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1021 ATLANTIC BLVD #977 - PET SUPPLIES - ADDITIONAL DRAWINGSNORTH LOCATION MAP 1lr�_ VICINITY MAP GREAT rMCE80 NO TBEGGHGO 1021 ATLANTIC BLVD., UNIT 977 ATLANTIC VILLAGE SHOPPING CENTER ATLANTIC BEACH, FL 32233 DEFERRED SUBMITTALS - THE FOLLOWING PORTIONS OF THE DESIGN SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED PRIOR TO INSTALLATION. SEPARATE PERMITS MAY BE REQUIRED -SIGNAGE -FIRE ALARM (IF APPLICABLE) -FIRE SPRINKLER MODIFICATION (IF APPLICABLE) - ALL DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITHIN 30 DAYS AFTER THE ISSUANCE OF PERMIT. - ARCHITECT OF RECORD SHALL BE RESPONSIBLE FOR COORDINATING ALL SUBMITTAL DOCUMENTS PREPARED BY OTHERS. ALL DEFERRED SUBMITTALS SHALL BE COORDINATED BY CONTRACTOR AT TIME OF PERMIT. SCOPE OF WORK PROJECT CONSISTS OF A RENOVATION TO AN EXISTING 9,733 SF STORE FOR A NEW PET SUPPLIES RETAIL STORE INCLUDING PET GROOMING SERVICES. WORK INCLUDES: INTERIOR WALLS, CEILING, FINISHES INTERIOR DOORS NEW GLASS AND ALUMINUM STOREFRONT ENTRANCE PLUMBING HVAC ELECTRICAL POWER AND LIGHTING RETAIL DISPLAY FIXTURES AND RACKING REVISIONS REVISION I DATE I DESCRIPTION SHEETS CODES A. 2010 FLORIDA BUILDING CODE B. 2010 FLORIDA BUILDING CODE - PLUMBING C. 2010 FLORIDA BUILDING CODE - FUEL GAS D. 2010 FLORIDA BUILDING CODE - MECHANICAL E. 2011 NATIONAL ELECTRIC CODE F. 2010 NFPA 101 LIFE SAFETY CODE - WITH FLORIDA MODIFICATIONS 2010 FLORIDA FIRE PREVENTION CODE BUILDING INFORMATION: BUILDING: EXISTING USE GROUP: M, MERCANTILE CONSTRUCTION TYPE: IIB BUILDING IS FULLY SPRINKLED EXISTING FIRE ALARM SYSTEM TO BE MODIFIED FOR NEW LAYOUT GROSS LEASED AREA: SALES AREA, LAVS: GROOMING SERVICES: STOCKROOM: TOTAL OCCUPANT LOAD TRAVEL DISTANCE PERMITTED: PROVIDED: PLUMBING FIXTURE COUNT 11,221 S.F.* 9,703 S.F. @ 1 OCC/30 S.F. = 324 OCC. 795 S.F. @ 1 OCC/100 S.F. = 8 OCC. 723 S.F. @ 1 OCC/300 S.F. = 8 OCC. 340 OCC. 250'-0" MAXIMUM 86'-0" ACTUAL WATER CLOSETS: 1/500 = 1 REQUIRED; 1 PROVIDED MEN 1 REQUIRED; 2 PROVIDED WOMEN LAVATORIES: 1/750 = 1 REQUIRED; 1 PROVIDED MEN 1 REQUIRED; 1 PROVIDED WOMEN DRINKING FOUNTAIN: 1/1000 = 1 REQUIRED; 2 PROVIDED (HI -LO UNIT) SERVICE SINK: 1 REQUIRED; 1 PROVIDED. EXIT WIDTH REQUIRED: 0.2 INCHES 249 OCCUPANT LOAD: 68.0 INCHES PROVIDED: 