY 5TORA6E A AND HANDLING MOTOR. FURNISH AND INSTALL COMPLETE WITH RECIRLULATED AIR DAMPERS, OUTSIDE AIR CAMPERS, AIR FILTERS, DAMPER AND ACTUATOR CONTROLS. i. ALL Pin% SHALL " CONGEALED ABOVE CEILING AND EQUAL TO RELIABLE MODEL 6. � I I I I QUALITY ASSURANCE 1 USE BOX EXTENSIONS N-ERE APPLICABLE, I . � I 1�___s ,I- 7� ,:--- I Fort Ill- INSTALLATION PROTECT MATERIALS DURING TRANSIT, DELIVERY STORAGE, AND LOW LEAKAGE DAMPV;z5 SHALL RIDE IN NYLON BEARINGS. THE ECONOMIZER IN WALL CHASES, LNLE59 OVERN5E INDICATED. 4.5ECURITY OBSERVATION AREA REQUIREMENTS; PROVIDE RELIABLE MOM F-I A. ALL MATERIALS AND APPARATUS USED IN THE WORK, INHIC4415 INCLUDED IN 5AFETf 5NITCHE5 AND, -I - __ . I . HANDLING TO PREVENT DAMA6E, 501LA6E, AND DETERIORATION SECTION SHALL PROVIDE FOR THE INTRODUCTION OF 100% OUTDOOR AIR FOR EXPOSM'PIPINS 5KA-IL BE 5/4-INCH MINIMUM I" 5PRNKLER5 BELOW THE CEILING AND RELIABLE MODEL 6 ABOVE THE CEILING, LNVERWITER5 LABEL SERVICE, SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS A. SKTCHE5 SHALL BE HEAVY DUTY A6 MANUFACTURED BY SQUARE V WITH NEMA I ENCLOSURE, I I � ll-) � - - 17 1. INSTALL STOREFORNT SYSTEM IN ACCORDANCE WITH PART 2 -PRODUCTS MINIMUM VENTILATION AND FREE COOLN6. N'TE&RATED ECONOMIZER CYCLE ANY HALL SURFACE, CHROME PLATED. PROVIDE COMPLETE SFRIWLER COVERAGE BELOW THE SECURITY OBSERVATION LABORATORIES, INC. ILL' LABEL MATERIALS WHICH ARE NOT INCLUDED IN UNDER- . INDOOR AND NEMA 5 OUTDOOR UNLESS OTHERWISE: NOTED. I . I �.� �:: c"i ,:__; 77�� -_ . APPLICABLE CODE AND MANUFACTURERS REQUIREMENTS. � 5HALl_ ALLOW COMPRESSOR TO CYCLE FOR DEHUMIDIFICAT'ION AM ADDITIONAL AREA PLATFORM. WRITERS LABEL SERVICE SHALL BE NEW AND SHALL CONFORI-1 To NEMA OR OTHER B. REC-5 FOR SAFETY SKTCHES SHALL BE NON-RENDPWU CARTRID6E TYPE, UL LISTED, I - � 2. APPLY FLEXIBLE SEALANTS AT PERIMETER OF SYSTEM MATERIALS AS COOLIN6, NEEDED WITH 100% OUTDOOR AIR INTAKE. DAMPER ACTUATOR t. ALL PIPING SHALL BE SUPPORTED FROM BLL*. STRUCTURE I APPLICABLE INDUSTRY STANDARDS. ALL MANUFACTURED MATERIALS AND EQUIPMENT DE)SMAN, 5HANMUT, JEFFER50N OR APPROVED EaJAL TO 9.155MAN TYPE FRN 2-11/46 MA&E, I I _:t � ,_:) L,._1 . 11, 1� PROTECTI I I . ACCEPTABLE SYSTEMS VACUFORM COLUMN SHALL BE 24 VOLT, FULLY MODULATION SPRING RETURN. CONTROLS SHALL INCLUDE FIXED 55 DEGREE F (13 PE6REE C) MIXED AIR CONTROLLER, BY MEANS OF APPROVED STANDARD NEI&HT ULIFM HANGERS. THE SPA41% OF HAM,ERS SHALL BE IN . . 5. OFFICE, RE5TROOH6, JANITORS CLOSET: 5PRNKL.ER HEAD5!�*4ALL BE SEMI- SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. IN5TUALL Rr-)E 50 THAT 51ZE 15 READILY VISIBLE I . LIc+"rIM FIXTURES . . I � i,�-) -----,- �:r i (-" -,-I �,_: i-LJ , PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, IN A MANNER AC,CEPTABLE TO MANUFACTURER AND ONNER, THAT ENSURE THAT ENCLOSURE 5Y`STEM TO INCLUDE DAMPER ACTUATOR, ADJUSTABLE MINIMUM POSITION SWITCH AND ACCORDANCE WITH THE STATE PLUMBING COVE. IN NO RECE-55M, ROU6H BRA-55, PENDANT MOUNTED, 165 DEGREE RATED, RELIABLE I MODEL SPECIFIC REQUI A. ALL FIXTURES SHALL BE AS INDICATED ON PLANS. 50571TUTION5 94ALL BE ON AN ADD OR . � I .__j 4 �L�j Ll -) cl.� MATERIALS 15 WITHOUT DAMAGE OR DETERIORATION AT TIME PIAPHRAM, CLIPS, AND SEAM ADHESIVE, SOLID-STATE ADJU57ABLE OUTDOOR AIR ENTHALPY CONTROL. OUTDOOR AIR " CASE SHALL HORIZONTAL PIPINS BE SUPPORTED AT - INTERVALS GREATER THAN 10'-O*. ' I . . I 1. A. THE SPECIFICATIONS AN� PROJECT DRANIN66 ARE MPLIMENTARY, ONE To THE CIO DEDUCT PRICE ONLY AND ONLY IF ACCEPTED BY THE ARCHITECT AND OrfM I I .7.� ,� -,f C-11 . I ,_ OF SUBSTANTIAL COMPLETION. (COLUMN EN01-05L)IRES TO BE cl'-4 1/2" H X I'-e)" N.) HOOD SHALL BE 6ALVANIZED STEEL WITH A PONDERED ENAMEL FAINT FINISH . 6. fLovi TESTS SHALL BE PERFORMED BY THIS CONTRACTOR TO THE REQUIREMENTS OTHER ANY ITEMS I,-tNnoNM OR CALLED FOR 13Y ONE SHALL BE CC)NSICERED AS B. ALL FLUORESCENT FIXTURES SHALL BE COMPLETE WITH EN M-6Y SAYING LAMPS AS MANUFAC- I L' C:� '.-) CL -11 " 01�W - AVIOMATI(�_ P f-REFINISHEr,> COLOR: COLONIAL WHITE PVDF NEATHERA5LE FILM CAP OVER HIGH IMPACT FAINT AND ELELTR05TICALLY BONDED TO THE METAL CONTROL OPTION SHALL CONSIST OF DIFFERENTIAL ENTHALPY (RETURN AIR 11. INSTALL PLL4-VIW;, FIXTURES AS SHONN ON V1045 #F-I. OF N.F.PA TE5T5 SHALL BE TAKEN AT ffl�5 IN OL05E PROXIMITY OF THE BUILDIN6. (WITHIN 5007 � I I BEING INDICATED IN BOTH THE SPECIFICATIONS AND THE PROJECT DRAWINGS. TUBED BY &F- SYLVANIA OR PHILLIPS, OR AS SPECIFIED. INSTALL LAMP5 IN ALL FIXTURES. I I I �./) I-) , .< '� A55 MOLDED SURFACE. ,CONTROL SENSOR) ECONOMIZER SHALL BE AVAILABLE FOR FACTORY INSTALLATION. PLUMBIW:? SUBMITTALS TO BE APPROVED BY CV5 � I B. EQUIPMENT FURNISHED AND/OR INSTALLED BY OVER TRADES SHALL HAVE WIRING EXTENDED TO THE EQUIPMENT, AND PROPER CONNECTIONS SHALL BE MADE TO THE C. ALL FLUORESCENT LAMPS SHALL BE COOL WHITE, UNLESS SPECIFICALLY 5OHMLED OTHERWISE. I .-I- .,a: �� - -) 7_� ( , --:-, PART I- GENERAL I. BURGLAR BARS ARE TO BE LENNOX 5UPFLIM FOR INSTALLATION IN PROJECT MANAGER PRIOR TO FIXTURES BEING ORDERED. -1. SUBMIT WORKING PLANS AND HYDRAULIC CALULATIONS, 516NM AND SCALED 13Y EaUlp"DtT. D. FLUORESCENT FIXTURES SHALL BE PROVIDED WITH CLA65 P, RAPID 5' , ART, ENERGY EFFICIENT TYPE ,�_ --- I �., j j 1. COORDINATE WITH El ECTRICAL AORK. MANUFACTURER: VA,-,UFOP,M INDUSTRIES (CONTACT: JOE BEKA0UM 1-600-e):21-7211 THE SUPPLY AND RETURN OPENIN66-5 IN THE ROOF CURB, CURB OPENN5.,S . 10. FURNISH AND INSTALL VALVES "ERE REQUIRED BY CODE A PROFESSIONAL FIRE PROTECTION ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT 15 LOCATED, TO KM4MTn THAT HAVE JURISDICTION. I C. THE CONTRACTOR SHALL PROVIDE ALL LABOR MATERIALS, TOOLS AND EQUIPMENT BALLA5T5 EQUAL To ADVANCE MARK Ill. THEY 54AU BE HIGH PO ER FACTOR, COMPLETE WITH AUTOMATIC RESET THERMAL PROTECTOR AND SHALL MEET ETL-CBM I I I __j ()-' - V 1-1.1 2. FURNISH AND INSTALL ALL MATERIALS, HARDWARE AND LABORREWIREV I ARE TO BE COORDINATED WITH THE STRUCTURAL ORMIN65. INDICATED 014 PI -AN. OR SPECIFIED 50 LOCATED THAT REWIRED FOP, COMPLETE AM SATISFACTORY IN5TALLA710N. 5MCIFI,CATION5. 5ALLA6T5 SHALL BE A SOUND RATED, �,-) > _ - � TO PROVIDE A COMPLETE ENTRANCE SYSTEM. SUBSTITUTIONS flV5T BE OF EQUAL OR EXCEED THE PERFORMANCE AND REQUIREMENTS OF THIS BARS TO BE INSTALLED BY HVAC, CONTRACTOR. HVAC , CONTRACTOR TO CUT OUT HOLE FOR DUCT PDETRATIONS I' LARDER THAN MT. THEY MAY BE OPERATED, REPAIRED OR REPLACED WITH I D. NORKN& PLANS AND COMPUTERIZED HYDRAULIC CALCULATIONS SHALL BE PRE- D. THE ELECTRICAL CRAAM5 ARE DIA6R"A'no, NITH APPROXIMATE EQUIPMENT, . I- EXCIRICAL CIS PREA . . . ,F- - ``'-- cl- 5. AMICABLE CODES: GLAZING SHALL COMPLY NTH ARTICLE 22 OF SECTION. MINIMUM EFFORT AND REPACKED M INVER PRE59,IRE. FARM 13Y A MINIMIJM LEVEL 9 KIL.E.T. CERTIFIED SPRINKLER LAYOUT VES,kl*�. CONDUIT AND DEVICE LOCATIONS. ALL ELECTRICAL POW SHALL BE COORDIRATED _CVT � . I �.,_, , THE 50CA"ITIONAL CODE, IqqO. I. SPLIT -SYSTEM AIR COV. UNIT SHALL BE SELF-CONTAINED, PACKAGED, FACTORY PROVIDE ACCESS PANELS MERE VALVES ARE DRANIMS SHALL BE 516NED AND THE KIL.E.T. CERTIFICATE NUMBER INDICATED AITH OTHER TRADES INVOLVED, A. ALL BRANCH CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE, QUACK -MAKE, __ C', (_) FABRICATION, GENERAL A55EM13LEV AND PRE-KRE-0 UNITS SUITABLE FOR OUTDOOR USE CONSISTING CONCEALED NON -REMOVABLE CEILN655 OR HALLS. ON PLAN. ALL DRAWINGS INCLUDING AS-BUILTS, SHALL BE SUBMITTED ON DISK E. AS IT ro NOT PRACTICAL ENUMERATE IN THESE SPECIFICATIONS ALL DETAILS OF . OUICK-DREAK AND HAVE WM44ON TRIPS ON MULTI -POLE CIRCUIT BREAKERS. I PART I I - PRODUCTS . OF CABINET, COMPRESSORS, COVE45IN6 COIL AND FANS, INTEGRAL 9,5- 1 1. BALL VALVES 2' AND SMALLER SHALL BE TWO PIECE, USING AUTOGAD AD REL. 12. . . FITTINGS AND ACCE55ORY EQUIPMENT REQUIRED FOR THE PROPER INSTALLATION BREAKERS SHALL BE SWITCHING . DUTY FOR CONTROL OF THE LIGHTS. I. 51-FOLD AUTOMATIC DOORS 13'i' "STANLEY AUTO DIFOLC> COMPLETE FABIR.ICATION, INCLUDIN65 ASSEMBLY, PRIME COAT, AND COOLING COIL, CONTROLS LIQUID RECEIVER AND SCREENS SHALL HAVE AN ENERGY EFFICIEWLY RATING (EER) NOT LE55 THEN PRESCRIBED BY A5HR.AE 410. ALL BRONZE WITH FULL PORT CHROME PLATED BALL, 'I. ALL SPRINKLER WORK SHALL ADHERE TO ANY AND ALL APPLICABLE CODES AND AND OPERATION OF THE VARIOUS SYSTEMS, DESCRIBED, IT SHALL BE UNDERSTOOD APPARAnr.) OF OTHER T r.>oofz-s,, (\/AL5PAR IND. COATING # BCIIA:226, FLUROPN FINISH, DOLOR -COLONIAL WHITE) HARDWARE APPLICATION, BEFORE SHIPMENT TO PROJECT 51TE TO MAXIMUM EXTENT POSSIBLE. DISASSEMBLE COMPONENTS PROVIDE EACH UNIT WITH A CAOMPLETE REFRI(7ERANT CIRCUT THAT 15 FACTORY . TEF SEAT5, SOLDER OR .THREADED ENDS, EXMNVEv ORDINANCES AND NFPA 15 LATEST ADDITION. I . THAT THESE ITEMS KILL BE PROVIDED. I I � A. ELECTRIC MOTORS AND HEATING APPARATUS; SHALL BE MOUNTED BY THE TRADE FURN15HIM THE EQUIPMENT, I \!i -I C_� znpr- w , I (REFER TO DOOR SCHEDULE FOR DOOR SIZES) ONLY AS NEOE55ARY FOR SHIPMENT AND INSTALLATION. WHERE NECESSARY FOR FITTING AT IN5TALLED WITH FILTER DRYEI;,' SIC -HT r?LA_e,5 W-015TURE INDICATOR THERMAL STEMS AMA 600 P51 COX WORKING PRESSURE EQUAL TO APOLLO 10-200. . . 1 10. SUBMIT DRMIN65 TO LOCAL FIRE DEPT AND OBTAIN NECE55ARY APPROVALS, FART 2 - SCOPE OF WORK . B. POWER KRIM: PROVIDE ALL POWER WIRING To ALL EQUIPMENT. KRE THROL*H STARTERS AND CONTACTORS, L:j &� � En 0- COORDINATION OF HARDWARE: THE MANUFACTURER SHALL SITE. EXPANSION VALVE, INSULATED SUCTION 0E, SUCTION AND LIQUID LINE SERVICE VALUE, LIQUID 0C 5t�__D- ,/ALVE CHARGING VALVE, COMPRESSOR 1:2. HALL HYDRAN75V� BE EOUALTO ZURN Mo. Z-1310, PERMITS AND CERTIFICATES MOR TO SUBMISSION TO THE EN51NEER FOR A. FURNISH 4 INSTALL A COUPLETS ELECTRICAL SYSTEM INCLUDIM, BUT NOT LIMITED AND PROVIDE DISCONNECTS, FOR ALL EQUIPMENT UNLE55 EXPLICITY STATED OTHERN!5E. POWER KRIM SHALL INCLUDE CORRECT "a C,ONNECTlONS FOR PROPER MOTOR SHAFT ROTAT10N. V_ , - , , PROVIDE PRODUCT DATA AND SHOP VFZAY41N(55 TO CV5 PART 3 _ E>(ECUTION - P150HAR6E SERVICE VAL)r- *�C �z*C9(,�'.-CR P%C4_r__kRE RELIEF VALVE. . NON-FREM, NTH 314' NPT STANDARD HOSE OUTLET, FINAL REVIEW . I � TO: SECONDARY SERVICE EQUIPMENT TO POINT OF SERVICE WITH LOCAL UTILITY, METER CENTER, SERVICE ENTRANCE EQUIPMENT, PANELS, BRANCH FEEDERS, LI&MN6 C. CONTROL DEVICES: MECHANICAL EQUIPMENT CONTROL DEVICES SUCH AS THERMOSTATS, FIRE5TAT5, AND yr �L I I I FOP, THE PURPOSE OF COORDINATING HARDWARE AND SECURITY REOUIREMENT15 WITH ELECTRICAL INTERFACE PREPARATION BEFORE INSTALLATION OF COLUMN COVER, EXAMINE SHOP PART:2 - GENERAL DUCTWORK 5PEOIFICA-iCN�� 13. ALL PIPING SHALL BE INSULATED WITH I- 6LAS45 FIBER, 3-I/2 POUND � 11. OC6UPANCY; ORDINARY HAZARD (6ROUP-I). I FIXTURES, SKITCHE5, CONDUIT, WIRING, OUTLETS, EQUIPMENT DISCONNECTS, 51MILAR DEVICES FOR EQUIPMENT CONTROLLED BY MA6NETIC STARTERS AND CONTACTORS WILL BE FURNISHED I 'OR EQUIPMENT MICH t5 NOT CONTROLLED BY A M T AND INSTALLED BY MECHANICAL CONTIRACTOR. f AC+E r, 11 � I DENSITY, 5NAP-ON FIBER6LAS5 WITH . I FUSES, LAMPS, TELEPHONE BACKBOARD AND CO WITS, SPECIAL. SYSTEMS AND ALL 11 . OF POOR SYSTEMS PRIOR TO INSTALLATION. ATION. FABRICATED WORK FOR COMPLETION AND COMPLETE WORK A5 ' I VAPOR BARRIER JACKET AND 5ELF-SEALING LAP. ALL L2. ABOVE 6ROUND YET SPRINKLER PIPE 2' AW SMALLER SHALL BE WELDED AND OTHER EQUIPMENT A6 5HONN ON PLANS 4 HEREIN 5PECIFIED.SYSTEM5 SHALL BE STARTER OR CONTACTOR, THE POWER WIRING PROVIDED SHALL WAIM ALL KRIM THROU6H LINE VOLTAGE E REQUIRED, INCLUDING BACK PRIMING AND REMOVAL OF PACKING. I. ALL DUCrhORK SHALL BE DESIGNED IN ACCORDANCE WITH SMACNA' I VALVES AND FITTINGS SHALL HAVE FIBER&LA55 5EAMLE55 STEEL PIPE, SCHEDULE 40, A5TM A-53. FITTINGS SHALL BE CAST IRON, COMPLETE IN ALL RESPECTS t READY TO OPERATE. CONTROL DEVICES, WHICH V41H BE FURNISHED AND MOUNTED BY OTHERS. . � 10 PART Ill- IN5TALLATION IK�lsno PUBLICATION TITLED WAL SYSTEMS DUCT DE516N', I INSULATION AND BE C47vSRM WITH MANVILLE'S ZE5TON, CLA55 125, AN,51 516.4 WITH THREADED JOINTS. . D. MOTOR AND ELECTRIC, HEATER SIZES AND Lcy-,AT10W:,: ALL MOTOR AND ELECTRIC HEATER 51ZE5 AND . 1.2 I I 1, ANCHOR NM SYSTEM TO RESIST NIND LOADS, IN ACCORDANCE NITH QUALITY 5TNIVARD; INSTALL COLUMN COVER TO COMPLY WITH 2. ALL MTNORK CONSTRUCTION 5-4ALL BE Cr FABRICATED 54EET METAL NO PVC FITTING COVERS WITH A 215/50 FLAME NQRK 13 _Y . LOCATIONS INDICATED ON THE PROJECT MANN65 ARE APPROXIMATE MAKE CONNECTIONS To EQUIPMENT 1 <r, 11 I I - EUWIM CODE REQUIREMENTS. MANUFACTURERS REQUIREMENTS. DUCTBOARD ALLOWED) A�0 M Bk%j N AZZOAVANCIE WITH VO4NA' AID SMOKE RATIM, 15. ABOVE GROUND NET SPRINKLER PIPE 2-1/2' AND LARGER SHALL 13E NCLDM A. PAINTN6 CONTRACTOR WILL PROVIDE ALL PREPARATION AND pANTjNjq OF FINISHED AS ACTUALLY INSTALLED. BEFORE CONNEcTIM To ANY PIECE OF SUCH EQUIPMENT, CHECK NP-T PLATE I . 2. APPLY FLEXIBLE 5EALANT5 FULLY AROUND PERIMETEIR OF NEh SYSTEM INSTALL COL" COVE R, LEVEL, TRUE, AND 5TRA16HT WITH No STANDARDS AND PUBLICAn,�IN TITLED "H\IA6, DUCT � 14. ALL UVERBOVIE5 Or ROOF MANS SHALL BE N5ULATED STEEL PIPE, SCHEDUL-E 10, P ROLLED 6ROOVED WITHOUT METAL REMOVAL, A5TM A-135. FITTIN65 94ALL BE DUCTILE IRON A5TM A-536, WITH GROOVED PORK, AS REQUIRED FOR INSTALLATION OF ELECTIRICAL SYSTEMS. I DATA AGAINST THE INFORMATION AS INDICATED ON THE PROJECT DRANN65. I I - m: DIVISION q DISTORTIONS. SHIM AS REQUIRED WITH CONCEALED SHIMS. CONSTRUCTION STANDARDS". ALL SHEET METAL A I/V LAYER OF IW;,JLATIN6 CEMENT, TR4NELM SMOOTH OR SHOULDER 005. COUPLIN675 904-L BE DUCTILE IRON A6TlM A-5M, B. CONNECTION OF THE KRIM FROM THE MICROPROC,E5SOR PANEL To THE RELA-1, PANEL E. POIIER NIRIM: PR.OVIVE ALL POWER KRIM FOR PLUMBING, HEATING, VENTILATION, AND AIR 001`01TIONING, 5YSTEM5 AS INDICATED ON THE PROJECT DRAWINGS AND IN ACCORDANCE WITH THE NIRIN6 DIA6RAW-2 � .. -'FINISHE5 PROTECTION5. DUCTIMORK SHALL BE EXTERNALLY 1145[lATED, WITH A MINIMUM OF I-1/2'OF APPROPRIATE INSULATION. IT SHALL BE UIL LABELED WITH CANVAS JACKET PAINTED ON. NTH FLEXIBLE JOINTS, VIOTOULIC STYLET7. SHALL BE DONE BY AWJRATE CLIMATE OF KN& EMNSIMM, . PROVIDED BY THE RESPECTIVE TRADES. �_, 052W -GYPSUM DRYWALL 5YEEM I - - I PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, IN A MANNER ACCEPTABLE TO MANUFACTURER AND OWNER, THAT VXTNORK INSULATION KTH VAPOR BARRIER'. � 15. CONTRACTOR TO SUPPLY AND INSTALL THE FOLLOWING: MIRRORS, I . . 14. THE SPRINKLER HEAD LAYOUT SHOWN 15 AN APPROXIMATION AND 15 INTENDED TEMPORARY LIGHT AND FOYCR . I F. APPARATUS To BE INSTALLED: THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ELECTRICAL APPARATUS I � �j 2 , PART I 'GENERAL I I 1 ENSURE THAT MATERIALS 15 WITHOUT DAMAGE OR DETERIORATION %' 4. THE FIRST 10 FEET OF rPLY AND RETURN DUCTWORK FROM THE ROOFTOP UNIT5 SHALL BE SOUND -LINED WITH I' ACOUSTICAL LINING. LINING SHALL PAPER TONEL HOLDERS, &LASS SHELVES AND � I ALL TOILET ROOM ACCESSORIES. ONLY TO PROVIDE AN UNIVER5TANDIN67 OF THE SCOPE OF THE AORK. TH15 A. ELECTRICAL CONTRACTOR WILL PROVIDE THE FURNISHING AND MAINTAINING OF THE NECESSARY ELECTRICAL FOR SUPPLYIM THE HEATING SYSTEM AND AND LIORTIN67 AS SHOPIN ON THE PROJECT CRMIW75 AND NOT Sr MIFICALLY EXCLUDED ABOVE, AND SHAH INSTALL SUCH MATMAL5 IN ACCORDANCE WITH THE PROJECT VIRANN6 AND 1� < C) . AT TIME OF 51.15STANTIAL COMPLETION. CONTRACTOR 15 REQUIRED TO FIELD VERIFY THE EXACT LOCATIONS OF ALL 55FECIFICATIONS. . I FURNISH'AND INSTALL ALL DRYWALL MATERIALS, ACCESSORIES AND i I BE 2 L5. DENSITY AV Ul TESTED. ALL REMAINING PUCTINORK. SHALL BE 16. ALL VENT LINES SHALL BE RUN CONCEALED IN KALL5 A5 EXISTING HEADS TO IWN� THIS WORK WILL NOT CONFLICT NINTH THE CEILING I TEMPORARY L16HT AND POWER REQUIRED BY THE OTHER TRADES DURING I CONDUIT WORK � U- I PRODUCTS REWIRED TO PROVIDE A COMPLETE INSTALLATION, NC,LUVIM rhITERIOR PARTITIONS, SOFFITS, FASCIAS AND � 1 INSULATED WITH I' THICK, 3/4 LB. DENSITY FIBER61-A55 DUCT INSULATION ,004* THCK VINYL JACKET SECURED WITH 4' WIDE ADHESIVE 5TRJF5 5PACM NOT TO INTERFERE NTH DECK ABOVE EMPLOYEE AREA. GRID OR LI(5+TIM LAYOUT. REFER TO THE ARCHITECTURAL C"M5 FOR REFLECTED CEILIM PLAN$ AID COORDINATE ALL NORK KTH ALL OTHER CONSTRUCTION AND AS SE-60TIATED WITH THE CONSTRUCTION MAK46M . �. A. ALL P41RM SHALL BE FIN IN R161P STEEL CONDUIT OR ELECTRICAL METALLIC TUBING, EXPECT THAT NON - 'I 6YT15M WALLBOARD USED AS SUBSTRATES FOR OTHER MATERIALS. I'-O'O.C. ON ALL FOUR SIDES. VTR VTR TO 13E MIN. 24' FROM IN51PE FACE OF EXTERIOR WALL. CONTRACTORS PRIOR TO INSTALLATION OF THE 5PRIW,LER SYSTEM. METALLIC SHEATHED CABLE MAY 13E USED "ecZE ALLOYED BY N.E.C. AND LOCAL CODES. FLEXIBLE CONDUIT COORDINATE THIS WORK WITH THE RELATED PORK OF OTHERS i 5. FLEXPUCT CAN 15E L15ED I" THE DIFFUSER ADAPTER BACK TO THE "In * . A, MMN65 ARE DIA6RAMMATIC AND INDICATE THE GENERAL. ARRAMEMENT OF SYSTEMS MAY BE USED FOR CROPS FROM JUNCTION BOXES TO LAY -IN LI&MN6 FIXTURES AND FROM SAFETY �; r- (Z- I w APPLICATION PROCEDURES 4 WORKMANSHIP SHALL BE IN ACCORDANCE SHEET M'-'-TAL. 11. NATURA,l_ 6,A6 PIPING 2' AND SMALLER SHALL BE 15. INHERE REQUIRED 13Y CODE OR DIRECTED BY LOCAL AUTHORITIES, THIS AND PORK INCLUDED IN THE CONTRACT (DO NOT SCALE THE PRANN66). CONSULT THE A$4HITECTURAL CRAMMS AND DETAILS FOR EXACT LOCATION OF FIXTURES SWITCHES TO M�HANICAL EQUIPMENT. � I I ci roa- P� WITH 6A-216 AND ASTM C640. � b. ALL Fl,EXDUCT USED 54ALL BE OF THE 11451,1LATED TYPE, AND NOT SCHEDULE 40 BLACK STEEL PIPE (A5TM 13163) WITH CONTRACTOR SHALL PROVIDE SEISMIC HM61M 4 CONSTRAINTS, ON ALL AND EWIPMENT. NI-EIRE 5ME ARE NOT DEFINITELY LOCATED, 05TAIN THIS B. EXPOSED CONDUIT SHALL RUN EITHER PARALLEL OR PERPENDICULAR � . I (AT R&M AN5LE5) TO THE BUILDING HALLS. � w %T - I . F= w C-1) _T PART 11- PRODUCTS AND MATERIALS EXCEED TEN FEET (6'-O') IN LENGTH. . SCPZ*EP FITTIN65. NATURAL 6AS PIPING 2-1/2* AND PIPING IN COMPLETE ACCoRDANICE KTH THE LATEST ISSUE OF THE STATE INFORMATION FROM THE ARCHITECT. 9 - . . I z GYPSUM DRYWALL PANELS 1. PROVIDE VOLUME- CAMPERS AT EACH TRUNK AND BRANCH "-OUT. LARGER SHALL BE SCHEDULE 40 BLACK STEEL PIPE MECHANICAL BUILDN5 CODE, LOCAL COVE-5 AND NFPA� r I C. 5ECARE CONDUIT IN PLACE AND PROJECT MERE NEC ,E%ARY TO PREVENT DAMAGE TO THE WORK * - - - A. FIRE RESISTANT (WERE REQUIRED BY CODE) 5/t"TH" . D. ALL DUCTNORK SCAMS AND JOINTS SHALL BE TAPED TO SEAL WITH MELDED FITTIN65. WHERE REQUIRED BY GORE OR DIRECTED BY LOCAL AUTHOR. TH15 CONTRACTOR 16. FIRE PROTECTION CONTRACTOR SHALL PROVIDE A 6UARANTEE COVERN6 ALL B. PROVIDE AND KEEP UP-TO-DATE ONE 0) COMPLETE "A5-DUtLrSET OF DRANN6 FIRINTS, CORRECTED DAILY AND SHOWING EVERY CHANGE FROM ORIGINAL MMN65 DURING CONSTRUCTION PLU6 ENDS OF CONDUIT NTH CORK, OAKUM, OR PUSH -PENNIES TO AVOID FILLING WITH MORTAR OR DEBRIS. O. Z. TYPE 'CA' CAPS SHALL BE USED NTH TYPE B CONDUIT B)SHIM5, 11 g I - c" I - I -1 to - I w m WITH A TYPE X CORE; EQUAL TO 601-0 BOND FIRE -SHIELD THEM BEFORE INSULATION 15 INSTALLED. INSPECTION OF TH15 SHALL BE COMPLETED BY CV5 BEFORE INSULATION 15 INSTALLED. 54ALL PROVIDE SE15HO RAMIW_7 AND CON5TRAINT5 MATERIAL AND WORKMANSHIP FOR ONE YEAR FOLLOWING DATE OF ACCEPTANCE AND SPECIFICATIONS AND EXACT LOCATION, KIND OF FIXTURE, Rlh6 D. &ROUP CONDUIT IN PARALLEL RUNS INHERE PRACTICAL AND USE CONDUIT RACK CONSTRUCTED OF STEEL TOTAL 50. FT.: RETAIL 50. FT.s I INITH ETA' -SMOOTH EDGES. I ON ALL GAS PIPING N.COMPLET AC4C,ORDAN6E I BY DVS. I OF KRE AND CONDUIT, LOCATION OF FULL AND JUNCTION BOXES AND OTHER . CHANNEL WITH CONDUIT STRAPS OR CLAMPS, PROVIDE SPACE FOR TWENTY FIVE PERCENT ADDITIONAL . DIT75 Imo-. I B. MOISTURE RE-515TANT - FOR APPLICATION IN NET AREAS AND FOR , . NO, T. WITH THE LA`TE5T ISSUE OF APPLICABLE PLUMING EQUIPMENT AS ACTUALLY INSTALLED. IN ADDITION, ALL ITEMS CHANGED OR DELETED CONDUIT. SUPPORT ALL CONDUIT AT A MAXIMUM OF 51X FEET ON CENTER Rx USE AS A SUBSTRATE FOR AREAS DE516NANTM TO RECEIVE � SHOULD INSULATION 13E INSTALLED PRIOR To INSPECTION, CV5 CODE AND ALL LOCAL CODES. I I BY ADDENDUM OR CHAN&E ORDERS SHALL BE NvIcATCv. TH15 DRAWING SET SHALL STOCK 50. FT.: Rx 50. FT.: . � NON-AS50IRBENT FIN15H MATERIALS AND 51MILAR RESERVES THE RL644T TO OPEN A MINI" OF 50 LINEAR FEET, WITHOUT I I I I � I BE KEPT ON 517E AND USED AS A RECORD SET. . I TOTAL: PRODUCTS, USE S/V THICK GYPSUM WALLBOARD D EQUAL To 6OLD CHAR&E FOR ITS REPLACEMENT, FOR THE PURPOSE OF INSPECTING THE - lb. ENNNEER AND ARCHITECT TO VERIFY NIMMIR OF I � BOND MR FIRE -SHIELD 6 ftTH GREEN PAPER FACES . DUCTWORK AND SEALING. PLUMBING FIXTURES WITH LOCAL CODES AND OFFICIALS. � W:;!%TY5 AND W_k5URf-,MEN TS A. PROVIDE A COMPLETE SYSTEM OF CONDUCTORS OFF FEEDE-RS AND BRANCH CIRCUITS ON OPEN! AND TAPERED ED6E5. . ADJUST DESIGN A6 REQUIRED. CONTRACTOR SHALL BE � . A. BEFORE SUBMITTING H15 BID, THE CONTRACTOR SHALL V151T THE SITE AND SHALL BECOME THE PROJECT DRMI%5. THE NRJM SYSTEM SHALL BE COMPLETE TO EAC,H AND EVERY OUTLET, JUNCTION MEZZANINE: SCALE: . q. DIFFUSERS AND OTHER DUCT TERMINAL DEVICES MILL BE MANUFACTURED BY RESPONSIBLE FOR ALL ADDITIONAL FIXTURES, INCLUDIM I I THORa*HLY FAMILIAR WITH ALL CONDITIONS UNDER WHICH H15 POW WILL BE INSTALLED BOX, SAFETY SNITCH, OR MOTOR STARTER SHOWN OR SPECIFIED MC,H REQUIRES ELECTRICAL CONNECTIONS. ' C. REGULAR - 5/5' THICK 6YP5UM KALLBAORD EQUAL To &OLD BOND I RE60LAR 6YP" WALLBOARD. 'CARNEV, SERIES SATA OR AN APPROVED EQUAL. ALL ROU&HINC7 AND TRIM To IN51,1RE A COMPLETE . I I . I I A6 HE WILL BE HELD RESPONSIBLE FOR ANY A55UMFITION5 HE MAKES OR ANY OMISSIONS B. NO HIRES SHALL BE PULLED UNTIL THE CONDUIT SYSTEM 15 COMPLETE. NO GREASE, OIL, OR LUBRICANT N/A I AS NOTED . I . 10. ALL 5UPPLY DIFFUSERS SHALL HAVE MANUAL ADJUSTABLE DAR:TR5. AND FULLY OPERABLE PLUMBING SYSTEM. I OR ERRORS HE MAKES AS A RESULT OF HIS FAILURE To BECOME FAMILIAR WITH THE SITE OTHER THEN POWERED 5OAf-_5TONE OR PULLING COMPOUND, UL L15TED AND COMPATIBLE KTH CONDUCTOR DATE: DRAWING By. 'JOINT TREATMENT i I , 11. SUBMITTAL SHEETS ARE REQUIRED FOR ALL DIFFUS-5ERS AND OTHER MT Iq. PLUMBING CONTRACTOR SHALL PROVIDE A 6UARANTEE . I I AND CONTRACT DOCUMENT5. I INSULATION, SHALL BE USED TO FACILITATE THE PULLN6 OF THE NIRE-5. THE MINIMUM BENDING RADIUS FOR 02-1&-Ir LMH A. JOINT TAPE - PAPER TER),11NAL DEVICES FOR APPROVAL PRIOR To INSTALLATION. C,O`�M, ALL MATERIAL AND WORKMANSHIP FOR ONE B. THE CONTRACTOR SHALL BA -SE ALL ME�=MENT5, BOTH HORIZONTAL AND VERTICAL, FINAL TERMINATION SHALL CONFORM TO THE RATIONAL ELECTRICAL CODE REcuREmrNT5. DRAFTING I M6,Rl - LAYOUT COORD, I B. JOINT COMPOUND -FAST HARDENING TYPE EQUAL To GOLD BOND STA-5MOOT4, 12. INHERE THE BUILDING 15 LOCATED IN AREAS RE0UIRI% RESISTANCE TO YEAR FOLLOWING DATE OF ACCEPTANCE BY CV5. . I I . . FROM E-5TABLA5HED BENCH MARKS. ALL WORK SHALL A&REE WITH THESE ESTABLISHED LINES AND LEVELS. VERIFY ALL MEASUREMENTS ON SITE AND CHECK THE CORRECTNESS G. SPLICE KRIM MY OF ACCESSIBLE JUNCTION BO)C55. USE 5OLDERLE55 PRE55ORE CONNECTOR5 5-COATS MINIMUM. EARTHQUAKES, THE VE516N SHALL REFLECT TH15 REQUIREMENT. 51T�- . I I OF SAME A5 RELATED TO THE WRY, � I IWLATINS COVERS FOR COPPER KRE SPLICES AW TAPE5 AND Nob AP46 AM SMALLER, USE . MR5 I . LOCATION At,V PREVAILING ORIENTATION SHALL BE TAKEN INTO ACCOUNT - � I I INSULATED SPRINS HIRE C,L#MCTOR5 WITH PLASTIC CAP5 FOR No. 10 Aj* AND SMALLER. USE SPLIT BALL I &(,E55ORI I IN THE DE516N, I . . I PART 5 - MATERIAL5 CONNECTOI:* FOR COPPIERNIRE 5PLICES AND TAPE TO ONE HUNDRED FIFTY PERCENT OF THE INSULATION . . , A. CORNER BEADS - 1-115'X 1-1/a* 6ALVANIZED METAL, CRIMPED i I . I . I VALUE OF THE COINOUCTOR, TO ALL WALL WARD CORNERS. i PART 3 - GENERAL. PLUMBING 5PECS � I SLEEVES. INSERTS AND ANC ,,HOR BOLTS Fig sm ldwdmllk. NIM * B. CORNER BEADS - 1-114"X 1-1/4* GALVANIZED METAL FOR I I A. THE CONTRACTOR SHALL PROVIDE, SET IN PLACE AND BE HELD RESPONSIBLE FOR THE I DOUBLE LAYERED WALLS. . i I. ALL Y40W SHALL BE X�E IN ACCORDANCE WITH THE LOCATION OF ALL SLEEVES, INSERTS AND ANCHOR BOLTS REQUIRED FOR HIS AOQK A. PROVIDE ACLA55WFIREC ALARM SYSTEM WITH MASTERBOX, HHERE REWIRED BY . cvs . C. CASIM BEADS - 6ALVANIZED METAL. . i REQUIREMENTS OF 11-E FOLLOWING: . . . IN THE EVENT THAT FAILURE TO DO 50 REWIRES CVTTI% AND PATCHING OF FINISH LOCAL *0 STATE BUILDING CODE OR ORDINANCES. SYSTEM SHALL BE SUPPLIED PART Ill- FABRICATION AND IN5TALLATION I . A. THE LATEST ISSUE OF APPLICABLE BLD6. CODE, MECHANICAL AND . . . WORK, IT SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. COMPLETE WITH A 5 YEAR MANUFACTURERS EQUIPMENT WARRANTY. ALL A5PECT5 or- � I . I INSTALL SYSTEM FREE OF WAVES, BUCKLES AND UNZ�S. . PLUMBING CODES AND ALL RELEVANT N.F.P.A. CODES. . . � CONDUITS AND W THE FIRE ALARM SYSTEM 54ALL MEET THE REQUIREMENTS OF ALL RATIONAL AND LOCAL Coon AS WELL. AS TIC ALM40RITY HAVING JURISDICTION. I EXP05M To VIEW - ALL JOINTS, HOLES AND VEPRC55I0N5 A5[BLE . B. ALL CODES AND REGULATIONS OF LOCAL AUTHORITES HAVING JX15VICTI'ON. . I . � . A. RJ610 METAL CONDUIT (&PZ) SHALL BE HOT -DIPPED GALVANIZED STEEL, CONFORMING STORE NUMBER: ')I BELOW THE CEILING LINE SHALL BE FILLED, FLOATED, SANDED SMOOTH I . � I � I I I I TO ASO bO-I, AS MANUFACTURED BY REPUBLIC, STEEL I TUBE, ALUM TUBE AND CONDUIT B. FOR 24 VD.c. CIRCUITS USE 14 A�* SOLID COPPER: C,ONl)uc,TOR, WITH TYPE THHN INSULATION. AND MADE READY TO RECEIVE FAINT PRIMER. . . COMPANY OR ROD ROY. 6f;V, INSTALLED UNDER&ROUND OR IN CONCRETE 5LA55 SHALL I �.. . I G �OOCONCEALED LOCATIM - ALL JOINTS, HOLES AND DEPRZ%IONS I . � � 1. �IBE HALF OVERLAP NRAPPM W SCOTCH #50 TAPE. . I DOO*f MANA&CHENT SYi5 I ABOVE CEILIN& LINES AND BEHIND PERMANENT FIXTUR,ES SHALL BE FILLED AND TAPED. . ICONCEALED . A. RUN ALL INDICATED CIRr,Un FROM ELECTRICAL PANELS To TMS" RELAY PANEL AND TIC -IN - .1 DRYWALL JOINTS -ALL JOINTS SHALL BE TAPED WITH A MINIMUM . . I . AS SHOWN ON THE RELAY CABINET SCHEMATIC ON DRAWING E-5 I ' I LOCATION: . . OF THO COATS OF JOINT COWOUND. I ALL COMPOUND JOINTS ARE To 5 -SANDED ONLY -0-550 - FAINIM7 I � . I I . a I I . I COTUHT, MA REFER TO EXTERIOR ELEVATIONS, 4 FINISH SCHEDULE I I . I -1 - DRAWNG FOR ADDITIONAL INFORMATION. I . - I . . . . I I - I I I , I I I NUMBER: ,�� p ,-::, 41 I I _ -GONG. WASH b" DIA. CONCRETE FILLED, HOT DIPPED 6ALV. STEEL GUARD POST, PAINTED YELLOW Q NOTE_ 4" DIA. 3'-0" BOLLARD USED Q ® DRIVE UP WINDOW AGAIN51 m 51-06. ONLY SLOPE TO GRADE J j GRADE LEVEL WALL FAG 6RAB BAF 'I� I + ''+ PROVIDE FRTW 2xb—j-174 + WOOD BLOGKIN6 I I6" DIA. GONG. BEHIND GRAB ZeH. x 12"D. 22 &A. 6ALV. i i' BARS A5 5HOWN STEEL CANOPY W.