132 INCHES MAIN ENTRY DOOR = 72 INCHES EGRESS DOOR = 60 INCHES (2 DOORS AT 30 INCHES EA) NUMBER OF EXITS REQUIRED REQUIRED: 2 PROVIDED: 2 * LEASEABLE AREA IS TO BE MEASURED PER BOMA STANDARDS (EXTERIOR FACE OF EXTERIOR WALLS AND CENTERLINE OF SHARED WALLS). LANDLORD REQUIRED CONTRACTORS: INDEX OF DRAWINGS C1.0 COVER SHEET C2.0 SCOPE OF WORK MATRIX C3.0 APPROVED -VENDORS SCHEDULE C4.0 GENERAL INFORMATION AS1.0 ARCHITECTURAL SPECIFICATIONS AS1.1 ARCHITECTURAL SPECIFICATIONS AS1.2 ARCHITECTURAL SPECIFICATIONS AS1.3 ARCHITECTURAL SPECIFICATIONS AS1.4 ARCHITECTURAL SPECIFICATIONS AS1.5 ARCHITECTURAL SPECIFICATIONS AS1.6 ARCHITECTURAL SPECIFICATIONS AS1.7 ARCHITECTURAL SPECIFICATIONS AS1.8 ARCHITECTURAL SPECIFICATIONS D1.0 DEMOLITION PLAN A1.0 FLOOR PLAN A2.0 FIXTURE PLAN AND FLOOR FINISHES PLAN A3.0 REFLECTED CEILING PLAN A4.0 ENLARGED PLANS A5.0 EXTERIOR ELEVATIONS A6.0 INTERIOR ELEVATIONS A6.1 INTERIOR ELEVATIONS A6.2 INTERIOR ELEVATIONS A7.0 WALL SECTIONS A8.0 DETAILS A8.1 DETAILS A8.2 DETAILS A9.0 DOOR SCHEDULE AND DETAILS A9.1 FINISH SCHEDULE MP1.0 MECHANICAL AND PLUMBING SPECIFICATIONS M1.0 MECHANICAL PLAN M2.0 MECHANICAL SCHEDULE AND DETAILS P1.0 PLUMBING PLAN P2.0 PLUMBING SCHEDULES AND DETAILS P3.0 PLUMBING DETAILS ES1.0 ELECTRICAL SPECIFICATIONS E1.0 POWER SYSTEMS PLAN E2.0 LIGHTING PLAN E3.0 ELECTRICAL SCHEDULES AND DETAILS E4.0 ELECTRICAL SCHEDULES, GENERAL NOTES AND DETAILS TENANT PET SUPPLIES PLUS 17197 N. LAUREL PARK DRIVE SUITE 402 LIVONIA, MI 48152 ARCHITECT: JOE HOCHENDONER PHONE: 734.793.6671 FAX: 734.793.6700 CONSTRUCTION CONTACT: SHAUN MACLELLAN PHONE: 440.829.9139 CONTACTS LANDLORD: EQUITY ONE, INC. 1600 NE MIAMI GARDENS DRIVE NORTH MIAMI BEACH, FL 33179 CONTACT: JOHN THIRKELL PHONE: 814-659-7052 Email: jthirkell@equityone.net BUILDING DEPARTMENT: TI ARCHITECT CITY OF ATLANTIC BEACH HERSCHMAN ARCHITECTS BJUILDING DEPARTMENT 25001 EMERY ROAD 800 SEMINOLE ROAD SUITE 400 ATLANTIC BEACH, FL 32233 CLEVELAND, OHIO 44128 CONTACT: SHIRLEY GRAHAM PHONE: 904-247-5826 FAX: 904-247-5845 TI MEP ENGINEERS BLUE STREAK SERVICES 25001 EMERY ROAD SUITE 400 CLEVELAND, OHIO 44128 CONTACT: PETER FITZGERALD PHONE: 216-223-3200 FAX: 216-223-3210 CONTACT: CAROLINA GANDINI-BENNETT PHONE: 216-223-3229 FAX: 216-223-3210 GENERAL CONTRACTOR ENGELKE