\ I" RAIN STOP + ! FOUNDATION / ON FRONT EDGE, THE CANOPY LENGHT / TO 24" WIDER THAN DOOR OPENING i 14" LONG / 3 + #b ROARS EACH WAY GAN0FNr 17ETA I L- A50\/E — -= . I REGE I V I N� DOOR -1 2 GUARD FOST DETAIL 3 CGRA5 5AR SEAT I ON SCALE: NONE M N + NOTE: WALLS BELOW MEZZ. ARE LOAD BEARING TYP. t #+ INSTALL 8" Ibga. STEEL FLOOR J015T5 ® 16"0.0. FASTEN FLOOR JOISTS TO J015T TRACKS @ EA. END 1 COVER EDGE OF DBL. I HEADER W/ IX12 #1 WHITE PINE TRIM I HIDDEN LINES BELOW INDICATE RE5TROOM EMPLOYEE WALL5 BELOW,; L , 16 &A. CONTINUOUS JOIST TRACK W/ FRTW 2X LEDGER BD. MECHANICALLY FASTENED TO WALL ® PERIMETER OF RECEIVING r FRAM I N(3FLAN A50VE 4 EMiFLO`I = AREA �SCALE: I/b" =none �6 REGE D I MEN5I ON FLAN AT r5_-� EMPLOYEE AREA P`-1 SCALE: 1/b" = NONE I GG F -IS-II E D G B A Y i; =EFL To SHEET IT A14 I#OR DRIVE THRU j- --- DETAILS AND ENLARGED Ag I I I2. PLAN. ' S j AA 3.5 ! 8 8A CONCRETE SLAB i- -13 13 -V2 _ A -I I , s 10 -15 " HIP RQOF _ (� G."� - -. _ ' BREAK-A)NAY DOORS L 23'-58, I Q— v PROP -- — - — ---- ---- - -- ---- -- - - __ -_ _ NOTE: �' N T R � c N G I ; o EL EGTRiGAL f ~ MITER I 5'-0w I SEE DWG. A-5 F R 50A SET UP Zu I - - - - `I Ian l w 1 DWG, A a FOR 5oACONSTRUCTION.I GONDU I T 5TU5 I ILOCATIONS.....,a _ v 4 -�- j 1 - SEE DWG. E=2 ` �N ( RX I Al ' I I N67p i + INFO. $ DIMENSIONS I = sI ii' > I I NO E: 1 I I I ' , � I I SEE DWG. P-I FO� ALL PLUMBING I BROKEN LINES � � bl�" I <' — SPECIFICATIONS ND LOCATIONS INDICATE A I ' �` I VALANCE FRONT • " + ABOVE—ALANGE I �-.— PHARMA Y - �,_i, VALANG + I 20-64 I OUTLINE I PROVIDE 6 MIL \YAPOR BARRIER UNDER CONCRETE r + ----------- 8'-II" II —.---.---__--------- FLOOR SLAB. A 5EAM5 TO BE DOUBLE FOLDED. _ - - `-- - - I BARRIER TO BE LAGER ON TOP OF THE 6 CRUSHED REF. TO DWG. - J I , STONE B1=D FRIG TO POURING OF 4" SLAB. IF I 4 E-2 FOR ELEC. _ 7 =1� I ; w I PLACED ON TOP OF THE M015TURE BARRIER. `" CONDUIT STUB i HO+ c`+ z I LOCATIONS ;:- //'� f�- cv FOR COLUMN FINISHES, SEE ROOM GHE(./K-- I ' FHARM GY 'I , + I R '� � f ; I > FIN 15H SCHEDULE NOTES - + NOTE: SEE DWG. + I d DYVG. A-8 FOR Q; I Rx VALANCE d + ENGL05URE CONST. 6 6 b 6 EDGE OF C/O t\I 16 i -I3 13 ' 13 f 13 ;4 VALANCE ABOVE i crir� - ?` A4 W � 41 " RETAIL AREA 4- + -} - A _ I 1-0 11 + I I I I _ 4 _.__. I MIN. i ; 2 1 FLAT WALL MOUNTED g O ' i ; A4 I( MIRROR ® ?'-4" A.F.F. I i� € SE�URI TY , ;;, 4 % i III ti E i y Ilz i I III I NOTE: 10 35ERVAT I ON I III I ALL WOOD BLOGKIN& FOR INTERIOR I /ir C \ / I i ; 1 USE FURRING, BLOCKING, PANEL5, ETC. AREA 55"H. PLATFORM A =: REaEI Y INC i' I SHALL BE FIRE RETARDENT TREATED 1 \� in WITH "DRICON" OR APPROVED EQUAL + f 0 b ' PROPe' I �_ — �AS METER I 36"H LOW 7--- -- -- — PARTITION . - --------- I I ---------------- --- I >01 I FINISH TO FINISH 4 5 , I AA } A -I A -I i '• I I � �� I I'-8' 5'-4" I I I I I 135'-0 I (F) E (p) G (B} A.5 A FLOOR FLAN A SCALE: 1/5" = 1'-0" = ==W 4'-g _ PARTMON TYPES 5/8" TYPE "X" 6.W.B. EACH SIDE' ---- 20 6A. 3-5/5' STEEL STUDS @ 16" O.G. IKOUR RATED - CONTINUOUS TO UNDER51DE OF ROOF DECK 1` L DES U465 ARCHITECTS I 5/5' G.W.B. EACH SIDE 20 6A. 3-5/8" STEEL ®KA STUDS ® Ib' O.G. ASSOCIATES, INC. 142 Crescent Street G NO RATING -TERMINATE AT FINISH CEILING Brockton, Mt 02402 Phone: ('508) 5 5-*03 NO RATING -FINISH HEIGHT 8'-0" Fax: (505) 584-2114 E NO RATING - TO DECK TERMINATE G.W.B. b" A.F.G. 5/8" WATER RESISTANT 6A.B. (INTERIOR OF RESTROOMS) 6AB. (EXTERIOR OF RE5TROOM5) r 20 6A. 3-5/8" STEEL STUDS ®Ib" O.G. �-n� ;� R. F NO RATIN - FINI H TO pgrK TROOMS / 5/8" WATER RESISTANT 6AB. EACH SIDE No. 3952 9Ro��ov t 20 6A. b' STEEL?,% enn c 5TUD5 ® lb" O.G. � � G NO RATING - 7-IN15H HEIGHT 8'-0" 5/6" 6.WB. PHARMACY SIDE ONLY 20 6A. 3-5/8' STEEL STUDS ® I b" O.G. H O RATING - FIN15H HEIGHT @ b" A.F. 01-6. NOTE: I. ALL DRYWALL JOINTS SHALL BE TAPED WITH A MINIMUM OF TWO COATS HIETE!-';<ENCt4 D JOINT COMPOUND, ALL COMPOUND JOINTS ARE TO BE WET-5ANDED ONLY.' 2. REFER TO WALL SECTIONS ON DWG. A-12 FOR EXTERIOR HALL CON5TRJUGTION. 3. ALL WOOD BLOGKIN6 AND NAILERS SHALL BE FRTW % EXCEPT FOR P.T. @ ROOF AND OPENIN65. /( BV®!�� u Ull LEGEND-:. LOW STUD PARTITION NEW STUD PARTITION O DOOR DE516NATION, SEE DOOR SCHEDULE ON DWG. A-2. EXIT ILLUMINATED EXIT SIGN 1l I INTERIOR FINISH DESIGNATION, SEE l FINISH LEGEND ON DWG. A-2, C/l 1. iJ 1i WINDOW ELEVATION A WINDOW DE516NATION z o CD /E, SEE DWG.^ A-I3. J w f >1J V z CD - FOR AREAS V iIGH REQUIRE A MAIL BOX: `� w � rz CD w w z > :D U � w Q 6.G. TO INSTALL: 6ALVANIZED STEEL MAIL BOX BY SOLAR GROUP, +1 cn cn c.) TAYLORVILLE, M5 3g168, MODEL #5TI5 SILVER, (5TI5 - 10 7/8"x8 1/2x � � a z � f- 20 1/4". MOUNT ON A CEDAR FRENCH GOTHIC MAILBOX POST, PAINTED 5- ¢ o CL WHITE, BURRIED 36" INTO GROUND AND INGA5ED IN CONCRETE -FOR AREA'S WHICH REQUIRE LETTERS: I L:.+ G.G. TO INSTALL ADDRESS LETTERS IN AN AREA WHICH CAN BE VIEWED FROM THE PRIMARY ROAD. PROVIDE 5" BLACK METAL CONTEMPORARY HOUSE NUMBER5 "THE IVES t� ARTISAN COLLECTION" BY H.B. IVES, NEW HAVEN CT. 06508 I � 7 { IL 0C14 In z a TOTAL SQ. F I. RETAIL SQ. FT.: 8775 7363 INCL. Rx STOCK SO. FT.: Rx SO. FT.: TOTAL: 935 800 OPEN: 675 'MEZZANINE: SCALE: N/A AS NOTED DATE: DRAWING BY: 03/03/97 DRAFTING MANAGER: LAYOUT COORD.: In I its STORE NUMBER: 264700 LOU ATION: AVENUE COTUIT, MA DRAWING NUMBER. Am a v FINISH / AGGESSORI ES L.Er END • 'T = 6EN ERAL CONTRACTOR ANT AR I MATERIAL MF6. NO. - C.OLC'R REMARKS -- -- 4 MAR MATERIAL MFG. NO. COLOR REMARKS } ACOUSTICAL _ z FAINTS ,/ SEALAN75 / ADHESIVES - NEWGA5TLE 5PRED Ultra Eggshell L_ayytex, 4100 Ser. , Pt -- --- 6 G PAINT GLIDDEN 306Y40-'R 02c1 16EY(nark Grey Wall/Trim Paint - 2 GOATS GORTEGA MI BONRD, 24"x48"N5%�'- -- -- -- - -- OLD GLORY 5PR:ED ultra Eggshell t-aytex 41,�0 Ser. -- O CEILING TILE ARMSTRONG '169 WHITE WITH AR.M5TRON& 15/16" PF'.ELUDE FIRE GUARD TEE 5Y"C6 G P2) PAINT GL.IDDE:N - I6YRI8_58i _ (Red Wpll/Trim Point - 2 GO_AT5 C' G Folor Bear SPRED Ultra shell La tex, 4100 ter. I - - ------ - ------------ ---- 6 G C� PAINT GLIDDEN '50GYb2-014 I H,�Itelt.�ns Ere _ Wall/Trim Point GOATS 6 (5 --- USE NHE`N APPLICABLE -+- SPRED Ultra Eggshell Latex, 4100 Ser. , CEILING TILE ARM`-,TRON6 823 ►^SITE WITH AR.M5TRONG 15/1&" PRELUDE FIRE &UARD TEE SYS. 6 6 P4 PAINT GL.IDP N 4125 { MIHITE Wa11/•Trim Point gg': GOAT'S G G j r -- GC-R.AMAC-�UARD VINYL FACED TILE = 24"x48"x5/5" FIRE 6UARD� , Water Ghes.tnv SPRED Ultra Eggshell L_a tex, 4100 Ser. _ CEILING-� TILE ARMaTRONb 605il� PAINT GLIDDE.TI 30YYh2-IL.-1 99- y G G - ; -- WiTfl ARhiSTRON6 TEE 6F.ID !'� ALL -ALUMINUM GAPf'IN6 �- � (ort ►^rf�ite) Wu11/Trim Point - 1 GO_AT5 _ CARFETINC� / AGGESSORI ES _ -- " -- Pe CONCRETE SEALER ADMIXTURE, "B/G FLOOR SHEEN' CLEAR 2 COATS C� G ___ _ _ INC. --- INSTALL SO GRAINS A,RE ALL TILES GLUED DOWN W/�T �} GRAFFITI ------ ---- ---- "ARMA&LAZE" ci CARPET TILES HE9JGA 355 SLATE PERP. TO EA. OTHER \EN71RE AREA TROI^lELLEDC� 6 6 �J PROTEGTIDN COAT AR:MAGLAZE #g000 j CLEAR 2 COATCa------- G G G2 I -- --- -- -_-- ---- T 6 Pe PRIMER NU-BRITE/ E,4OO/CLEAR -r For.'. USE AT PHARMACY WING INALL5 AND C, G C) - -- MURALO _ -- REITROOM5 PRIOR TO APPLYING VINYL - -�---- B5 F'Z FAi LL L TO -N lKi DC>OR5, _ �3) WALK OFF-' MATS INC. DEGORID 10-7 CHARGO G G POLYURETHANE GL_iDDE=N 82 ' 5ATIN 2 COATS G 6 LK5E CONTACT CEMENT. _ _ INSTALL SO ,SRAIN5 ARE ALL TILES GLUED DOWN W - -- - SPRED Ultra E shell L_o tex, 4100 ter. , -- - CARPET TILES HEU&A OCC-14i REL> \ �4 7 6 Pi PAINT GLIDDEN (�+�-f73.4 FLAT BLACK 99., - G 6 ._ y N. PERP. TO EA. OTHER, ENTIRE AREA TROWELLED _ _ Wall/Trim Paint - 2 GOATS_ -`' - --_ _- -- --- -- ---------- - ----- Pn PAINT --- ---- POLOMYX 400 SERIES C E,REY - -- - -- -- G 6 CARPET BINDER -- il8 726-8000/ 516j9�-p4 = N.Y. PROFE5510NA - G 6 N.Y. METAL 235 IRS ., C, 6 Pi21 ADHE5IUM CLEAR -_-Q�_-s•`�����:�4���L:1ZQS? � r1�.-. -_ _ _ WAl_LG_ G_VERI � HEUGA-PD5 ! - SPRED Ultra Fiat La 6500 5cr. Hous.e/Tr m Paint(2 coats) c-r CARPET LOGO RED / SLATE 6 6 Pis PAINT GLIDDEN 40YY35-061 FALCON G y G 6 C J. VALLi5-GV _- -- �C _ ►se E I L'>EN UItr=Hid_ e i~ ock Filler No. 531'1- GARF'ET WRAP I HEU&A SLATE 60" HI6H ® COLUMNS F, F, Pia CAR'�ET GLUE HUEGA HJEGATAK bl8 ONE:, FIVE GALLON CONTAINER G G v1) FATIGUE TILES INTER.FAGE # 16202600003 #1425 V1510N INTERFACE FLOORING SYSTEMS INC, (800)-33b-022'S G G Pis PAINT 6LIDDE:N 506Y62-014 LIGHT GREY OIL BASE ENAMEL----Us3ED FOR ELIA50N DOORS G G GLASS / MIRRORS (INTERIOR / EXTERIOR) O AQ 0 USE=) F APPLY ;2 GOATS S ` Pt6 PAINT BEN. t1001?E � O6 '; WHITE DOVE ALe� USED FOR i"A5 PEDESTALS G C' CHINA WHITE 61 1/4" Mi>r'.ROR - PLATE 6LA.55 ------ 6 G Pn PAINT GLIDDEN _ 45YY"T4-Oi3 ! (ovg y�,i) 5PRED Ultra Satin, 6100 5er. , House/Trim Paint - 2 GOAT5 G G 114" ONE WAY jl-IBBEY OWE ,CORDOVAN E>PRED Ultra Flat La 6.100 Ser. , Hovse/Trim Point(: coats) 63 MIRROR (FORD MIRROPANE E,P. 6 G (Pie PAINT 6LIDDE:N 50YRI5-243 (Brick ice) c�t.{{ 6 G ----_----------_. -�-•�- ._---_---__ - --------_�_ __-- - Use_6LIDI�.ENU'tr�Hi&e Block Feller No. 531*7_-_--___-.-_ FALCON G. Paint IDDOATS LAMINATEV 65 1/4" SAFETY 6LA.SS E):TER'OR DOOP.S/SIDE LITES 6 6 Pia PAINT GLEN 40YY35-061 OWS 6+-� �5PRED Ultra Satin, 6-700 5er. , Hovse/Trim - 2 C G 6 66 1/4" TEMPERED INTERIOR DOORS/SIDE LITE-5 ONLY ® VE5TIMLE5 6 G THRE HOLDS / G'ERAK Ci TILES I' INSULATED 66'1 1/4" OPAQUE � SPANDREL ----- - -- COLOR: AS SF'EC.IFIED ON EXTERIOR PLAN � F, G �--------- -- - -- - _- _ -- - --- G I G ,5 ! CONSTRUCTION AREA I QN- � 6 � G - C_ bci ALUMINUM TL181N6 j KAl^INEER TT¢IFAB It �451-T VAL-SPAR INI.. 3�IIA226 , f`LUROPOi\ FINISH, >.OLOR: COLONIAL WHI?>E 6 G VINY1_ FRGDU�:Ta ---- -- -- -------------------- exterlo� _GDATI_uG5-----------------------------+--- _ 1 ------ --- ----- ---- --- ---------- -- -- -- --_- _� - c'/ VINYL COMP. TILE ARMSTRON6 51Q15 CHARCOAL COMMERCIAL 6RADE - Ile)" &A• G (5 -i ---- ----- -----------------,, ---_. -- I - � VINYL BASE A." MERGER 46L-. .---+ 204 GRE'f' `J -- - *' 101 BLACK SNAP DOWN T AND TRAG►: -- -- -- -- ---.- ---- _-I--- �� VINYL_TRANS. 57R' MERGER � Q30 4 � Q-10 .-- -- „ ----,______-_-- -- G G I-- - C) VINYL COMP! TILE ARM5TRONG E1830 C.OTTA6E TAN COMMERCIAL GRADE - 1/5" GA. 6 6 FLASTIG LJ4M!NATES �b VINYL BASE 4." ME:RGER 4GL-- - j x201 BROYVN------------------------------_ (5 G LI LAMINATE i NEVAMAR. 5-6 14T BLACK PEA ARP SJRFAGE TEXTURED 6 6 VINYL TRANS. 5TR' MERGER ------ �101 MERGER ABRASIVE STRIP SAFETY TREAD 6 G L2 LAMINATE NEVAMAR. A'RP SJRFAGE TEXTLIRED�`WILSONART"1511-6 -i- _ 5-15f - GVS REL> _MAY E,E S_UBS_TITUTED 6 (6''% VINYL BASE 4" T�Ff:RGER 160 $ 101 BLACK USED AT TR.AN51T;ON FROM CARPET TO CONCRETE G G L3 LAMINATE NEVAMAR. S-6-37T --~ STUDIO 6RAY ARP 5URFA,GE TEXTURED -- ---- ----- -i G G _ ----------' `---------- - - -- -- _----^----------- L4 LAMINATE NEVAMAR. 5- 7--24T CHALK WHITE ARP SJRFAGE TEXTURED G G 1NALL. COVERINGS L5 LAMINATE NEVAMAR- 5-6--5T PUTTY - ARP SURFACE TEXTURED---- G G w� VINYL NALL--- ----- -- ------ FAD---- - - ----PB „ p` INST. RAILROAD _ _ GOV=RI_N<3 -- - -- PREPARE SURF. w/� 3 INST. VIM. L. W/-5TYI.E w/��M 6 G L6 LAMINATE �LAMINENT - --'-- -C ALUMINUr�t ORNER GUARD - --------- 6 G w; VINYL WALL PUTTY Ps PI2 G G b INST. VINYL. Wl L ALUMINUM GA 831 021,, G O COVERING � PREPARE SURF_ w/� C L"7 -- -- -- O PANELING- GEORGIA HIiLL SIDE ANTIQUE _N - - PACIFIC 5 corn THICK -- ---- L8 LAMINATE NEVAMAR. 5-7-40T SPA WHITE ARP 5URFA0E TEXTURED. MATCH O �'I E G ►e VINYL PANEL AFCIND. 6Ti� 3 DOVE 46'7N x c(6"L (DUROTEG)/#i-800-253-466 44 G --- -_-.- --- --------_ _--------------+ - - O------- ---- -- -------- --- C PANE=LING 6EORGIA- ASPENITE "7/16" THICK G 6 PACIFIC _ -- ---- -- -- -- - VINYL WALL --- HO'LLISTER - -- _ INST. RAILROAD �- -- ---- -- - vvV'�. '� CORINC5 E55EX #5�14`23 &ANT PREPARE SURF. w/ P5 8 INST. VINYW/ P�`L. STYt E w/' AM 6 G VINYL WALL WpLF stln�F24g35 INSTALL PER MF6'S. SPECS. rwCOVE � RUN STRIPES VERTICALLY. G G VINYL WALL WOLF ROOM N S�'� ��C_"i H DUI.. w� =RIN<3 - 1NG g58612 INyT'A+LL PER MF6"5. 5P>=GS. G _ _ - - - - - Cz9_RN-- ------ - ---- - -- -- -- -- -- ROOM/LOGATON N ALL W FL.R SASE CEIL. H&T REMARKS --- - PHARMACY - 9 1C I 1- C 9 �.2 `� 5EE Rx FINISH PLAN ON SHEET A-5, SEE NOTES 13ELOW i FRONT CHECKOUT -- L8) SEE NOTE: *5 BELONI-------=---------�j SECURITY 0135ERVATION AREA Wq) 4 W4 W4 al2 A2 A.F.PL• STAIN ALL WOOD TRIM TO MATCH PANELING ! RESTROOM W=� W!) W5 V I 2 {�•2 '7'-6 ALL WALLS TO RECEIVE SAME EMPLOYEE OFFICE (5>)= RE AF:P, !.3) C:I CHAIR RAIL FIN15+4E5 (SEE 5HEFT A--6) EMPLOYEE HALL F 3 INS P3 W5 P3 W5 f'3 W'S (CC, 7'-E," VV_ TO 48" A.F.F. P5 0�� TO GE. L NG RECEIVING AREA P_ P3 fy3 P3 P6 - _ ANY 6Y'S(H E3D. KkI TO RECENT TO 41-0" AF"!. DO NOT F,aiNT W -� C (FAX K415 AT WK C061'?XTION Ott ,) -- -- --- - �� * .REFER TO INTERIOR ELEVAI-IONSs SHEETS A-4, A-5 4 A-6. -- --------------------- . F 1 N 15H NOTES: - --- -- --- ------ ---- -- ----- 1. ANY INTERIOR COLUMNS AT STOREFRONT ARE TO BE PAiNTE D TO MATCH 5TOREI"RO1dT TUBING. 2 ALL COLUMNS TO RECEIVE005WRAP FROM FLOOR TO 60" A.F.F. AND TO BE PAINTED P31 FROM E0" A.F.F. TO GE11-INC. 5. COLUMNS IN PHARMACY AR.E TO BE FIN15HED SIMILAR TO RETAIL COLUMNS EXGEPT(LD WILL BE USED ON BOXED IN G (N5, AND ENAMEL .WILL BE USED ON ROUND COLUMNS, COLUMN B,45ES TO RECEIVE VINYL BASE. 0\/2 ��✓ 4, APPLY P8)PRIOR TO ALL VINYL IN!�>TALLATION. & AMINATE SILL WHEN NO FIXTURES ARE FRE5=NT; 6" BELOW FIXTURE: ,WHEN FIXTURES ARE PRESENT. F ' DOOR #1 ,� "` �' VESTIBULE - BIFOLDINcS - "STANLEY" SB600 SERIES DOOR SYSTEM W/ TYPICAL GV5 HARDWARE PAGKA6E - ALUMINUM FRAMES TO BE W.F., MANIIF. TO SUBMIT SHOP DW65, TO P.M., FOR APPROVAL - PUSH/P'JLL DOOR $ FRAME FINISH; "VAL5PAR" FLUROPON GOLONIA.L WHITE - 2-1/2" MUNTIN'S IN ALL PANELS - TUBES, HEADERB, DOORS, PIVOTS, AND CONTROLS i a 'a - C1185-1 SAFETY BEAMS - PEMKO Zip THRESHOLD Lk -j - BEA MOTION DETECTORS L� y - C 7646 GUIDE RAILS - 2 PER UN'T - 04320 W/G5120 ROCKER 5WITG1-1 ��^ - - PANIC EGRESS CAPABiLITY' - CI278-1 K/ 0556-G KEY SNITCH - CONTACT: WEBS M. CARNES III TEL, (800) 232-3663 X:56506 DOOR # RECEIVING 5WIN6ING - PUSH DOOR 4 FRAME FIN1S4-4; ENAMEL F3 - PRIME EXTERIOR OF DOOR 4 FRAME AND FAIN' TO MATCH EXTERIOR. - NON REMOVAE-1 E HINGE PINS. �,. E - WEATHERSTRIFFIN6 9. ALL DOOR HARDWARE TO (- ~� HAVE 2-3/4" BAGK5ET5. - SURFACE MOUNTED SLIDE BOLT= GTp Ii AT THRESHOLD OF INACTIVE O 1 i, DOOR. 1 GTIv)E - JIMMY PROOF LOCK MOUNTED OOR) AT HEAD OF INACTIVE DOOR. - - CRASH CHAiN EACH DOOR. DOOR # 6 DOOR #8 $ #q DOOR #15 RETAIL TO 5TOCi1`-1ROOM R:E5TROOM EMPLOYEE OFFICE - PU5H/PUI-L FRAME FINISH; P ENAMEL - PUSH / PULL DOOR FIN1C-4-1; 0Pq - PU5H / PULL DOOR P'a FINISH; - WINDOW FRAME FIN15H;@) ENAMEL - PUSH / PULL FRAME FINISH;( - PUSH / PULL FRAME FINISH; 0P5> ENAMEL. ENAMEL - FACTORY LAMINATED PLATINUM GREY DOOR FIN`5H, - ALL DOOR HARDWARE TO HAVE -ARE TO HAVE LL DOOR HARDWA - cl"xW' ONE VdAY WINDOW � 2-5/4" BAGKSE75. -DOOR TO HAVE I" UNDERCUT. - 2-5/4" BAGK:SETS. - DOOR TO HAVE I" UNDERCUT f - BLACK SCUFF PLATE E3 � I -GUP TYPE DOOR STOP � - CUP TYFE DOOR STOP IF APPLICABLE) J DOOR #7 DOOR # I I DOO Z # 14 5E0URITY 065ERVATION 'AREA FHARM.AC'T' EMFLOYEE AREA TO RETAIL - PUSH DOOR FIN15H;61 - PU1---+4 DOOR FINISH; - DOOR FINISH; PUSHC� -. - PULL_ DOOR FINISH: �� PULL DOOR FINISH:( \ PULL P - PUSH/PUl_L FRAME FINISH; ® - PUSH / PULL FRAME FIN15H; PSENAMEL- DdOf�INDUW F4AME FINISH; PU5H P \PULL ENAMEL de- ALL DOOR HARDWARE TO - WR INDOI^t FAME FINISH; ENAMEL ENAMEL ENAMEL - HAVE 2-5/4" BAGKSET5. - ALL, DOOR HARDWARE TO r-_-. - ALL DOOR HARDWARE TO - DOOR TO HAVE 2" HA`�(E a-3/�" BAGKSET5. j HAVE 2-5/4' BAGKSET5, - UND'ERGIJT. - WINDOW FRAME FIN15H; i'i - DOOR. TO HAVE I" UNDERCUT. [ DOOR TO HAVE I" UNDERCUT. ® ENAMEL ' II DOOR SCHEDULE # u It It u EXTERIOR DOOR 51ZE / TYPE 6 6 V-5 1/2" x '7'-•6" "STANLEY" AUTO BIFOLD 13 DOORS vw/ 4'-10 3/6"CLEAR OPENING S'-6" x ?1--0" "5TANLEY" AUTO SININ6 - -- -- - - �' MEP, STILE w/ HORZ. MUNTINS 6 6 3'-2' x 5,-:2"- - HOLLOW METAL- DOOR G 6 3'-0" x -1'-0" 13 INSULATED ME! -AL DOOR 6 G' 1-0„X .7,-0„------- (PAIR) INSULATED MErA.L DOOR - - - -- INTERIOR DOOR SIZE / TYFE 6 G! O 2'-0" x 6'-8" "E_L1AEa N" SERIES 5C.P4 (PAIR) x 6'-8" - BIRCH VENEER SOLID CORE DOOR 6 6 C `� -O x 6 -8" "C-LABEL" _ ---} BIRCH VENEER SOLID GOfZ,.. DOOR-- E 5'-0" x 7-0" G GI HOLLOW METAL DOOR ---_--- 2'-6" x 6-8" - -- - - -- -- - -- - 6 G! 1 HOLLOW METAL DOOR (PAIR) MALL GRILLE / ROLLUF DOOR X'-X" "DYNAFLAIR" MODEL, DYNAPL,FX METAL. GRILLE G G15 -0" x 8'-01. "OVERHEAD DOOR" MODEL: ST2gt T= ROLL -UP DOOR DOOR FRAME 51 ZE / rrFE I FRAME: 16 &A_ P.M., ('FIRE -RATED) 6 6 _ 2" JAMBS 4 2 HEAD ( IF REOV ) 6 GFRAME: If, &A. P.M., FLAT (FIRE -RATED) - - - - Y AGED, 2"JAMBS 4 2"HrAD ( iF REOV )- C' FRAME: 16 &A. P.M., (FIRE -RATED) - - 1 -� - Gj.2" JAMBS d 4" HEAD ( li REO'D) _DOOR HAIRDINARE 6 6! _ BALL BEARING BUTT HINGES a M Oman 0 6 6! CENTER PIVOT HINGES 6, G' BOTTOM PIVOTS j - G( 6' G G; PANIC E&RE5S CAPABILITY PANIC HARDWARE ----- - -- - -- - �C 6 G 1" FIN5ER6UARD j G G WEATHER-WISE 5WITGH 6 bl 1/4" LAMINATED 5APE71Y 13 f-LATE &LASS -- ---- -- - -- - 6 C61_ 114" TEMPERED 6LA5S _---�_____ -_-- _ _ _ ! 6 6 15"x15" ONE WAY MIRROR (6D G 6i 10"x10"xl/4" WIRE GLA55 WINDOW - - -- --i 6 691 REVOLVING vi EWEf=: C - 6 G I -,EYED ENTRANCE a C j T 6 I THUMB TURN (INTERIOR SIDE) --i - - - - - - - - -�-� T G "ARROW" MORTISE CYLINDEF. T 6I "ADAM5 RITE" MORTISE CYLINDER T 6 LEVER TYPE LOCK5ET - M C I T CG _ LEVER TYPE LOGK5ET CORED BOTH SIDES 66 °SGH PPRIVACY LEVER PRIRI VACY SET M C 6 6 -- -- '5GHLA6E" *ION -- - - LEVER TYPE PA55A6E !SET -- - _ -- J T G 'LINICAN" SjEGURITY LOCK 13 'ALARM LOCK" #ILA, _--{ I 6 6 FMER&ENGY EXIT ALARM _- T 6 'SECURITECH" MP PANIC EXIT LGGK g� I-10D#46145-XX WNO EXT ERPUNGTION T 6 "L.ORi" JIMMY -PROOF LOCK, w/ C 'ORE: T G LOCK&UARD (DIMENSIONS MAY VARY) (SEE DETAIL TH15 SHEET) p� M M 6 6) "KAWNEER" #31-624 CONGEALED -- - -� CLOSER (FOR 3'-0" DOOR ONLY) _ 6 . AWNEER" #57-627 CONCEALED CLOSER (FOR 3'-6" DOOR ONLY) - - - - -� 6 G "LGN" #40-40 ! SINGLE -ACTING DOOR CLOSER „INTERNATX1. IONAL" �63A---- --- - -- -� F' G G DOOR CL05ER "KAWNEER" #F2 STYLE PLISH BAR (EACH SIDE) - -- - - - _ 6 G 6"xlb" PU°iH PLATES (RETAIL SIDE) 5TAINLE55 5TE)=L. w/GHROME FIN15HPOOR 6 G _ PULL AREA SIDE) (REGEI"✓LNG 0 6 6 INTERMEDIATE DOOR LIP EXTENSION RECEIVING AREA ACCE55 T G LOGIC. 6 G CRASH CHAIN THRU-BOLTED 13 � T'O DOOR -- NOTE: • SEE SHEET A-15 FOR HEAD, JAMB, AND THRESHOLD DETAILS OF EXTERIOR 000R5 * PAINT EXTERIOR DOOR FACES TO MATCH BRICK COLOR.. 4, C hw 4 I ARCHITECTS BKA ASSOCIATES, INC. 142 Crescent Street Brockton, MA 02402 Phone: (506) 585-5603 Fox: (505) 58 -2914 r - 5 L1) A W f �.. Rrq: 3!)Ge' `4-� k 9 rrrcc;cr�,y. 1i PE al.r C • J NORTH �MFc:)m7 - n CD � F - <�L�Cu�U Q Q c) CD 7_ co 1-1 Ln I Z ' f ! c� _ z a TOTA_ SQ. -T.: RE AIL SO. F'-: 10125 7421 INCL. F'X STOCK SO. -T.: Rx SO. Fl.: TOTAL: 1590 w OPEN: 1114 iviEZZANINE: SCALE' N/A AS N01M DATE: DRAWNG BY: 03/24/97 JEL DRAFTING MANAGER: LAYOUT COORD.: i:tRi3 Y STORE NUN>BER: 22=00 LOCATION AVE. COI 1' MA DRAv11NG� NUMBER: 4 T STARTING POINT OF EXTERIOR SHIM COL. COVER COLOR CHANG"E FROM X2" (+ , GYP SHEATHING PLUM PRIOR NOTE_ "GV5 GRAY" TO i ,K- TO SEALANT PROVIDE FASCIA i "GV5 NHITEII h APPLICATION EXPANSION JOINTS X3 'GV5 NHITEI, E.I.F.S. X2 !• "GVS GRAY" I INSTALL I/4" ROUND T 10'-O""�/a WITH "GV5 GRAY" WEEP HOLES ®BASE SPLICE JOINTS r- "GV5 GRA- j �' .K x`a K, OF DECORATIVE r � .��� . , < � A5 SHOWN. GV5 WHITE" I l WATERPROOF - �,OLUMN '... IIGVS WHITE S7 _ i MEMBRANE - _ (2 PER lUM 15) I' -----.- -- FIELD PAINT "GVS WHITE" 'GVS WHI -- SEE DIV. 10 DRIP REVEAL 1/4" SEALANT JOINT i� 5PG-2 I X4 XIo E.I.F.S. ® ENTIRE PERIMETER I Mill , ; "GV5 WHITEII COLUMN FINISH DETA I L 2 I-�R IF EDC-7E E . I .I= .5. 3 SECT O1\l GONG . F i E SCALE: N.T.5. SCALE: 311_ -I O SPLICE PLATE LOCKED TO HOOK STRIP BELOW (TYP) .052 ALUM. FASCIA SYSTEM W/ BRONZE BAKED ENAMEL FINISH T.M.E.; PROFILE T.M.E. 4 FASCIA 1�)ETAIL -�• SCALE: N.T.S. .052 ALUM. CONGEALED BACKER SPLICE PLATE W./ PROFILE TO MATCH FASCIA SHOWN DASHED (TYP.) CONGEALED FASTENER IN JOINT -- T- SET IN SEALANT (TYP.) F:2.ALL : VIDE CONGEALED BACKER SPLICE 5 4 2 I TES 8" TO 10" WIDE W./ SEALANT SIDE ®STOCK JOINTS SAME FILE A5 FACE TYP. FASCIA AND ji INGS. SEE DETAIL IA, TH15 SHEET. 4 I PLYWOOD FOR ENTIRE BUILDING SHALL A-I2 A-I2 .R.T.W. THIS INCLUDES BUT 15 NOT 51M. A-3 A-I2 TED TO THE FA5CIA'5, HIPPED ROOF AREA ABOVE EMPLOYEE AREA. TH15 E 15 TYPICAL FOR ALL 5HEET5 { ACT"-tl-El y�.�y t2 7zI> phaFmacy, REFERENCED RSE- - U.5 OF SOFFIT R-iQ KRAFT FACED GJ ;. DEL. = I10'-6" , i _ BAIT INSULATION AIRSPACE _ r TYP. o o o I� BRICK TIES ®I6" O.G.H. -- BRICK SOLDIER COUR�E , ( �✓ 8 Ib' O.V.G. w 20 GA. MTL. ,.n z � X6 O Xb Xb Xb Xb X6 I o STUDS ® I6" O.G. Z 0 cD� c� 2 FL - z ; AT ROWLOGK o - - - ' I - TOP OF RO- v W �,, z LOGK p ELEV.: ,102'-4" A.F.F. O Q ----- _ 1 - ROWLOCK SILL XIO X4 XS xl _V RU WALL FABRIC = TYP. j EE_ T.O. SLAB r/ FLASHING I/ STACK B ND I IAL INU STORE FRONT _ O'-0" (GALLED) 3 I I I ` ` 15# SUILDIN6 FELT FOR WIND W YSTEM - SEE DATUM I ISLE ATI N DETAILS 13/A-13 A-3 ( I D GORATIVE NON I _ FULL EXTENT OF EXT, AND EN RAL NOTES I XI! L AD BEARING I GYP. SHEATHING TYP.cn LUMN5 G SEE i I I 5/a" EXT. J "— L--------- L_-� I I_-J D L5. THIS SHEET. - ------ J GYP. SHEATHING . Q ILW] A-12 24'-b" 11-411 22'-4" FRONT ELE\/ATION SCALE: 1/4" = 1'-0" 5YM50L5 / ABBREVIATIONS: G.J. = VENEER CONTROL JOINT - 5EE DETAIL 2/A-13 EIF5 = EXTERIOR INSULATION FINISHING 5Y5TEM - SEE 5PEGIFIGATIONS Ex/CrIERMOR MR, SCHEDULE TAG MATERIAL COLOR NOTES XI EXTERIOR FACE BRICK - SEE DIV15ION 4, SHEET 5PG-I X2 EXTERIOR INSULATION FINISHING SYSTEM "GV5 GRAY" * SEE DIV15ION 7, SHEET 5PG-1 X3 EXTERIOR INSULATION FINI5HING SYSTEM (E.I.F.S.) "GV5 WHITE" * _ SEE DIVISION 7, 5HEET 5PG-I X4 COLUMN COVER FIELD PAINTED SEE DIV151ON 10, SHEET 5P0-2 "OV5 WHITE" X5 AUTOMATIC DOOR "GV5 WHITE" * SEE DOOR SCHEDULE AND DIV15ION 8, SPG-2 Xb DECORATIVE PANELS "GV5 WHITE" * SEE DIVISION 5, SPG-2 I" INSULATED 6LA55 CLEAR STOREFRONT WINDOWS X'7 - 1/4" LAM. SAFETY GLASS CLEAR DOORS AND 51DELI6HTS .X8 NOT USED Xct ASPHALT SHINGLES - SEE DIVISION -I, 5P0-I X10 EXT. PAINTED SURFACE AGRYLIG LATEX SPIRED ULTRA SATIN, 6700 5ER., HOU5E/TRIM PAINT GLIDDEN PAINTS "0V5 WHITE" * APPLY GLIDDEN ULTRA -HIDE BLOCK FILLER #5317 FOR MASONRY APPLIG. XI1 CAST IN PLACE CONCRETE NATURAL SMOOTH FINISH X12 EXT. PAINTED SURFACE ACRYLIC LATEX SPRED ULTRA SATIN, 6700 5ER., HOUSE/TRIM PAINT GLIDDEN PAINTS BRICK RED APPLY GLIDDEN ULTRA -HIDE BLOCK FILLER #5517 FOR MA50NRY APPLIG. X15 EXT PAINTED SURFACE ACRYLIC LATEX 5PIRED ULTRA SATIN, 6700 5ER., HOU5E/TRIM PAINT 6 IDDEN PAINTS "GV5 GRAY" * APPLY GLIDDEN ULTRA -HIDE BLOCK FILLER #551-7 FOR MASONRY APPLIG. * NOTE:' "GVS WHITE" 15 BASED ON (511A22(o FLUROPON COLONIAL WHITE), BY THE VALSPAR CORP. TEL. # (214) 2-lb 5181 * NOTE,' "GV5 GRAY" 15 BASED ON (DURANAR LIGHT SEA WOLFE UG450-74), BY PPG INDUSTRIES, INC. COATIN65 $ RE51N5 TEL. # (800)441-•q&cI5 0 D� I'-4" 6'-4" I'-4" '-o" F I L A S TE F' S E C-T I 0 N p 3. " 50ALE: 1 1/2 = I1 -011 , BITUTHENE ICE AND WATER 2x_ P.T. WOOD SHIELD TO EXTEND 3'-0" NAILER BACK FROM EAVE 2x_ P.T. WOOD LAP MEMBRANE ROOFING w BLCK. IN BED OF SEALANT CUPOLA OVER ®`T EXTEND ROOFING MEMBRANE ALUMINUM FASCIA FRAMING 2'-0" UNDER ROOF SHINGLES (PAINTED GRAY) N a ENTIRE PERIMETER WITH ANGLE CLIP 12 FASTEN TO WROOF HIOOD NAILER b OF SHIN61-A55 REINFORCED ROOF OVER 15 TOTAL SQ. FT.: RETAIL SO FT.: LB ASPHALT IMPRE6NATED 775 354 INCL. ROOFING MEMBRANE 87 FLASHING E.I.F.S. WITH / FELT OVER 5/5" EXTERIOR Rx 5/5" EXTERIOR GRAD "BACKSTOP" \ GRADE PLWB SHEATHING STOCK SO. FT.: Rx SQ. FT,: 6'CP5UM SHEATHING, TYP WATERPROOF \ 12 ' MEMBRANE �. _ 122'-2" A.F.F.TOTAL: 935800 ROOFIN6 MEMBRANE S,; i �T OPEN: 675 5/b" EXT. GYPSUM-0 3/4' A_F.F MEZZANINE: SCALE: 8 I/4"-7- ..: SHEATHING N/A AS NOTED 5/8" METAL STUDS - DATE: DRAWING BY: 03/03/97 122'-O" h i { A 3 DRAFTING MANAGER: LAYOUT 000RD.: A.F.F."— SEE STRUCTURAL DRAWING ----__ r E.I.F.5. CORNICE ttB JGC. FOR ROOF TRU55 INFO, A.F F,MTL STUD GA t SPACING - P.T. CANT STRIP Y , ` GUTTER L.P. ---- 4-.- -.- _. A.F.-=F� �r GUTTER L.P. 1 5/8" 20 3/4" P.T. PLYWOOD TO FORM GUTTERi---JST. IQ'-b I/2" GA. MTL. i' ' PROFILE INCLUDING PLYWOOD STUD FRAMI q6 } i CLOSURE ® ENDS OF GUTTER; CONT. 21_I11 ROOFING MEMBRANE THROUGH GUTTE b"xb"x3" DENTIL5 12" O.G. TYP. ROOF CONSTRUCTION SEE ROOF PLAN SHEET' A-11 r - i ® STORE NU!