CONSTRUCTION SOLUTIONS 150 PEARL ROAD BRUNSWICK, OHIO 44212 CONTACT: ERIC ENGELKE PHONE: 330-273-2222 FAX: 330-273-1752 Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT 7� • Drawn By: GGA Project No.: 15179 ® Q nvGj n� V �0 W Z W 0 o WE Cr) tea_ {tea~N a 0 = M aa 0�� 0 W>LL. J C'" Q � V w > Z m U J V Z ~ Z a_a Q CM Q O Q 11FA IN HESCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR9�693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com r __4 \ r; e V Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschmen Architects, Incorporated. Date 71SSU e 02-15-16 PERMIT • TENANT REVIEW Drawn By: c9b Project No.: 1511a HERSCHMAN ARCHITECTS IN C O RP O R A TE D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, CH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com C2.0 DIVISION OF WORK: (WHITE BOX DEAL) ALL WORK SHOWN ON THE PLANS TO BE COMPLETED BY LANDLORD AND PSP'S G.C. AS OUTLINED • ■ BUILD-OUTPROJECT TYPE: PET SUPPLIES PLUS GENERAL REQUIREMENTS QQ& ELECTRICAL CAN_DLORD SHALL PAY THE 60 -ST F—OR ALL TA`P,IMPAC_T_ INCOMING SERVICE TO LOCATION SHOWN ON TENANT PLANS ►•• rr CONNECTION & OTHER SIMILAR FEES REQUIRED FOR TENANT'S USE & DISTRIB. BOXES, CABLES, POWER POLES ♦.� �•� ••. 816w_ • __ — J111 1 �� PANELS / METERS 62 W 745P.1 CONSTRUCTION DOCUMENTS 960,_1 ;SS -16 30*i X08 ERMITS/APPROVAL i= VNI 979-11 IN I ERIOR DISTRIBUTION & FINAL CONNECTION REFER TO OFFICE PLANS FOR ADDITIONAL INFORMATION *1004 CERTIFICATE OF OCCUPANCY JUN �,-TION BOXES 8*0_4� W TEMPORARY UTILITIES —TEMPORAR—YLIGHTING— INTERIOR LIGHTING 1 _12, EXIT AND EMERGENCY LIGHTING .• �•• ♦• i•. !tj.P�4, ASBESTOS AND MOLD TESTING WITH ABATEMENT REPORT FOR THE PREMISES ... ... 9,1; i -W-4 — ____ — j**j**j 1 LOW VOLTAGE (VOICE, DATA, MUSIC) CONDUIT AND WIRE ... .: - - APPROVED VENDOR PRE -WIRES DURING THE CONSTRUCTION PHASE UTILITY FEES (DURING CONSTRUCTION) CASH WRAP POWER POLE(S)_ 1 2" EMT POWER POLE AT CASH WRAPS (RAW STEEL) &64 WASTE CONTAINER/HAULING DURING CONSTRUCTION ONLY PON 14 ME TELEPHONE CONDUIT PHONE BOARD go 1 1" TELEPHONE CONDUIT WITH PULL WIRE STUBBED INTO TENANT SPACE FROM V%84 ROOF - WATERTIGHT, GOOD CONDITION 01 Sig t* * iter*i I MASTER TELEPHONE PANEL •• •N♦1;140i •EQUIPMENT ♦•►•. ♦ , SLAB MOISTURE TEST SLAB LEVELING i- •. • APPLICABLE) INCLUDING