�BER: zr E.I.F.5. } 1 i LOCATION: -4 DRYV I T R-50 KRAFT FACED BATT BACKSTOP INSULATION ON METAL P`rTN4M AVENUE I _ WATERPROOF ROOF DECK MEMBRANE W i Uff , MA 5/5"EXT. GRADE GYPSUM SHEATHING DRAWING a CUTTER -DETAIL .� FART AL WALL SEGTI ON NUMBER:© o SCALE: 1 1/2 = I -O SCALE: 3/4 = I O T.O. BLOCKING_ _T.O.S. (BEARING_ -I FIFI_N15H GRADE_ � E D GG j i ,\ I I +\\ I TYPICAL BRICK VENEER WALL CONSTRUCTION SEE 5HT. Al2 GG ELEVA 710N - T G ��.�� 5I1��E) A -I fi�,x G.G 5HALL KERF/SLOT r�.Gi-I I T�GT GYPSUM SHEATHING TO ACGOMODATE COLUMN TYP. B < A A550G I ATE5, INC. -- -- — 142 Crescent Street Brockton, MA 02402 I Phone: (506) 565- 5&)5 Pax: (50b) 564-2414 1 7*%rF. IDETA I L © EXT. COLUMN SCALE: 1 1/2" = 1'-0" ` rs R� / M,,AS S. r' TYPICAL RIDGE (A B (G D VENT; SEE SPECS. GGF o o T.O. ROOF AA 2 ' ',�..�� 131'-b I/4" A.F.F. � s z X2 I j 5i` i Xq w w wo cr T.O. BLOCKING ut i-iQ 7 122'-0 3/4" A.F.F. b" 20 6A. MTL. 5T1JI5 SEE c'¢ ---- -- ---- - COL. STRUCTURAL . ; J'U'C-ISLTLTL72.�'-'L iTTII-L7�CTL'�-Q-C7 :7 �-LTL"C7L �L-L7TS-L"L���L7"L7'�T'�Ci�LTI7"T.T'T:: �?�Ti`?T727-TTL7-T-7�T7-LTL7-tST:-II �7"�-i7TSII�T]"LTIITST7T7Z7��T7-C'T]`[7 ',. 7L' 7 LT-L7 -�.-. -- - `-" . W V RE F d Q M GATT SULATIO o y, 5 8 EXT. GYP w SHEATHING � � X3 L - - I m W Ln L_ a • � _ I � ----- --- -' - � _ � cxa)-- U.S. OF CANOPY - _ -00 A.F.F.j Z > [- I XI xi I TYP. XI pt � T =�1 T.O. SLAB ROWLOCK SI L T.O. SLAB 5/8' EXTERIO FACE OF 3/8" CONTROL JOINT - 1E.I.F5 - DRYVIT W/"BACKSTOP' Z O '-0" (GALLED) -`� - - - - - - i00'-O" (GALLED - GYP. SHEATHING BRICK BELOW SEALANT YVWMPRES51BLE WATERPROOF MEMBRANE k $ CKER ROD. SEE ELEVATIONS SEE SPECIFICATIONS, IC DECORATIVE NON -LOAD I p \ / \ / /� Gco BEARING COLUMNS - - - _ •EE DETAIL 22/A-1 - - - - 2 FLAN DETAI I L - DEG0fRAIT I Y E RE Y EALS p I!- " 52'-0" I --- - 2'I -8' -� _ 2'i -8 I Rx DRIVE THRU SCALE: I R- ---- � @�{.8 \ / � I E L Y A T O I �t ( I� �«-i I �� �� % A G G � � -� -II. i W � - �c in TYP. /FACIE b 2 2 \ 12 3 S' OF 3/8" CONTROL JOINT - ROWLOCK COURSE BELOW TOTAL SQ. FT.: RETAIL SQ. FT.: BRICK SEALANT W/GOMPRE551BLE SEE WALL SECTIONS INCL. X2 //' -12. I - 16 3.5 j ' 8775 7354 b' 20 GA. MTL. STUDS SEE BELOW BACKER ROD. SEE ELEVATIONS SHEET A-12 Rx II ; II COL. STRUCTURAL DY455. r3-�f=LAN pE TA I L — 8R 1 G K `/ENE Ef. F I L r�STE R STOCK SO. FT.: Rx SO. FT.: T.O. OG G I BATT INSULATION REF 5/5' EXT. GYP. TOTAL 935 80 122'-O 3/4" A.F.F.--�------ ------ -- - OP 67 _ T7-:ITTLTiSII-17' -I TSL'T7-�7"L7-Q'QLiLT �TII-7-r`L7 rLTZ7T.r�-- - - - EN: 5 _ T.O.5_BEARING -------- I -- --- --._ - __- -I - --- -- - __ 11,11-4 A.F.F. f MEZZANINE C SCALE• I I/2"- I' O" 7 t zrrrz-Qvn SALE: /A AS NOTE N 0 DATE: DRAWING BY: -__ [I� L�_---------- ---- DRAFTING A�ANAGER: LAYOUT COORD.: -- --- --JJ L- --- -- — — ---- J ----- ---- �/ ` _ MRB J.C.C. i �1-3. o OXI GL. SHALL KERF/SLOT STOREFRONT SYSTEM W/ ® Lam] e> ��, P b� -. SYPS�JM SHEATHING TO I " O ROUE TEMPERED -_,.-_....-_ ,- _.__ __ _.._-- _-.- a ACCOMODATE COLUMN TYP. GLAZIN6 Oo-0" (CALLED) XI 00'-0"(GALLED, S TYF IDETA� I L C9) EXT. COLUMN/OFA OUE CGLA�SS - - i STORE NUMBER: - - - I - - - -�✓. SCALE: 11/2"=1'-O" CP 4400 _-- -- ----. ---.------ LOCATION: m ELEVATION- PUrNAM AVENUE rACOORDINATE A55UMED 15T LEVEL ELEVATIONS MUMMA A W./ ACTUAL DATUM ON SITE FLAN. COLUMN GROSS—SGT (ON 4 DRAWREFER TO SHEET A-5 FOR -� SCALE: 1 1/2" = I'-O" NUMBER: NUMBER: FINISH KEYS � AaI35 i - EG7JAL EQUAL 16, b'-O' EQUAL 12' 12` L b'-MUAL_ TI RED PRE-FAB REP BAt V — -FAB RED 5,416— BAND I 3 I "H. FOAM LETTERS-- P. 6. I 'H. FOAM LETTERS Ty QM CCo�C „ CC CCCCC (3) O 36 R 2 x 6 APHIG PANELS � • Ib I } I ,° j� -� 01 BAGKWALL ELEVATION (SOUTH) A-4 5--ALE- NONE 2150EL.Dwb REV. 1-50-14i 5.0A. REFER TO ��EET Al FOR TYPICAL CONSTRUCTION q "H FOAM 18"H. LE�'TERS - b" / LETTER CENTERED ON 6LED VALANCE III i 1 J r a �f� CCCCCCC 'I 1 i - .�.. cN i NSUL I A 11UN F — AREA - ---� ----_--- ---- - __ u C_ _ems - ---------- ----- -- -- --- `EOVAL -- -- --- -- EQUAL ------- 6 -0' ----- ------ --- PRE FAB RED BAND i (3) 20"r56" GRAPHIC PANELS — -- 2 ---------------- -__---_.-___ ________....____.___--___--_..________...__._--_ EOUAL— PRE FAB RED BAND b' �o P2 - TYP, q" MA6AZINE RAGIG — a x 9 12' 7 1,-.1 t "H. FOAM LE _RS- B' TY -: Lt �.., �CCC EQUAL _ - PHARMACY .CEILING we #P@#P X906 hedNerg haffier Fwscl HEALTH INFO. BOARD EQUAL BETA I L CFILINC, _ 2r&BztACC 0 for s�1 P r n - — (3) 20"x56" 6RAPHIG P i60" HIGH x '15" WHT PANEL -,�,�- �• -,�, 60" HI6H x 66" WHT. PANEL i RETAIL i ------- EQUAL PHARMACY WAITING AREA SIGNS A-4 5GALE: NON>m 21RX516N nWb REV• I-10-4 i EMAL — EQUAL ----------- - -- b O' — - - -- EQUAL PRE FAB RED BAND PRE FAB RED BAND (5) 20"x36" GRAPHIC PANEL5 --- 2 3 16 CHAIRRAIL 1 1 /16" x 3" MODEL m #AMC-R-300 � W I LL I AM5I3URG MANUF. AMERICAN MOULDING CORP, EQUAL CO �— ENTRANCE D004-t-, MULLION (TYP) ENTRANCE No.30,52 E, 9POCKTO.N, 4 ENTRANCE 51 GN5 (I NTERIO A-•4 J 9GALe, rtONe xx = INTERIOR FIN15H SYMBOL REFER TO FINISH LE6END, SHEET A-I5 ALL EXPOSED WALL AREA5 AFTER FIX7URIN6 TO RECEIVE L8 TO w/ PI ABOVE; w/ AT BASE. RE ER TO SHEET F-! FOR EXACT LOCATIONS. REFERENCED s' •�_� C IIORTIH� 1 I (n LiJ �.ELEVATIONFm 51DEWALL (WEST) s wC)wLL�L- z cr o } A-4 SCALE: NOW ------------------- --- EQUAL — ------------ - --- ---- ---- -- - ---- --- EQUAL L� w \ ll 1 -- EQUAL - ------ --- b -- - --- -- -----EQUAL --- 12 L�OUAL G C) PHARMACY VALANCE PRE FAB RED BAND PRE-FAB RED BAND I PRE FAB RED BAND PRE FAB RED BAND w �• y. b• e" �-- IVH. pOAM LETTERS - b" d WOOD TIZIM AT WALL T'H. FOAM LETTERS - FIN15+� TRANSITION o "Ilve longer,...." CENTERED I6 PHARMACY ; ---- -- --- - -- - - OVER GRAPHICS AND "Nle CEILING \ � �' - ---- - -- ---_ --- - -. — .__ _ - - _ ..._ r� __ help people" ALIGNED AT LEFT (3) 20 x36 6RAPHIG P ANEL5 PHAR� I�G�S�T ��® ✓ � ,�.- --- (3) 20"x36" 6RAPHIG PANEL�> — „ PLAQUELu - — live ( 1. 1. 2 1 I.• 4. — -� I , heatilaler, Moor lives. I ` — ,�� 1 =... HEALTH :-__-_-_--._. _________. WIN ________._,.___ _____.._-----_ ..__..__.___INFO. . 17 BOARD ;; I11tV _. II 1I j_ A6. HOLDE -- I � C=------ �- u 1 _ i fI P3 co GHAIRAIL J m �a 60„H16Hx ♦---------------60"HI&Hx C` 50" WHT. PANEL — — 66' WHT. PANEL - t I w A-4 C�4] en d � 5IDEWALL ELEVATION (EAST) TOTAL SO. �L: RE?AIL SO, FT.: A-4 5GALE, NONE 10125 7421 ItdCL. Rx STOCK SO. FT. Rx SO. FT.: TOTAL: 159a CHAMFERED —-------___-____— -- 25'-0• crEGKc VALANCE —-----------_ - - --PRE `FAB-RED BAND ANGLE ---- — 840 l8"H. FOAM LETTERS -6"H. PAINTED REVEAL ASSISTED PHOTO b" �/ VALANCE - VN fors I CC1�� ,� C C C C CC�7C+C V L 5PUAL E0JAL -- - _ __.__..__•._--___.-------_,__--_--__ ._-_-__,_-_.-_,-_--___-_..____.._____ r ---- - - -- - -- - _ - - L8z I - - - - - _ - --- ---- - -- _ -- -- --- _- -- --- --- 4 PRONTWALL ELEVATION (NORTH) A-4 SCALE, NOW MATERIAL -- 51ZE LETTERING TYPE — -I" H x 55" L _ SW1S5 q21, 1596 Thank you -- ITALIC ALIC MIXED CASE for sho in LAMINATED pp g I FOAM b" H x 55" L 1-�. MED b5�5 -- GI i--_ FORGED LOWER CASE 12" H x 35" L -- --- "GV5" LOGO LAMINATED �OOGImQrt FOAM IV' H x 88" L --- 5W155 q21, 15% 17'ALIC MIXED CASE LAMINATED Stotioneru FOAM 16" H x q5" L 5W155 qz, 1596 ITALIC MIXED CASE LAMINA Dcaut Care I FOAMED 18" H x 110" L 5W15, 15% �� -----_ T ITALIC MIXXED CASE LAMINATED TED Customer Service FOAM 18 " H x 1"" L 5W155 Q21, IS% ITALIC, MIXED CASE Pharmac — LAMINATED FOAM H x q3y 18" " L 5W155 1121, 15% ITALIC, MIXED CASE Healthcare j L FOAM OO IS" H x qq" L ITALIC MIXED D CASE HELV. MED., 85% ...ask the LAMINATED 8 1/2" H x 38" L FORCED LOWER CASE Pha" macist FOAM 8 I/2" H x 4q" L 155 5Wq2P, 15% I,ALIG MIXED CASE _ — — — SW155 4121, 15% Via hoo people LAMINATED H x 60" L I_rALIC MIXED CASE_ Iive 1"&r, hedlthle,r, happlor Iivee. I FOAM 5W155 i21, I5% --- -7" "I" H x Ili" L ---_ COND. MIXED CASE SW155 q21, IS% In a hurry... I I" WHITE 3 I/4" H ITALIC MIXED CASE 5W155 `72 15% COND. MIXEDCASE try cwr drive-tlru/pharmracy 6ATOR FOAM _ — Pick-up Aroprol'f LAMINATED 4 I/2" H SW155 d1z, 15% -- — FOAM ITALIC MIXED CASE OPEN: 1114 MEZZANINE: SCALE: N/A AS NOTED - DP,TE. DRAWNG BY: 03/24/97 ,1`1 DRAFTING MANAGER: 'LAYOUT COORD.: MR9 Y I C im VS STORE NUMBER: `200 4 LOCAl71ON::�e� U P �"1}1�6���":f-�A� pR Ea i VI I' MA DRAWING -- I�'JMBER: Ac=4 NOTE: DIVIDER5 FOR GASHIER� OR&ANZIER TO BE AT BOTTOM OF UNIT IN ALL IN5TALLATION5. SEGURIT`' 05SERVATION AREA LAYOUT LE&ENE�) 0(5) FURRING 5TRIP5 FOR 11 TIME/ATTENDANCE CLOCK MOUNTED CLIPBOARD HOLDER5 4'-6" A.F.F. K/GOVER FINISH PLATE OBULLETIN BOARD ABOVE 12 5/4" HOLE FOR TIME/ATTENDANCE CLOCK (2) CLIPBOARD HOLDERS 13 4"x4" CUTOUT - 18" FROM CORNER.. 3O (5) 12" DEEP 5HELVE5, 14" APART CPU UNDER COUNTER, MONITOR S KEY - PULLOUT SHELF BELOW COUNTER BD. w/ OMANA6ER5 ORGANIZER AT 4'-2" A.F.PL. TO BOTTOM 15 MODEM AND MODEM 5HELF (BELOW) GASH I ER5 ORGANIZER AT I6 P05 LOOP PANEL 4'-2" A.F.PL. TO BOTTOM 17 2 DRAYER FILE CABINET O25 „ WIDE TOP O (31) D.G.S. DIVIDERS 18 POP RADIO OR MUZAK 5Y5TEM LOCATE ON TOP OF SYSTEM RACK �8 LOW PARTITION 1a O ALARM 5Y5TEM KEYPAD MOUNT 5'-0" A.F.F. (J-BOX IN WALL) qO PRINTER ® SYSTEMS RACK (BELOW) 20"x25"x25"H 5AFE AND TILL LOCKER S GURITY 05SERVA7I0N AREA LAYOUT A5 SCALE: NONE FIRE ALARM PANEL MANA6_ ER15 (3) 12" DEEP CA5HIER'5 P05 LOOP ORGANIZER 5HELVE5 ORGANIZER PANEL HEAT/ COOL UNIT : SAFE AND TILL 1 0 LOCKER 46"H. WIDE Q DIVIDER-5 AT TOP : BOTTOM (ALWA1y15) PRINTER GFFV Nr----T "r ! GRO55 BRAGIN& (TYPICAL) KEYBOARD 5HELVE5 it E S.O.A. INTERIOR ELEVATION A5 50ALE: = 1'-0` MANAGER'S ORGANIZER HEAT/__\ COOL UNIT �I (4) CLIPBOARD HOLDERS (TYP) _ 112" L HAND RAIL BULLETIN BOARD FLOOR ' LEVEL. _ RETAIL FLOOR LEVEL S.O.A. INTERIOR ELEVATION A5 SCALE: NONE E — 5AFE AND TILL LOOKER Rx PHARMACY AREA VALANCE GE I L I NG 24"w LABEL D15PEN5ER 12 "H UNI WEB SHELF PANEL5 a ENTIRE LENGTH WORK COUNTER Rx SLAVE IVR PRINTER ON COMPUTER UNIWEB SHELF 0TGTD)TA I \ 11PRINTER �- _ CPU CABINET � c� ! _ T-- �� YNA5TE SAFE ROTO UNIT BIN GPU UNIT IVR CPU OPEN CABINET UFO UNIT LINED w/5TYROFOAM ! Rx I NTERI OR ELEVAT 10N A5 --/ 5GALE: NONE E N Rx 5LAVE r---- COMPUTER AREA CEILING 12"H UNIWEB SHELF PANELS a ENTIRE LENGTH PHARMACY VALANCE WORK COUNTER Rx 5LAVE DOT MATRIX PRINTER COMPUTER ON UNIWEB SHELF 24"w LABEL 1011W RED TO D 15PEN5ER PRESCRIPTIC P -- k G P .. h.': d. GAROU5E MAIL— 30" WIDE TRAYS ADMIN. OL05ET ,FILES SAP _ WASTE REF.CONSULTATION AREA STORA(5 UNIT. I BIN (� UNIT AREA OPEN CABINET IVR CPU LINED w/57YROFOAM NC)TQ VERIFY THE UNDERGASINET OKIDATA PRINTER LOCATIONS w/ DA6.# F-I ! Rx I NTER OR, ELEVATION A5 SCALE: uoN>~ yy1O 54"H UNIWEB 5HELF PANEL (2) 24" FURRING WI6 5TRIP5 rv/HOOK5 WIb 54"H UNIWEB ;;` �— �� ? 5HELF PANEL5 RX RX RX TRIP-TIX TRIP-TIX TRIP-TIX i (2) b x 18"�- r I,lGL. SHLVS —I r I��' _ L—� PAPER TOWE, —T HO DER WASTE BOTTLE OL05ET UNIT OPEN UNIT j I - CABINET UNIT BIN STORAGE �N/ FLIP UNIT TOP J I � LTG. ARD � I � I,-- j PRINTER OPEN !CLOSED CLOSED STORAGE.' CABINET CABINET UNI / � � , -ti --T —�-- _ V2 ALL EXPOSED 5URFACE5 OF GRILLE POCKET FADE LAMINATE w/ L8 Rx I NTER I Off? ELEVATION A5 5GALE: NONE Rx I NTERI OR ELEVATION / WALL FINISH REFERENGE FLAN 50ALE: NONE L— 3 "x44" PANEL RX CEILING i PHARMACY VALANCE PHARMAC 15T WAITING AREA NAME PLAQUE PANEL DRIVE-THRU W 25" WIDE 0/0 TOP ,�-WOR TOP GATE 6TOR ill UNIT ! Rx INTERIOR ELEVATION A5 SCALE: NONE J ARCHITECT'S BKA ASSOCIATES, INC. 142 Grexent 5treat erockton, MA 02402 Phone: (506) 50.5605 Fax: (505) 584-2q 14 Afd'�f ; No �Oc? = �aacrre,r j,.. fi' \ MASS. RFFER,r�FNCED V) w Y_ `D � o J w ~ w CD J O m z w Z ja:� O w w f— a >— =5 G w z <c o o w z z cj:f EOm �= co 1 � ! I 4 C I � VIE. �• I F= R7- T07A_ SQ. FT.: RETAIL SG. FT.: 10125 7421 INCL. Rx STOCK SO. PT.: Rx SO. FT.: 840 TOTAL.: 1590 OPEN: 1114 MEZZANINE: SCALE: N/A AS NOTED DATE: DRAW'NG BY: 12-06-96 JEL DRAFTING MANAGER: LAYOUT CDORD.: 4 4 hb V1,A r' T � s^ STORE NUMBER: 2200 LOCATION: PUTNAW AVE. COTUIT, MA DRAWNG NUMBER: A=5 S� 5-5/8" STEEL 5TUD LATERAL BRACING RETAIL = CHECKOUT GEILING m ; -- GEILING 3-5/5" STEEL STUDS lz ® lb" P.G. COVERED w/ P3) 1/2" GYPSUM BOARD AS SHOWN. SECURE TO THE STRUCTURAL MEMBERS ABOVE. (DO NOT SECURE TO THE ROOF DECK.) (P16 RETAIL cO tY BIDE Pib - 2-1/2" STEEL STUDS ® Ib O.G., ATTACHED TO 3-5/8" STEEL STUDS THEN COVERED W 1/2" GYPSUM BOARD. CORNER BEAD: TAPE, 5PAGKLE, AND -- --- SAND. (TYPICAL) LE� 5-5/5" STEEL STUDS (CONT.) COVERED w/ 1/2" C7YP5UM BOARD SOFFIT FIN15HE5 DROF 50FFIT SECTION A-7 SCALE: 1" = 1'-0" II'-b" CEILING I � ALIGN HANGING CLEAT Q G AND FASTEN TO WALL w/ 2"LONG DRYWALL 4 SCREWS LOCATING THEM 11) THRU THE WALL 5TUD5 Q Q NOTE: RED BAND RUNS LONGER THAN V: BUTT PIECES TOGETHER 4 SCREW FROM BACK THRU 51DE5. PLACE MASKING TAPE OVER AREA TO BE OUT d MARK LINE - USE PROPER BLADE 4 OUT 5TRAIGHT. -� f.E:�) SAND 57-GTION SCALE: NONE II'-6" GEILING AF:,GHITE �- - 5KA y2 A550C I ATE bmm I _ .a 142 Crescent 9 Brockton, MA O ALIGN HANGING CLEAT AND FASTEN TO WALL w/ 2"LONG DRYWALL I F �+SISb�-: 5GREN5 LOCATING THEM v THRU THE WALL STUDS z K, it ¢ kQ I PRINT GE r �META� STUD 1co j �� is 12 JOISTS TRACK, Pass BLACK EA. STUD BANDED EDGE - 3 &RAFH I G PANEL SECTION A7 SCALE: NONE CONTINUOUS 2x 1 FIRE RETARDANT WOOD I / LEDGE' TO STE 5U5PEND AGOUSTI c SEE 5HEI FOR WAL REOUIREI 4 SECTION AT G00LER5 A-1 SCALE: NONE REFERENCED v -b" NORTH cn w O Q O >- CD -L W 2'_ off CD> LLJ pW �- U i� U Q p p T r C5 - w . _ >� Z I ii I � cn � w co 14 z Q CV U 101A_ S0. FT.: RE-AlL SO. F .: 10125 7421 Rx INCL. _ STOCK SO. FT.: Rx SO. FT.: TOTAL: 1590 OPEN: 1114 _ MEZZANINE: SCALE: N/A AS NOTIM DATE: DRAWING BY. 12-06-96 ji DRAFTING MANAGER: LAYOUT COORD.: Y P i i GRILLE SUPPORT TRUGTJRE cl'-6 3/4" GRILLE HEIGHT cta RILLE H6T-1 I \10" RADIUS \ Ix4 WOOD STOP LINE OF TRACK (TYP.) 07 PINE TO CENTER- \ j / \\ —5" FROM FACE EDGE \ \ T I 2 135\ Lb BOTH SIDES SOLID LINE INDIGA F 5 J� PIANO HINGE A8 Ix6 FINISH PINE BOA;S �\ C\\, CONTINUOUS I" �\ FLUSH MOUNTED w/ 6, CERAMIC KNOB // CEILING (REFER TO DE IL O, ti `�\MAGNETIC GATGH 5 THIS DWG.)ALL SIDES LAMINATED ON +� 3, 4 i PARTICLE - BD CONSTRUCTION: POCKET DOOR \ 10" RADIUS ; \ POCKET #I )V i I` II HEIGHT CHANGE FOINT OF GRILL it I s i11 i` ' t f i II , 11 I 'll 4 `4 II j i I I ; i f+ I I I iq�-o lie"------------------------- II , I ; ; i i I , li IL ! ly j I � ; I +I 6 � I I ;lf A5 IIIi REFER TO FLOOR PLAN FOR I PHARMACY DOOR TYPE, REFER { ' TO DOOR SCHEDULE FOR DOOR INFORMATION I j POST REFER TO FLOOR PLAN INTO STRIKER FOR WALL FRAMING TYPE GRILLE LOCKS AND INFORMATION I � I ^� ll FHARMACII' ENCLOSURE FLAN `PROVIDE DBL. 2x4 WOCD BACKERS 3 f - \L I _ FROM 'FLOOR TO CEILING A" THE AS GRILLE STRIKER P05T LOCATION SCALE: NONE n' r' O W p 1/2" DIA. THREADED RODS AND KNEE BRACING ® 4'-0" O.G. W/ ENDS SECURELY FASTENED TO BUILDING STRUCTURE. 6 -20 GA. rSTEEL 5TUD5, a 16" O.G. w/ RUNNERS AT TOP 4 BOT OM. 1 SUSPENDED ACOUSTICAL jl CEILING 5Y5TEM SUSPENDED J / AGOUST I GAM T CEILING 5Y5TEM A8 'i. • s- i w I I j I RETAIL FLOOR a 5ECT10N AT Rx GRILLE A8 SCALE: 3/4" = 1'-0" I 1/2" DIA. THREADED RODS AND KNEE BRACING ®. 4'-0" O.G. w! ENDS SECURELY FASTENED TO BUILDING 1/2" DIA. THREADED RODS AND KNEE BRACING @ 4'-0" O.G. w/ ENDS SECURELY FASTENED TO BUILDING STRUCTURE. TO ROOF DECK 6 "-20 GA. I I 5T-EL STUDS 1 3-5/5"-::0 GA. I I ® 16" O.G. 1 1 STEEL STUDS, w/ RUNNERS AT I I { TOP 4 BOTTOM I I l 101 I I I T" YPE "X" I i AUGGSoo 5 �GDLL� I � GEIL NG 5Y5T1rM �, W (L� "DYNAFLAIR" v GRILLE O CENTER LINE OF W GRILLE TRACK 1 6 7N PHARMACY I I.RETAIL ld) SIDE 51DE ;b GH�GKOUT 2x6 — SUSPENDED { ( r ARCHITECTS BKA ASSOCIATES, INC. 142 Crescent Street Brockton, MA 02402 Phone: (508) 565-5603 Fox: (506) 564-2g14 GG ss GG SUSPENDED GEI 11G ISYSTEM ANODIZED I I ACOUSTICAL �zD fi�a. ALUMINUM I I I CEILING SYSTEM��y�- GRILLE TRACK I I I I\R� F ko m� "DYNAF'LAIR" I I 1 No.30=t52 w GRILLE { Ard OCKTO.M. MASS. 4 BTOGIGROOM i I I it I I Iw LL 0 � p uL jN W j W �► o PHARMACY 5I DE j I I �I z _ � Lu Q it iy- �i I �I ii L I I I j INAAD 5�N D �� Op ! I I f PA EL CND ! W { { I it ICI HEGICQUT IXTUREI 5TOGKR00 I I i PHARMACY p. FLOOR { I FLOOR ,� m Fo�" �Lo' ' 16" BASE 1511E3ASE ,� SECTION AT Rx C;HE-CX0UT 4 SECTION AT jRILLE- FOC-XE7 3 A8 A8 50ALE: I" = 1'-0" SCALE, 3/4" = I'-O" 6"-20 GA. STEEL 5TUD5, ® 16" O.G. \w/ RUNNERS AT TCP AND BOTTOM STRUCTURE. 101 ACOUSTICAL A8 ; I CL6.5YSTEM i I v SUSPENDED ACOUSITIGAL I Z CEILING SYSTEM i I ? J o� m> LL W J SIDE PANEL BEYOND 50" Rx - WORKTOP �I _4 W HOLD 3 5/8" TYPE IL "x,. GWB. (BOTH 51DE LJ ---"DYNAFLAIR" GRILLE .ENTER LINE OF GRILLE TRACK I' ro° RED TO RE TA I L J RED SIDE o TOP W W I LHED LINE � jINDIGATE5 END O r PANEL BEYOND -� � _ , O �0 I VITA IN5 I FIXTUt I i I i RETAIL FFLOOR a Arc r&-- SECTION AT Rx JioN0R <5ENCH A8 - eCALE 3/4" = GOUNTER511 TREADED BOLT A55E I" FIN. PINE OUT BOARS TO FIT ALUM I NUM GRILLE TRACK - DETAIL AT C-7R I LLE T RAC,,f< A8 SCAL: NONE n REFERENCED r?� J W F-- W r <� J C] c 2: Q w 7-1m = ww�' cvc� �cJLn <c M o �_ LL,w2'z�r-- >: < CD0— � I � LAJ L Z— c' cr. en ^[ ¢ CL sL N M Q TOTAL SQ. !-T.: RETAIL SO. FT.: 10125 . 7421 INCL. Rx STOCK SO. -T.: Rx SQ. FT.: TOTAL 15N OPEN 1114 MEZZANINE: SCALE: N/A AS N010 — DATE: DRAWING 3Y: _12-06-96 JEL DRAFTING MANAGER: LAYOUT COORD.: 4 I T y F r :ri 3'. • sn' �ti a''r gyp. ,,` STORE NUMBER: 2 0 0 LOCATION: PUTNAM AVE. �/ �I.' 0TUR' ■111 • DRAWNG NUMBER: A O [� o . w / 2x4 YVOOD \ / 15LOGKIN6 — \ SOLID 5LOGKIN6 / AT CORNER CORNER BEAD j \ U) j 5/8" TYPE °X" - I GYPSUM BOARD _ - I Ac{ \� a x4 JoNO° BG i 3 SILL @ ANGLED � OPENING OPEN -� FOR 1 1 1 I 5TA 1 R5 DOUBLE 2x6 STEEL JOISTS I ®' w 3-5/8" STEEL I --- STUD WALL j�.----- ----- I .9 UNDER STEEL FLOOR JOISTS ----- r I 7,41 i REINFORCE PLATFORM AT SAFE ✓ -O„ LOCATION; WITH 2x6 STEEL JOISTS. ---- -� SEE DWG.F-1 FOR SAFE LOCATION. FRAi�I N(:-�7 FLAN SCALE: NONE I, FINISH CEILING TOE OF MIRROR STUD BRACING — \ N AS REOUIRED I I I L16HT FIXTURE I "J" MOLDING AT TOP OF RETAIL AREA 1 MIRROR TO BE F,.5TEN - CEILING I I # TO STEEL 5TUD. I I DOUBLE 3 5/5" STEEL HEA ER WITH 5/8 GYPSUM BOARD COVER, TAPE/ 5P.AGKLE, ALL SIDE 51 ( Q BIRCH PANELING m I1 FINISH JAW55, HEA d SILL w/ W4 I # j 2" STEEL Z-CHANNEL STUDS @ 16" O.G. WITH RIGID INSULATION Lc CORNER BEAD MOLDING j j AND 5/8" G.W.B. FULL HEIG+ ®JAMB, HEAD, d SILL (,>� Q ( ___ ____ NEW (TYPICAL CO CONSTRUCTION EXTERIOR ONLY) - - - - "J" MOLDING AT _ �_ VINYL 314" PLYWOOD BOTTOM OF MIRRCR i I N BASE i- SUB -FLOOR UNDERSIDE OF MIRROR ---------_---____---- - u: � � 1-5 GA. STEEL 4 Q II --------------- '-ram ----- -FLOOR DECK - - - - -- - - - - - - 2J GA. 6" STEEL FLOOR J015T5 r r- SPACE BELOW NOT u TO BE USED FOR 20 GA. 3 5/5" ® 16" O.G. r•- u" � ' ' STORAGE STEEL STUDS '* DOUBLE 5 5/5" STEEL HEADER®16" O.G. (TYP) J WITH 5/5" GYPSUM BOARD CONrER, II I I I I I I -- TAPE/ SPACKLE, ALL SIDES d I I I t I �� Ittl II II '--METAL DOOR FRAME 2 SECTION A�30� DOOM' 3 SEC,710N 7HRU 05SERVA710N AREA Acj Acl .SCALE: NONE SCALE: NONE 7 INSTALL CLEAR Aq PLASTID DIVIDERS i FLAT MIRROR S.O.A. CEILING oe44 TAIL 51VE OF _ 5O.K. WALL` _ i ASHED X INDIGA 2 A� ! AT MIRROR ON I Ix8 IDE OF S.O.A. WAL Aq PINE �, I COUNTER TOP 1411 PLYWOOD EEL m ok�44 RAIL SUE -FLOOR DECK �\ SPACE UNDER / PLATFORM NOT FOR 5TORA6E,. �'`�: �y Ac{ =5/8 6" STEEL STEEL STUDS 10 �\, JOISTS (g) 16" O.G. STEEL STAIR ` STRINGERS FINISH FLOOR A SECTION AT SECURITY 05SERVA7I0N AREA SCALE: NONE 57AI R * '1 TREADS ® II" * 2-12" STEEL STRINGERS " =-'-6" CLEAR WIDTH (FIN15H TO FINISH) STEEL CLIP ANGLES WELDED TO STEEL STRINGERS BEYOND STEEL PLATE TREADS AND RISERS. \ a STAID: DETAIL A`� SCALE: NONE /2" GO NT I NUOUS — 'I 2x4 NAILER _ WOOD RAi Ixb PINE GAP BOARD ROUT EDGE SMOOTH 1'. L T, I- RADIUS AT ALL 7j EXPOSED CORNERS. I I 1 12' STAINED AND FINISHED rv/ POLYURETHANE (1-GOAT) I i I 1 J/ . 5-5/5" jI i STEEL STUD5 I a 16" O.G. I - I 5/5" GYPSUM BOARD :Q EACH SIDE d EN I I m� I m I j W4 t t WOOD PANELING ADHERED TO 6YPSUM BOARD EACH SIDE I S END I t VINYL BASE I I PIN 15H PLATFORM - I I -------- -ter--_ -77K:; I H t FINISH CEILING TOP OF MIRROR V "J" MOLDING AT TOP OF MIRROR TO BE FASTENED TO STEEL STUD. !. DOUBLE 5 5/5" STEEL ! HEADER WITH 54V ti 'Cyf,5UM BOARD COVER IL. TAPE/ SPACKLE, ALL SIDES 4 "J" MOLD►N6 AT BOTTOM OF MIRROR TO BE FASTENED AT TOP EDGE OF DOOR FRAME UNDERSIDE OF MIRROR tt: Q i-- cn w Y ;E5 ,-- o 0 0 LLJ C.D 'OPd mz SECURITY OBSERVATION Q� o w a G WALL > c) F-- w x. �- cn in u 4 DETAIL AT HEAD ANiD SILL w Aq SCALE: NONE U o ui =- c cc I < u- � I a.a.l1 a N TOTA- SO. FT.: RETAIL SQ. FT.: 10125 7421 NCL Rx STOCK SO. -T.: Rx SQ. FT.: TOTAL 1590 OPEN 1114 MEZZANINE: SCALE: N/A AS N01M DATE: DRAVNNG 8Y: 12-06-96 JE1 DRAFTING MANAGER: LAYOUT COORD.: Y Y STORE NUMBER: 220 0 LOCATION: PUTW AVE. SEGTI ON AT YNALL GOTUIT, NIA Aq SCALE: NONE DRAWING NUMBER: Armg � � ,'x �. y.. 0 3 I ROOFING NOTES: I. LANDLORD WILL FURNISH d INSTALL A ROOFING SYSTEM IN STRICT COMPLIANCE W/ GVS SPECIFICATIONS. 2. ROOFIN6 MEMBRANE : SEE DW6. 5PG-1 3. PERFORM ALL ROOFING WORK IN ACCORDANCE W/ MANUFAGTURER'5 PUBLISHED SPECIFICATIONS d DETAILS. 4. FOR ROOF PENETRATIONS COORDINATE W/ RAIN COLLAR VARI -S MECHANICAL d PLUMBIN6 DRAWINGS d W/ 5TAINLE55 _ STRUCTURAL DETAILS. GLEELL H05E MP 6"X(o" P.T. WOOD SEAM EDGE SLEEPER LENGTH ATMENT EXHAUST STACK AS REQUIRED TO 4" BEAR ON STEEL MEMBRANE ROOFING ANGLE FRAME PROTECTION LAYER TYP. ROOF MEMBRANE ROOFING CONSTR. - FL' A5HIN6 SEALANT F.R.T.W. WOOD BLOCKING 2" W!DER THAN 5UPPORT BASE INSULATED MTL FLASHING SLEEVE FASTENED TO MTL ROOF DECK -r FLUE STACK DETAIL SL I- I` 11-. A`- I I SCALE: SCALE: 3/4" BITUTHENE ICE d WATER SHIELD. EXTEND ICE d WATER SHIELD 5'-0" BACK FROM SAVE OVER 3, EPDM. EXTEND EPDM 5" TO 12" BACK FROM EAVE OF ROOF FRAMING. (TYP) d` FIBERGLASS REINFORCED ROOF SHINGLES OVER 15 LB ASPHALT IMPREGNATED FELT OVER 5/5" EXTERIOR /kG GRADE GYP. SHEATHIN6 122'-0 5/4" A.F.F f CONT. 2x- PT u� BLOCKING # i ° ' ' /-SCUPPER BEYOND - SEE STRUCTURAL DRAWING FOR ROOF TRU55 INFO, i DENTIL BEYOND MTL STUD GA d SPACING EPDM T_Q_-MATCH GVS &RAY, OVER P.T. PL WOOD ,•� T.G. JST. Iq 6 1/2" LSPLASH BLOCK BY 6. TYP. ROOF CONSTRUCTION SEE ROOF PLAN THIS SHEET R-30 KRAFT FACED BATT INSULATION ON ROOF DECK r&_ FARTI AL 1NALL SECTION �_l 50ALE: 5/4" = 1'-0" 4 A -I PHOTOLAB EXHAUST FAN THRU ROOF SEE MECH. DW65. 155'-0" q 5 O I 16 -I 11/2 Q„ 8 ---------- f -12.5 i I AA i CIOI EXTRUDED LUM. A-11.5 AWNING I All I H.P. H.P. i I \-• 1 PRECAST CONCRETE PAVER •J _ t SYSTEM AS SPECIFIED BY THE ROOFING 5PL T 'BILCO' B'-O" x 2'-6" TYPE 'S' ROOF HATCH I ROOF HATCH HATCH 120_ '-0'=J _ � Y . STEEL LADDER:2 1/2"x ' 3/5" FLAT 5TRIN6ER5 W/ 5/5" DIA. RUN65. ATTACH TO WALL d FLR W/2 I/2"xl/W "L" SHAPED BAR BRACKETS BOLT LADDER TO FRTW BLOCK.INGH BACK - DECK ABOVE UP IN MALL EMPLOYEE AREA IL _O 2 L/--\DI,)tR DtT/2ti I L DECK ABOVE EMPLOYEE AREA r�-II SCALE: 1/4- = I'-O" cD Ake ROOF DRAIN BODY Ko <1 .. d DOME PROVIDE -''-6" 50UARE MIN, SUMP / �'� „ CLAMPING RING - Rfo, KTO ` AROUND ROOF DRAIN (TYP.) crw�c�ro,r,. ,)I_ ROOFING' nss. f MEMBRANE �y B� •,,.1 � :,�,,,, TAPERED / ! INSULATION GALV, MTL. �^ h_.--_. —�- - REI( flEuN DECK MASTIC UNDERDEGK CLAMP N 10 , I FOR U H ROOF DR/4; I N 17ETA I L A-1I SCALE: 1 I/2" = I'-O" UNIT FLASHING RUBBER ROD STOCK /--" ADHERED IN PLACE cn w SEALANT O_ O Of w ~ w BAR FASTENED TO CURB m y LL-iz Q W INSULATED UNIT CURB `'- cn FLA5HIN6 MEMBRANE m Q oL-1- s -' LAP SEALANT I \ MANUFACTURER. INSTALL AS PER MANUFACTURER SYSTEM D; 5PEGIF IfATION5 (TYP.) \ A / 4 TYP 6 f -I I - \ k A-i l OPENING c F.R.T.W. WOOD BLOCKING RTUI FASTENER 12" O.G. I j - J 0005ENEG EXHAUST FOR EXTENT OF STEEL J015T SEE ii --� + l L---- �` tSTROO EXHAUST FANS. i1UPPER r ! I STRUCTURAL DW65 �^ l ROOF GUR5 C? HVAG UN 1 TSas / I I SPLASH BLOCK /p LJ UNDER 5CUPPE (r4-)ANl-,) ROOF HAT`./- r= - �A-3 A- I I 50ALE: NO s- w UL + ; GOORDINAT RESTROOM EXHAUST FAN II NOTE' RID GONT. P.T. NAILERS SHALL ALIGN AND ROOF HATCH/LADDER LOCATION - - W./ TOP OF INSUL. _WITH FLG'OR PLAN2AYOU1`- - ------ -- A-3 O - -- � -- — — _� - - 1� I . j \ H.P 9 o A-II.S jj a ; 12I A-11.5 . ROOF HATCH CURB WITH TOTAL S0, FT.: RETAIL SQ. FT.: jj F d 122 GA METAL INCL. INTEGRAL GAP FLASHING CLOSURE TO FIT UNIT M5 7354 Rx { ( N 1 �/ STOCK SQ. FT,: Rx SQ. FT.: GA5 FLI�E GAP I 1 5 ---- --- _ --- II j RUBBER ROD y - i - TOTAL: 935 SEE MECH. DW65. ! 840 OPEN, 675 li II I I / I I" RIGID FIBER IN5UL MEZ7_ANINE: SCAt.E: CONSTRUCTION_ ALL AROUND OUT5IDE N/A AS NOIID FIRESTONE OR STEVENS OF CURB cv DATE: DRAWNG BY: (SEE 5PG-I P>IV1510N 7 #0i530 Q3/03/87 PART #?) I DRAFTNG MANAGER: LAYOUT COORD,: \ TERMINATE BUILT-I1� # Q CURB I) I I I i 6UTT�R 4'-0" FROM` MRB dGG / BACK OF PARAPET N ! I N I I/4 VIA. ALUM. SERRATED WALL SECTION 3/A-12 I CONTINUOUS 50FF T RUNGS ®I'-O° O.G. (TYP.) _. __ _ _. . SEE ELEVATIONS TYP. ROOF ~ I I ON SHEET A-B d A -BA \ INXGUTT RF� P VENT BELOW 5H0 CONST. " f (I I \ - TE GU PER 1 WITH A DASHED L NE _4 _- i — _ 2 x3/16 ALUM. I / SPLASH BLOCK I VENT TO BE "FRY WALL BRACKET IUND SCUPPER, RE6LET" 2" WIDE -_ SG E � 6ALV. MTL. I - MODEL # 1680 DECK -- H.P. H.P. ji / VENTED OR EOUA -, Fxb P.T. BLOCKING { CONT. 5GREWED TO GK O NOTE: - --- -- - -- ---- --- --- ---- - - ---I - INTERIOR FIXED AGCE55 LADDER STORE NUMBER: Ij T BY O'KEEFE OR APPROVED EOUAL nrn)00 # REFER TO DETAIL 2/A-II. -- F.O. WALL BELOW DECK CLOSURE TRIM L7 STEEL LOCATION: AA 2 I TO DECK N ®LOP NLI N,G LALL 51 DES; ®� e p p,� A-11.5 FABRIC AWNING SEE STRUCTURAL DW65. PUT �PiM AVENUE ENUE /� 2 CO i V IT, MA R00F FLAN A-15 r5- ROOF HATCH DET,A I L DRAWING 1 NOTE • I �..