ADDITIONAL DEVICES AS •UIRED ♦•' i•. •• ♦•.CLEAN UP 14 ♦•1 HE ►iii :•i•:FIRE ALARM• . • . CONNECTION STUBBED TO •• i•. ♦. ♦•� DEMOLITION iN*04 TENANT SPACE SITE WORK • • 1 ► • FIRE ALARM SYSTEM • ►iii ►•�•:- TENANT DEVICES, FINAL CONNECTIONTO ••' i•• •• ••. ;f*f4 TEWALLS, ROOF, ETC) ENERGY NANTS SHELL SPACETO PROVIDE TENANTS SHELL IN COMPLIANCE WITH ALL G• ►iii PO: ••LANDLORDS SYS. OR INDEPENDENT SYS. BASED ON SITE SPECIFIC OR ile COMPLANCE CODES. APPLICATION 4 ADA CURB RAMP(S) -NEW IF NEEDED, OR EXIST. IN GOOD CONDITION PROVIDE A SLOPED RAMP FROM SIDEWALK TO PARKING SURFACE COMPLYING WITH ALL GOVERNING ACCESSIBILITY REQUIREMENTS S'S**'! t1. Ai4. XTERIOR BOLLARDS muumuu ♦• ►.. �•♦ i••LIGHTING 142VA 0"* ►.-� •� ��. �•-�EXTERIOR, - PARKING • •. • -CONDITIONiii/►iii�� ♦•/ ►•♦ ♦•' ►•• . . �•� PROVIDE FLO•-SLAB• PLUMBING LEAVE -OUT • - • 111 - BUILDING MOUNTED LIGHTING AT NEW EGRESS DOORS AND OVERHEAD DOORS ♦•1 ►•♦►iii i•�•: PROVIDE SMOOTH,UNIFORM,••- READY •- TENANT'S FINISHES. Ov & CON CRE T E SCISSOR LIFT PAD (IF APPLICABLE) PRO ADE CONCRETE PAD AT NEW SCISSOR LIFT SLOPE PAD SO 104-41 INTERIOR CONCRETE SLAB - LEVELING 960-1, FLOOR LEVELING A GENT TO BE COMPATIBLE WITH TENANTS FLOOR FINISH. ��•� �•�•� �••.� iii ►•ii !�•i� �ii� DRAINS AWAY FROM BUILDING. PROVIDE ALL NECESSAf�RY /►��! ll�� 111 �•ii CONCRETE PAD EDGE CONDITIONS PER SITE SPECIFIC REQUIRE. ENTS. lonamon 01 CARPENTRY 0 S-04 1010M F*Q'i A;W R LIFT CISSO (IF A PPLICABLE) TO BE PURCHASED THRU PSP'S NATIONAL VENDOR id*1601 5*M. MR! 5e-40-11 DEMISING WALL STRUCTURE LEVEL 4 FINISH, PROVIDE FIRE ASSEMBLY RATING REQUIRED FOR PET SUPPLIES • �' s• ONDITION, REPAIR AS NEEDEDi i•: i OCCUPANCY. �•: •• i•. �••DUMPSTER PAD ENCLOSURE AS REQ. BY LOCAL57•1 14-14 WIMP 9 -PLUS THERMAL INSULATION, VAPOR BARRIER, ETC. AS REQUIRED BY CODE. • • ♦ • ♦ MINIMUM 25'Ml2'Dx7'H TRASH ENCLOSURE & SPACE INSIDE THE: ENCLOSURE - ►•• DEMISING WALLS (GYPSUM BOARD, TENANT SIDE) LEVEL 4 FINISH, PROVIDE FIRE ASSEMBLY RATING REQUIRED FOR PET SUPPLIES • •, ' • • iii �ii� i••O•: •" YARD� ►iii ►iii USE & AT EXTERIOR DEMISING LOCATIONS PROVIDE i�i•i•� ••••. TOTES FOR PLASTIC RECYCLING. Wi•i= ►•i_•: THERMAL INSULATION, BARRIER,• D BY CODE. �..■ •• ■i•:■�•♦EXTERIOR WALLS ►iii FURRED PARTITION ALONG DEMISING WALL FURRED OUT DEMISING WALL TO CREATE A CONTINUOUS FLUSH WALL FROM ► • • ♦ • : • 02 11i STOREFRONT GLAZINGFRAMES PROVIDE THERMAL B- • ALUMINUM FRAME. GLAZING,i ►'•� ►•• •• ►�•�� FINISH FLOOR TO UNDERSIDE OF DECK FOR THE ENTIRE WALL LENGTH ••RNI! muni •TEMPERED.STOREFRONT 62 34 REUSED • A ►�DAIR. ��INTERIOR .. _ • . - �•••i❖ LEVEL 4 FINISH •• W 1W X CODES & IS APPROVED i9W i i M►•• THRU WALL PENATRATIONS AND ' "IM104, REUSED, REPAIR AND CLEAN AS REQUIRED FOR LIKE NEW CONDITION. BY FIRE SEPARATION ASSEMBLY LL PENETRATIONS i•• ♦• .•• ,•• .. ,IR,MODIFY AS NEEDED, PROVIDED NEW, E ♦•1 ►•• ••. SOUND ATTENUATION INSULATION PROVIDE FULL HEIGHT OF WALL WITH STC RATING OF 50 OR BETTER Z46; 8 W_ 0 -pi -pi r&44 EXISTING RECESSED OR RAISED DELIVERY DOCK IF EXISTING DELIVERY DOCK IS TO BE REUSED, PROVIDE WORK AS 90 MILLWORK CABINETRY ALSO REFER TO'TENANT/VENDOR SUPPLIED ITEMS RESPONSIBILITY SCHEDULE'. !�!�! ►!i!� 840! 1,48 OUTLINED IN THESE CONSTRUCTIONDOCUMENTS. i:: ::: i i s ::FOR ADDITIONAL INFORMAITON CONCRETE PAD IN FRONT OF OVERHEAD DOOR PROVIDE CONCRETE PAD AT NEW OVERH EAD DOOR LO—CATION. (MINI (IUM OF ;fO-; COUNTER TOPS / SHELVING 12'x12') SLOPE PAD SO WATER DRAINS AWAY FROM THE BUILDING. PROVIDE OFFICE AND ISOLATION ROOM �•�•� ��••� ��•� #04 ALL NECESSARY... .CONDITIONSWOOD ►i•:moi i❖i ►:•:i iii BLOCKING, RQ WPM. REQUIREMENTS. MR r4V__. 6441 INN!, ONS ARN TOILET ROOM ACCESSORIES SLAB ►-� • ♦ �- IKIN, I 2x4 BLOCKING AROUND SALES FLOOR PERIMETER ��• �� ice• LOADING AREA LANDLORD TO PROVIDE SITE AREA & NECESSARY CONSTRUCTION TO ALLOW W-4- VESTIBULE PROVIDE COMPLETE VESTIBULE TOREFRONT SYSTEM WITH GYPSUM BOARD & - 1181, I METAL STUD WALL ABOVE ON ALL SIDES OF VESTIBULE TO UNDERSIDE OF ROOF Wi DECK. MECHAN-ICAL NOTES *&N ON! ROOF PENETRATIONS, STRUCTURAL SUPPORT, CURBING, -PIERETRAT1#11IT-LOCATIORS & SIZES AS INDICATED ON DRANN-G-s. PROVIDE go ;! '�e�e -1 '��' FLASHING (IF APPLICABLE) STRUCTURAL SUPPORT, ROUT PENETRATIONS, INSULATED CURBS & FLASHING DOORS AND HARDWARE ff MOTME ►ems i0"!11&44, HVAC UNITS• • 1 ► • • • •' ►. • STOREFRONT ENTRANCE DOORS IWA HVAC DISTRIBUTION RECTANGULAR DUCTWORK WITH INSULATION WRAP AT ALL ICEALED AR i '18WH4 AUTOMATIC INTERIOR VESTIBULE DOORS ion .❖. �.•.