�� NUMBER: PERIMTER NAILERS ARE P.T. AND CONT. A_I5 A-11 SCALE: 1 1/2" = 1'-0" AND SHALL BE LAPPED ® 5TA66ERED A • Aml JOINTS AND SHALL ALIGN W./ TOP OF INSUL. 1/2„ 5/allGYP. SHEATHING MASONRY TIE f .. 15# SATURATED FELT FOR FULL EXTENT OF GYP. SHEATHING. (TYP.) 2" AIR SPACE q DR`r\/I T FA501 A / SOLDIER OOURSE JUNGTU E r FA5TEN STUD TRACK TO i BOTTOM OF BRICK ANGLE - I" "DRYVIT" OVER 5/5" PLYWOOD �I -5/5" =LYWOOD I i x5 4 .ENERAL NOTFz 1. BRICK VENEER WIRE TIES: a GA. ADJUSTABLE TYPICAL SPACING, UNLE55 NOTED OTHERWI5E: STUD 5PACING TIE 5PACIN%5 HORIZ VERT 16" O.C. 16" 16" 2. VERIFY THE USE OF PLWD AS SUBSTRATE FOR. AREAS INDICATED WITH LOCAL d STATE BLDG CODES 5. FOLLOW E.I.F.S. MFR'S 5TANDARD PUBLISHED !N5TALLATION AND DETAILS. rF . 101Z % EV L WITH GROUT I A I A- I I G. = /- 7-1 /')1\ I 5CALE: 3/4" = 1'--0" STEEL JOIST; — 5EE STRUCTURAL R-Iq KRAFT FACED GATT INSULATION (WALL) 6", 20 6A. STL. STUDS - ® 1'-4" O.G.; SEE STRUCTURAL DRAW I NG5 STEEL GIRT; SEE STRUCTURAL A.G.T. SYSTEM FIN. CEILING _ �- LAY-IN 5USF. — ACOU5TIGAL TILE 4" 20. 6A. MTL. STUDS ® 16" O.G.; 5EE STRUCTURAL DW65 FRPT BLOGKIN6 5/0" G.W.B.; SEE SCHEDULE FOR FINISH (TYP.) 4" EFIS TYPICAL NOTE, 1. REFER TO ADJACENT WALL SECTIONS FOR TYP. NOTES 2. COORDINATE ASSUMED 15T LEVEL 100'-0" A.F.F. W./ ACTUAL DATUM ON 51TE PLAN. AND W/CALLED ELE. 0.00' ON DWG. 5-1 FOR T.D. SLAB ON GRADE. CONT. SEALANT d BALKER ROD INT. 3 EXT. PERIMETER (TYPICAL) 2X_ F.R.T.Ki. ELK6 — 1/2" COMPRE5518LE — JOINT FILLER CONCRETE FLOOR SLAB AND FOUNDATION 5EE 5- DW65 ASSUMED --- 6 MIL POLY VAPOR BARRIER CONTINUOUS FULL HEIGHT PERIM. R161D INSULATION R-12.5 MIN. 2 MALL SEGTiON A`^ SCALE: 3/4" = 1'-0" , 1/8" I'-'i I/e" ADDITIONAL 10 5'-I I/2" 2li DECORATIVE PANEL INSERT(S) 5EE -13 DINGS. A-128 A-13 r---- ------ _--, .�_ -- `_�.---- - ---._ --- ----- --, DECORATIVE _ PANEL INSERT STOREFRONT FRAM I N(� ELEVA !-ION 10 5'-1 1/2" A -13 l ( 1>44 13 :Low EU [I DECORATIVE PANEL INSERT - LSTOREFRONT Ff;�,AKN(:�7 ELEVATION -13 SCALE, 3/5" = 1'-0" NOTE: SEE PLAN 8 ELEVATIONS FOR CONTROL JOINT LOCATIONS PR -MOLDED JOINT FILLER SEALANT IN/ BACKER ROD G CONTROL JOINT ZETA I L P.T. WOOD 5LOGKING 5H I M AS �~ REC�U I RED �- GROUT FILLED G-ALV. PRE55ED METAL FRAME TYP) d '--�— GONT. SEALANT S _ _// BACKER ROD METAL 1/4" 5/5" INTERIOR AND EXTERIOR FLASHING 2 @ PERIMETER. (TYP) PAN JAMS E�)ETA I L BRICK VENEER WEEP HOLES ® 2" O.G. FLA5H I N& STEEL LINTEL ANGLE; SEE STRUCTURAL i/4" SHIM DRIVE THRU WINDOW BELOW r,--- FLASH I NCB DETA I L - I SCALE: 5" = 1'-0" O - i 5 6" GONG. SLAB -15 W 2.q MESH—\ BOLLARD 3" I I I - -IS — p u. O L w w 3„ i BOLLARD 6" GONG. SLAB w/ 2.q MESH — A- - 4 FARTI AL 1�)RI VE-THRU FLAN Ati 50ALE: 1/4" = I'-O" r- � n Viz ; X w0 W U, w I' FLASHING PAN F.R.P.T. WOOD cV BLOCKING GONTIN. SEALANT 8 BACKER ROD 2" AIR SPACE G.W.B.; FINISH AS PER SCHEDULE (TYP.) CONT. SEALANT 3 BACKER ROD PERIMETER INTERIOR $ EXTERIOR 1/4" SHIMMING METAL PANNING TO MATCH DRIVE UP WINDOW MATERIAL 4 FINISH DRIVE UP WINDOW BY STANLEY A TA I I�YE-UF W I NI�O�N 5 J M� I�� L 9 R I -I� SCALE: 1 1/2" = I'-O" TY IGAL EXTERIOR W I SEE WALL TYPES 2" AIR SPACE AIR INFILTRATION BARRIER BRICK VENEER — FABRIC FLASHING PEA STONE b" MIN �— WEEP HOLES ®2'-O" O.G. — SEALANT 4 BACKER ROD MTL. BRICK TIE -"" --` STEEL LINTEL ANGLE; SEE STRUCTURAL - — --- ---- EL. 10.7'-0 5/4" A.F.F. MTL. SHROUD BY DRIVE UP WINDOW MANUFACTURER 6" 20 GA. MTL STUDS F.R.P.T. WOOD _ -�- - _ DRIVE UP WINDOW BY BLOCKING / HORTON AUTOMATICS I/4" SHIMMING � , E CONT. SEALANT 4 BACKER ROD GENERAL NOTE: VERIFY ALL CONDITIONS PRIOR TO TO CONSTRUCTION. SILL SHELF BY DRIB/ UP W' NDOW MFG. — F.R.P.T. WOOD BLOCKING AIR INFILTRATION - BARRIER 71 121 1 7*lr,AL EXTERIOR W I L SEE WALL TYPE 2 :-,-)Rl\/E uF SECTION -I� SCALE: 1 I/2" = 1'-0" - TOP OF SILL w m z t!_ O SUPPORT BRACKETS d MTL. SKIRT BY DRIVE UP WINDOW MFG. PROVIDE SHOP DWG5. 2" AIR SPACE CONT. SEALANT 8 BACKER ROD I" E.I.F.S. DYER \ WATERPROOF MEMBW OVER 1/2" EXTERIOR ,� } 6YP 5HEATHIN6 - 5AND$LA5T FINISH. STEEL JOI5T; J SEE STRUCTURAL I I - - del 5/b" PLYWOOD R-Iq KRAFT " FACED BATT - INSULATION 6", 20 GA. STL. STUDS ® 1'-4" O.G.; SEE _' \ PROVIDE 1/2" EXT. STRUCTURAL PRAWIN65 - PL.YWOOD IN LIEU OF 6YP. 5HEATHIN6 BEHIND 516N5. STEEL GIRT; — — - SEE STRUCTURAL \ . BO�T OF GIRT A.F.F. ,1.,_FIINN. CEILING _ _ 2 �i l l'-6" A.F.F. f , A-3 LAY -IN 5USP. 5/8" EXTERIOR ACOUSTICAL TILE GRADE GYP. 5HEATHIN6 (TYP.) 2" AIR SPACE i NOTE: 5/5" G.W.B.; SEE I AIR SPACE SIZE SCHEDULE FOR VARIES DEPENDING CANOPY FINISH (TYP.) ON LOCATION - 2" MIN. (TYP.) fZo DECORATIVE SOLDIER BRICK S,iB" PLYWOOD PATTERN •- SEE ELEVATIONS FOR PATTERN -TYP. �— -- - --` — — — — B.O. BRICK 106'-10 2/3" A.F.F 1 QDRIVE UP WINDOW BY a I I STANLEY MA610 DOORS Q ly I � I ;I 2 u ;! GENERAL CONTRACTOR Q FTC COORDINATE DRIVE-THRU WINDOW I _ I MANUFACTURER SHOP DRAW I N&S. PROVIDE ADDITIONAL BLOCKING AS REG'D. I I T.O. ROWLOCK EL = 102'-4" BRICK TIES; SEE DETAIL . _, SEE NOTE #1 FOR I/A10 FOR TYP. INFO. - �, SPACING -TYP. PEA STONE; I M 8" HGT. MIN. ( " —5/S" PLYWOOD 100 -0" — — — $ — FILL SOLID WITH ASSUMED GROUT p 1. BITUM. GONG. 6 MIL POLY VAPOR BARRIER CONTINUOUS FULL FIN15H &RAVE TO BE 6" BELOW FINISHED FLOOR HEIGHT PERIM. RI&ID ELEVATION ®DRIVE-THRU REFERENCED INSULATION R-12.5 MIN. NAL.L SECTION cn w � ram- O p � J � � m Z � o w w z >-::Gj Dv�wQ U W'z �I�iii o �) a < ``T n�n n � u I tug, O �ac tu�� � ,.-.. Lil lug, � Q 4 TOTAL SQ. FT.: RETAIL SQ. FT.: 8775 7363 INCL. Rx STOCK SO. FT.: Rx SQ- FT.: TOTAL: G'75 OPEN: 800 MEZZANINE: SCALE. N/A AS NOTED DATE; DRAWNG BY: 03/03/97 uJN DRAFTING MANAGER: LAYOUT COORD.: uRe acc. J�1. FOOTING SCHEDULP =3000 PSI / Flo=3000 PSF Mk C SIZE BOTTOM REINFORCING REMARKS A x t x B SHORT WAY LONG WAY F1 3'-0' X 1'-0' X 3'-0' 4-#5 4-#5 F2 4'-0' X 1'-0' X 4'-0' 5-#5 5-#5 F3 5'-0' X 1'-2' X 5'-0' 6-#5 6-#5 F4 1 6'-0' X 1'-4' X 6'-0' 6-#6 6-#6 -------------------------- -------------------------- ------------------------------ ———————————————— L+s + f� 4' NORMAL WT, STOW CONC, SLAB -ON -GRADE I ON VAPOR BARRIER ON 6' MINIMUM COMPACTED GRANUL R FILL TYP, U,N,D, REINF, W/ 6X6 W1,4 X W1,4 W,W,F, 2 S-2 I I I -2.17' +�+�� I - 2.17' 6+6�'� - 2.17' 6+6+j SJ i i i i ; I F3 osi � F3 --- F3 F4 _ tool u� (A i I I I 1 S-2 +<s +<"_� +<,s I (`'s L-------------------------------- ------.-----.._— -- �-4.67')-17 — — — — — — — — — —._ ---- _ ---- ------------- ---------------- ---- FOUNDATION PLAN SCALEt 1/8' = 1'-0' (24X36 ) NOTESt 1) TOP OF FLOOR.SLAB-ON-GRADE CALLED ELEV, = 0,00' 2) ASSUMED EXTERIOR GRADE ELEV. = (-0.50') 3) BOTTOM OF FTG, ELEV. = (-4,50') UNLESS NOTED (BF=X,XX') 4) ALL DIMENSIONS SHALL BE COORDINATED WITH- ARCH, DRAWINGS 5) SJ DESIGNATES SHRINKAGE CONTROL JOINT, SEE DETAIL SHEET S-2 6) TOP OF FOUNDATION ELEV, = 0.00' U,N.O, E 1. 11 NOTE: TS COLUMNS SHOWN. DETAIL SIMILAR AT WF COLUMNS. 12SEE PLAN. 9` 12` �1 1/2' 0 0 V-4 Elt- 11/2' 0 0 1" BASE PLATE 3/4" BASE PLATE 1" BASE PLATE 1 /4" LEV, PLATE 1 /4" LEV. PLATE E"PLAN PLATE BOT. BOT. EL. 0' 1" 1/2' BOT, EL. 0' 1" 1 1/2' U.N.O. 1 1/2' 90 DEG. CORNER SHOWN. 45 DEG. SIMILAR TYPICAL INTERIOR TYPICAL EXTERIOR TYPICAL CORNER (WALL BEARING) NOTE: 1. ALL ANCHOR BOLTS ARE r2a. 4" x 1' 2' WITH 4" PROJECTION, EXCEPT 1-1" x 1' 8" AT Al, A2, C1, D1, C5, D5, F1, 2. BASE PLATES FOR TUBE COLUMNS SHOWN. WF COLUMNS ARE SIMILAR. 1" CHAMFER T.O. PIER EL. 1.08' 24"x24" UNREINFORCED CONCRETE PIER (UCP) B.F. EL. (-4.50') TYPICAL EXTERIDR PIER AT ENTRY OVERHANG �zz Z� oa za o U z 3 N c� z cwi� �ww w o cx CKC ,,_, u wW o o �- -J W 4 w HF~-1 ZD w c� Q U �� z � 50 Q L� TN 1 C7 r Iff TOTAL M Ho RETAIL SQ, FTa INCG Rx STOCK SQ. FTj Rx SQ, FTA TOTAL, OPDI MEZZANINE, SCALE, N/A AS NOTED DATE, DRAWING BY► Eli DRAFTING MANAGERd LAYOa COORDj GENERAL NOTES - DESIGN LOADS CONCRETE GENERAL NOTES - STRUCTURAL STEEL AND JOISTS GENERAL NOTES GENERAL NOTES -STRUCTURAL METAL ROOF DECK - 1. Roof snow loads; - 25 psf plus drift per Massachusetts 1. All detailing, fabrication and erection shall conform to the 1. All Metal deck shall be galvanized and designed for the conditions P P P 1. All concrete shall be made with hard rock and shall have a AISC Specifications and Codes, latest edition. shown on the drawings and the loads indicated, State Building Code compressive strength of not less than 3000 psi at 28 days Truss Loads: unless noted otherwise. 2. All rolled section structural steel shall be ASTM A-36. All 2, Metal deck section properties shall be computed In FARCHITECT Top chord DIL - 10 psf 2. All concrete exposed to weather shall contain an approved square and rectangular tube sections shall be ASTM A-500 accordance with 'AISI - Specification For The Design of Cold air entraining admixture and shall have a compressive grade B, Fy minimum 46 ksi. Formed Steel Structural Members,' B K A strength of not less than 4000 psi. Air content shall 3. All steel joists shall meet or exceed SJI specification for 3. The erector shalt establish a weldidASSOCIATES, INC. be 6% to 8%. joist designation shown. ng proceure for thewelding of the steel decking to the structural steel for the 2. Wind load 3. All concrete shall contain an approved water -reducing particular gage used. Prior to start of erection of steel 142 Crescent Street admixture. 4. All bolts, and washers shall conform to the deck, each welder shall be qualified using this procedure as Brockton, MA 02402 Basic wind speed - 90 mph requirements of ASTM A-325 for 3/4 diameter high strength witnessed by the Testing Laboratory, Wind on main structural frame - 21 psf 4. No calcium chloride shall be used in any concrete. bolts unless noted otherwise. Phones (508) 583-5603 d Wind on Components & Cladding - 35 psf within 10' of corners 25 psf elsewhere 5. A mix design shall be submitted for approval for each type 5. All weldingelectrodes shall be E70XX. 4, All ends of metal deck panels shall be lapped two (2) Inches Fax, (508) 584-2914 3. Seismic loading V = 1/3 KCSW of concrete as specified in ACI 301. and both panels shall be welded to the supporting structure, K = 1.33, C = 0.1, S = 1.0 6. All welding shall be done by certified welders and shall 6. All reinforcing bars shall be ASTM A-615 Grade 60 unless conform to the AWS "Code for Are and Gas Welding in Building GENERAL NOTES -LIGHT GAGE STEEL FRAMING noted otherwise. Construction", latest edition. 4. Building is designed using "1993 Revisions to the Massachusetts State Building Code, 1992 Edition". 7. All concrete 1. All design, detailing, fabrication, and erection of light reinforcement shall be detailed, fabricated, 7. No connection shall consist of less than two 3/4" diameter gage framing shall be in accordance with American Iron and labeled, supported and secured in place in accordance with bolts or welds developing a minimum of 10,000 pounds unless Steel Institute "Specifications For The Design of Cold - procedures and requirements outlined in latest edition of noted otherwise. Formed Steel Structural Members", latest edition, and the Building Code Requirements for Reinforced Concrete", ACI , 318 and "Manual of Standard Practice For Detailing 8. All fillet welds shall bea minimum of 1/4" unless noted otherwise. manufacturers details and specifications. GENERAL NOTES -FOUNDATIONS Reinforced Concrete Structures", ACI 315. 9. All welds shall be visually inspected by Contractor's Testing Agency. 2. Stud/track designations refer to Marino Ware Industries, 1. All soil containing fill or organic material shall be cleared from g, Checked shop drawings showing reinforcing details, including Provide type J studs and type T track. the building footprint. steel sizes, spacing and placement, shall be submitted by 10. All bolts shall be tightened to the snug tight condition. the Contractor for approval prior to fabrication. The snug tight condition is defined as the tightness that 3. Steel studs at exterior walls shall be 6" X 20 go. spaced 0 2. All soil supported footings and slabs shall be founded upon exists when all plies in a joint are in firm contact. This 16" o.c. unless noted otherwise. natural subgrade or compacted bank run gravel fill 9. All reinforcing bar splices shall conform to requirements of may be attained by a few impacts of an impact wrench or the with a safe bearing capacity not less than 3000 psf. Chapters 7 and 12, ACI 318-89, but in no case shall they be full effort of a man using a spud wrench. 4. Headers over exterior wall openings shall be 2 - 6" studs Contractor shall verify safe bearing capacity by taking borings less than 2'-0". with 2 - 6" tracks matching wall stud gage top and bottom. prior to start of construction. Contractor shall bear cost of borings. 11. The Contractors Testing Agency shall perform all inspection 3. A modified proctor test shall be performed by a soils 10. All welded wire fabric shall conform to ASTM A-185. and testing. The structural steel fabricator and erector 5. Headers shall bear on a single jack stud with two additional shall schedule all work to allow the above testing studs continuous by the header at each side of the opening. , testing lab on each type of soil to be compacted. 11. All welded wire fabric shall be lapped two (2) full mesh requirements to be completed. 4. Soil shall be compacted to not less than 95% of maximum dry panels at sides and ends and be securely wired together. 6. All light gage framing shall be galvanized and shall conform 12. The Contractor shall be responsible for the control of all density per ASTM D1557. to ASTM A446 Grade Q with a minimum yield stress of 33,000 erection procedures and sequences with relation to 12. Construction joints in all walls shall be not further apart than psi for 18 gage components and 50,000 psi for components 16 60 feet in an direction. See plan for location of slab. construction temperature differentials and stability. 5. Field densitytests shall be performed b a soils testing y P gage and thicker. P Y 9 and/or shrinkage joints 13. After fabrication, all steel, except that to be galvanized, lab to verify compaction. shall be cleaned of all rust, loose mil! scale and other 7. Provide bridging per manufacturers requirements. Note, 13. See Architectural drawings for a and location of all foreign materials and receive one coat of approved rimer point. bridging requirements may be more stringent when sheathing 6. See Plumbing and Electrical drawings for under floor systems 9 YP 9 PP P • P is not attached to both flanges. and special granular fill material requirements. floor finishes. zo14. The fabricator shall furnish checked shop and erection drawings 3 7. All slabs -on -grade shall be placed on a vapor barrier on a 14. Coordinate all foundation penetrations with Architect, Plumbing, and obtain approval prior to fabricating any structural steel, q z 6" compacted granular soil subgrade. Mechanical, Electrical Contractors and local agencies. GENERAL NOTES - MASONRY UNTELS zn ¢ 15. Cuts, holes, openings, etc. required in structural steel _ members for the work of other trades shall be shown on shop 1. Provide one galvanized angle lintel for each 4" of masonry z 3 0j drawings for structural steel and shall be made in the shop. width over openings. bear 6" minimum at ends on solid masonry. Q Burning of holes or cuts in structural steel members in the w field will not be permitted except by written permission M.O. angle size from the Architect. „ „ w J 0 0 to 8 0 L 5 x 3-1/2 x 5/16 w wo 16. All beam to tube column connections shall be thru plate connections. g' 1" to 12' 0" L 6 x 4 x 3/8 _ � a ca w REFZD p ___I ¢ 9' 6' STL WALL STUDS. ¢ P:1 w CONT. T STUD WALL TRACK 4" x 3 16" x 10" BRICK SHELF DEPTH VARIES, Z CONNECT TO CAP PLATE. / SEE ARCH, DRAWINGS, PROVIDE 5/32'DIA. POWDER ACTUATED nc (4 WELDED CAP PLATE. 'TYPE A' REINF. WHERE DEPTH FASTENER @ 16. O,C. W Z > 36 BAR _ OF SHELF EXCEEDS 2' 01, 1' MIN. EMBEDMENT DIA. TYP. SHRINKAGE TS 3 x 3 x 1 /4 POST AT 4 JOINT Si TYP. CONST. JOINT • 6„ 6" O.C.y0 MAX.. WITH W.W.F. FLOOR SLAB () N 6 SQ x 1 WELDED BASE ( CJ ) IF NEEDED SLAB::� 4 PLATE, TWO 1" DIA. KWIK FLOOR 3 1/8"x t/3 BOLT 11 ANCHORS WITHPRCr EMOLDED �i'4 " e T_ 6" EMBED. / o ood : po:oo 0 . SAWCUT OR 1 -0 MIN. LAP T \\\ ��\ o.P o 0 m ¢ INSERT R V . o 0 0 0 0•0 M W.W.F ti'3 . . TYPE A REINF: VAPOR BARRIER 1'-0' z 4 E.W. AT 12' O.C. w t X X X X �--R� x X- 1/2' PREMOLDED JOINT FILLER T CENTER OF WALL z CORNER BARS SAME SIZE & SPACING o'0 0 0, °• o• 6 0 0. o. o° 0 8�0• �. 00 •Q J . AS HORIZ. BARS AND BOTTOM F W UJ --TWO # 5 CONT, TOP C. TWO #5 CONT. TOP o O O ALL, W AND BOTTOM OF WALL i TWO #5 CONT, U VAPOR BARRIER TYPICAL • TWO #5 CONT, 6" MIN COMPACTED SEE ARCH. DRAWINGS FOR GRANULAR FILL 2`� PERIMETER INSULATION. z 2' CLR. 2'-0° [� ►--� TYPICAL SLAB -ON -GRADE 2'-°' w 1 SECTION TYPICAL WALL CORNER SECTION z SCALEi 1/2' = Y-0' (24'X36') (:DSCALE, 1 = Y-0' (24'X36) i-- . a N th V. to TOTAL M FTj RETAIL X FTA INCL. AREA OF REINF. EQUAL Rx TO 50r. TOTAL HORIZ. 36 BAR 36 BAR #5 AT 12' ❑.C, X 24' LONG STOCK X FTA Rx SQ. FT,t WALL REINF. TYP. ® DIA. DIA. 1/2' PREMOLDED JOINT FILLER TQTAU �3 EXTERIOR SLAB �`/Ft, MIN. 2 #5 CONT. " 4 CONC. SLAB FtEZZANINEo SCALE N/A AS NOTED DATE, DRAWING BYr • 4 0 0�0,� . CL ¢ o o moo. ao . o VAPOR BARRIER DRAFTING MANAGERS LAYQUT COURDi V-0' COAT COLUMN BELOW SLAB W/ BITUMASTIC 1 2" PREMOLDED JOINT FILLER 1/2" X 1" DEEP REGLET 0 co PRESERVATIVE TYP. / BOTH SIDES OF WALL; FILL WITH TWO # 5 CANT. TOP SEALANT TYPICAL `r . AND BOTTOM OF WALL, 1/4" THK. LEVELING PLATE i SEE SCHEDULE FOR BASE • ON 3/4" NON -SHRINK GROUT PLATE SIZE & ANCHOR BOLT DIA. : TWO #5 CONT. FLOOR SLAB NOTE: MAXIMUM SPACING OF CONSTRUCTION 2' o_ k----_k-»-- JOINTS NOT TO EXCEED SIXTY FEET. 2`-Or I o ,o of o• i - p o o 0 OF S ° b• o o. • . 0 a . • .o o • "d �� TARE NUMBER 3 9 2200 +' SEE FOOTING SCHEDULE TYPICAL WALL CONSTRUCTION JOINT DETAIL AT ENTRY AND SI1]EWALK 3" ` FOR REINF. 2H32� N La�AT�Mk PUTNAM AVENUE „ �, M ARSTON MILLS, MA SCALES 1/2' =1'-0' C24X360 2 CLR. TYPICAL INTERIOR COLUMN ON SPREAD FOOTING DRAWING VS NUMBER• 6043MMS2 r ! t CC L PROVIDE ERECTION BOLTS FOR TIE JOIST SEAT . WELD AFTER ERECTION .� ROOF DECK I NOT SHOWN. i JOIST GIRDER I I 7" x 3/4" x 1' 0" CAP I PLATE. PROVIDE ERECTION BOLTS FOR GIRDER. WELD I AFTER ERECTION. COORDINATE GAGE AND ELEVATION WITH I I GIRDER SUPPL 1 ER . I . I i I I EXTEND CHORD EACH SIDE , IFF.EENER PLATE. DO I NOF OT TYPICAL JOIST GIRDER AND TIE JOIST CONNECTIONS AT COLUMN N.T.S. TS 2-1/2 x 2-1/2 x 3/16 DIAPHRAGM COLLECTOR c L BETWEEN JOISTS IN BRACE EL 2-1/2" x 1/4" WELDED STIFF. PLATE EACH SIDE WEB. BAY. SEE DETAIL. DECK IS NOT SHOWN. (WF GIRDER) JOIST GIRDER ANGLE 6 x 6 x 3/8 x Of 6 i i SEAT WITH TWO /4" HSB. WELD ALL AROUND TO GIRDER WEB. NOTE: I I. BRACE NOT SHOWN. SEE DETAIL. I 2. SEE TYP. GIRDER CONNECTION I FOR DETAIL NOT SHOWN. TYPICAL GIRDER DETAIL AT BRACE BAY N.T.S. C.L. COLUMN 0' 3" WELD DECK TO EACH TS 2-1/2 SQ WITH 5/8" DIA. AT 6" O.C. CLOSURE ROOF DECK. /-,%\- r-\- DIAPHRAGM COLLECTOR: 3/16" 3" AT 2' 6" 0,C. TS 2-1 /2" SQ x 3/16 x 4' 6" BETWEEN JOISTS IN BRACE BAY (5) PIECES PER BAY. GIRDER. SEE PLAN. TYPICAL DIAPHRAGM COLLECTOR DETAIL AT BRACE BAY N.T.S. EL. 19'- TOP OF E�. 11'-10 5/16" 1 TYPICAL SECTION 3/4" = 1' O" C qp C 287" 21' 0" 25' 0" 25' 0" 33' 11" I GIRDER PANEL LOADS VARY. SEE PLAN BRACED BAY. SEE TYP. DETAIL o'� �� el, 10" 000 4 ¢ I 2 S-4 S1 4 S- +PL r------------- ------ GIRT _T718 ----------- GIRTC12x20.7+P GIRT C 12 x 20.7 + PL GIRT C 12 x 30 + PL I 22 G 4N 5. 2 x 35 50] 14 x 22 [50] W 18 x 35 [50] I 5N VARIESW Z I I x Y x O N _ O " 1 8E.O.D. I I cD ul N rn d o0 ed 4 4� Li C3 m C5 m C3 C6 U C X. 004 O Iol x + 04 N I JJ J x 24 K 7 I to (0 uO rn 24K4 _ Y Y x Y to T N N N N PO x 3 S-4 I N N it I 3� N O� Nco ux x to I NY Y L�VN S' 0 CIR co W 21 x 50 [ 0] [-3 1/2"1 2 G 4N 11. [6"] 2 G 5N VARIES 26 G 5N 4. [-6"] W 21 x 50 50 .-- x N I 24.K7 I to � rn 24K4 I x x x x W8x10 N N N N J Q p N N Q QJ.. r N CV Fi,- o' a- + a + 2 N —� [D AN � A N C-4/ N M viz v � } m r- 3 CQ V f U U I U U x x CS x x CU C3 C3 Cj Cj L4 Jj ¢ 3 c� ,° j � co ui N ,ri Ca ao �, i �+ 4] C i en ai �i m m 30G5N6.4 2G4N5,9 I 2 5NV RIES W14x22 50 20G3N4.C5 If. 2 G3N4.5 GIRT C12x20.7+PL GIRT C10x15.3+PL GIRT MC10x15.3+PL GIRT 12x25+PL. GIRT C 12 x 20.7 + FL GIRT C 12 x 20.7 + PL 1 S-4 1A S-4 I I v 28' 7" 21' 0" 25' 0" 25' 0" 16' 11-1 /2" 16' 11-1 /2" BRACED BAY. SEE TYP, DETAIL 7 ul ul ul UC UB ROOF FRAMING PLAN SCALEi 1/8' _ V-0' NOTES, 1) TOP OF STEEL (JOIST BEARING) = 19' 4' AT THE HIGH POINT U,N,0., < ), C.L. COLUMN Of 3" 2) SLOPE TO DRAINAGE LOW POINTS, SHOWN C 1, 3) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCH, DWGS, 4) COORDINATE SIZE AND LOCATION OF ❑PENINGS FOR ROOF TOP UNITS (R T,U,) WITH MECHANICAL DWGS, 20 GAGE "J" CLOSURE 5) ALL STEEL ASTM A-36, EXCEPT, A-572, GRADE 50, FOR ALL NGL.E 2-1/2 x 2-1/2 x 3/16 ONTINUOUS AT TOP AND W6x25 COLUMNS AND WHERE MARKED 1501, orroM FLANGE. 6) 'E,B,C,' INDICATES EXTEND JOIST BOTTOM CHORD. SEE DETAIL, 7) BOTTOM OF GIRT ELEV, = 11' 8' (BACK OF WEB), SEE SECTIONS, 8) 4NDICATES FULL PENETRATION WELDED MOMENT CONNECTION, 9) PROVIDE HORIZONTAL JOIST BRIDGING (NOT SHOWN) PER SJI STANDARDS, CROSS BRACE END BAYS, 3-1/2" SQ x 1/4 HANGER TAB 10) 12 GAGE TOP PLATE ON GIRT INDICATED '+ PL'. SEE DETAIL, TO BEAM BOTTOM CHORD EXTENSION SEE PLAN (E.B (-'). WELD TO BEAM AND JOIST. 6WELD 1 2 LE CONT.. GALVANIZED LINTEL 4`-20 GAGE STEEL STUDS TO HANGEg. lS-4 FORIDETAIL NSEE OTGSROWN. 24' n.c. (TYP) Or 9tr 3-1112-14 SELF DRILLING HANGER ANGLE 3` x 3 x 1 4" SCREWS PER CONNECTION AT 5' 0" O.G.. (TYP) 12 GAGE TOP PLATE. 1/8" 2" AT 12" O.C. SEE PLAN FOR LOCATION. GIRT, SEE PLAN. BOTTOM EL. 11' 8". PROVIDE 12 CONT.. GALVANIZED L LINTEL CHANNEL GIRT. SEE PLAN . GAGE TOP PLATE BETWEEN HANGERS. L 4 x 4 x 1/4. SEE SECT. 1/S-4 FOR DETAIL NOT SHOWN. mV. TYPICAL GIRT DETAIL ` • ANGLE 6 x 3-1/2 x 5/16' N.T.S. ZH OF AT 5' 0" O.G. OME 2 TYPICAL SECTION R41LTON N 23278-ST 3/4" = 1' 0" er tic BjAyl ARCHITECT BKA ASSOCIATES, INC 142 Crescent Street Brockton, MA 02402 Phone: (508) 583-5603 Fax► (508) 584-2914 �x z � O Q z¢ z W W W W uCj �CK Q Q w co W � � � o W .-1 'a "" w r W u- >o> 3 z a� Q n-- Q �0 i r+ Cu m TOTAL SQ. FT; RETAD_ SQ, FTo INCL, Rx STOCK SQ. FT,, Rx SQ. FT,, TOTAL, OPENr MEZZANINEr SCALE, NIA AS NOTED DATFj DRAWING PYfr Eli DRAFTING NANAGfRr LATOUT COORD.1 C vs STORE NUMBER, 2200 LOCATION, PUTNAM AVENUE COTUIT, MA DRAWING NUMBER, ►.S. FACE OF STUD EL 22' 2" IGLE 2-1/2 x 2-1/2 x 3/16 :LD TO T.C.X.. CONNECT UDS TO ANGLE. SQ x 1/4 HANGER TAB 0 BEAM 4'-20 GAGE STEEL STUDS 24' ac, (TYP) 3-#12-14 SELF DRILLING SCREWS PER CONNECTION (TYP) LVANIZED LINTEL 1 4. SEE SECT. fAl NOT SHOWN. x 5/16 AT �5' 0" 0. C. 4 TYPICAL SECTION SCALEi 3/4' = Y-0' c C WALL STUDS. SCREW PLATES TO EACH STUD.. ELEVATION OF °X° BRACING N.T.S. EL. TOF 'E PLAN, NOTE: CONDITION SHOWN AT JOIST GIRDER/WF GIRDER. BRACE CONNECTION SIMILAR AT TIE JOIST/BEAM CONDITION. STRAP, `BOTH Sl OF COLUMN, STRAP "X' BRACING DETAILS SCALE! 3/4" = V-0' 9, n" '.E OF STUD 22' 2" 1 /2 x 2-1/2 x 14 GA. ROOF DECK. CONNECT 4 HANGER TAB J_AGE STEEL STUDS , (TYP) 14 SELF DRILLING S PER CONNECTION LINTEL E SECT. SHOWN. JOIST OR BEAM (SEE PLAN) tt METAL DECK 1-11 it TYP, L4x3x5/16 t t tin x i x M t (X L400/16 OPENING TO SUIT EQUIP, SEE PLAN FOR LOCATION METAL DECK— 7 L5x3x3/ CLIP ANGLE TYP, FRAMING @ ROF OPENING Al W CI BOTTOM CHOP SEE PLAN (E. O —GV unur- J 1 LLL STUDS 16'o,c, - GIRT, SEE PLAN ELEV. 11' 8" 6'-20 GAGE STEEL STUDS 16'o,c, Li TYPICAL SECTION 1N SCALEi 3/4' = V-0' 20 GAGE "J" CLOSURE 1 A-325 BOLT THROUGH VERT. SLOT HOLE IN HANGER. TORQUE AFTER ALIGNMENT. CONT.. GALVANIZED LINTEL L4x4x1 4.WELDALL JOINTS. TOUCH UP WITH Z.R.C. AFTER WELDING. ELEV. ANGLE 6 x 3-1/2 x 5/16 AT EACH JOIST GIRDER BTTOM PANEL POINT AND AT 5' 0" O.C. ON WIDE FLANGE GIRDERS. NOTE: OMIT LINTEL ANGLE AT CMU VENEER, SECTION IA. 3" 20 GAGE "C" CLOSURE ROOF MEMBER. WELD DECK PER SPECIFIED DIAPHRAGM VALUE. SEE BRACE DETAIL FOR ADDITIONAL REQUIREMENTS. A-325 BOLT THROUGH VERT. SLOT HOLE IN HANGER. TORQUE AFTER ALIGNMENT. CONT.. GALVANIZED LINTEL L 4 x 4 x 1 /4. WELD ALL JOINTS. TOUCH UP WITH Z.R.C. AFTER WELDING. ELEV. ANGLE 6 x 3-1/2 x 5/16 AT EACH SECOND JOIST BTTOM PANEL POINT AND AT 5' 0" O.C. ON WIDE FLANGE BEAMS. 02 TYPICAL SECTION of �9 WILTON N 23278-ST 28' 7" C� 0 46' 8-3/4" ROOF OVERFRAMING PLAN 2-1 /2", 20 GAGE CUNT, RAFTER" ALIGN WITH EACH MAIN ROOF JO TOP CHORD PANEL POINT, BELOV 3-518", 20 GAGE BRIDGING BETWEEN STUDS AT 5' 0" O.C. ELEV. 22' 2", TYP. 3-5/8", 20 GAGE STUDS WITH CONT. BOTTOM TRACK. CENTER TRACK ON EACH MAIN ROOF JOIST. CENTER STUDS ON JOIST TOP CHORD PANEL POINTS. O3 SECTION . 22' 2", TYP. . 22, 20, TYP. OF �9 HAIL f LTON 23278-ST � x z� 0 �3 A Z Z ¢ Q � U � H z3 ¢Low ww��w o cx ¢ w w� o T W w H H ZD Qi C V 1- �� z w Q LL— SgI- N M TOTAL SQ, FT., RETAIL SQ. FT,& INCL Rx STUCK SQ. FTa Rx SQ, FT.& TOTALS 713 OPEN MEZZANINEi SCALEi N/A AS NOTED DATEo DRAVING BYr EVH DRAE?II;JG MANAGERa LAYOUT COOM vs STORE NUMBERS 2200 L OCATIONt PUTNAM AVENUE MARSTON MILLS, MA. DRAWING NUMBER, 6043MMS5