� RNA -AUTOMATIC • :. ►.. ..' ►.. ... • - DOORS OVERHEAD DOOR 4_'4N HVAC DISTRIBUTION TO GROOMING, PUBLIC PET WASH AND SERVICE RECTANGULAR DUCTWORK WITH INSULATION VVRAP AT ALL CONCEALED REAS REQUIRED EXTERIOR EGRESS EXIT DOOR(S) 004 4 -U -N ROOMS (DUCTWORK/DIFFUSERS) (ABOVE CEILINGS) INTERIOR DOORS, FRAMES - THERMOSTATS & CONTROL WIRE r_'r_4P__EXHAUST ._. ... ._. ... FANS AND DISTRIBUTION 111 ..• ..... ',*;f. .. ,.. .. :.. .. :.. .•... ..... :.... ....� 1DD©DO©® WNS . i A.F.F. FINISHES sm ME; FLOW TAMPER SWITCHES, HEADS TURNED UP TO ROOF STIR SPRINKLER MAIN el*, 6 .•.U!R .. ... •❖• •❖,16'-0"► .. LAYOUT.AIN& BRANCH LINES ..E NOT TO BE ►. ; •• FLOOR FINISH �•••� �♦••� ♦•' i•� ♦• ••.♦•1■iii■ i•� ♦• 84♦ • ♦ • • ••■iii � . ► • ♦ ♦ s ••� ♦• :•.. •♦ •.. ice. �� •� ►•• ♦• ►•• ••� ■ ►•• ••CERAMIC ►•• ♦.I ■ ■ ►•••• �••�� •�� •��SERVICE iii �� AND START-UP iii i i : iii 4N34FRP -��■=-� ■►•.■!i!•! PANELS ?49*i GAS PIPING TO ROOF TOP UNITS (IF APPLICABLE) ►��■ �� If, OV5 5-01 CEILING (2 x 4 LAY -IN) SY'Stil 0 1121K., :111 ept 0 AIRWRt'44 PROVIDE CERTIFIED AIR BALANCE LETTER PLUMBING NOTES F ■ ■ ■ 1/2" WATER SERVICE INTO TENANT SPACE INCLUDIAG ALL REQUIRED METERING, BACKFLOW AND VALV 006 1E*N4 ZON UB -METERING INCLUDING ALL REQUIRED BACKFLOW AND VALVES P -4W.1 4 Z_WANITARY CONTRACTOR TO VERIFY EXACT LOCATION, SIZE, DEPTH & FLOV�V DIRECTION 0*6 Z10% PRIOR TO START OF WORK 5 6 Z; �� '��•� �•••� �� GAS SERVICE AND METER i❖i 1100 MBH STUBBED TO TENANT ■ ►:•:� ■ iii ■:�•�: SPACE 91fel_'. xzli ALL PIPING, FITTINGS, VENTS, ETC. EATER nu Ki ��•�• �.�•� ■ iii ■ �_�•� FINAL CONNECTIONS I �� ♦ • ► • • DRINKING FOUNTAINS � � / ._. r __4 \ r; e V Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschmen Architects, Incorporated. Date 71SSU e 02-15-16 PERMIT • TENANT REVIEW Drawn By: c9b Project No.: 1511a HERSCHMAN ARCHITECTS IN C O RP O R A TE D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, CH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com C2.0 . • - ITEMS OF • - • 3. INTERIOR DECOR INSTALL LLI w CO CL w = J J0 W Of U_ co TENANT /VENDOR SUPPLIED ITEMS RESPONSIBILITY SCHEDULE a- w 13 w> 0 0 (WHITE BOX/ AS -Ick.:) DEALS) J 0 0 0 a. UJ DO PHONE: (512) 380-8544 CART CORRAL �.0 �.0 z z M Q Lu a a a a 0-�1:510-10- 51 ITEMS OF CONSTRUCTION NOTES 0 MISC. LABOR GC TO PROVIDE 8 HOURS OF MISC. LABOR AFTER TURN OVER TO PSP FOR FIXTURE SET-UP AND or SCOTT SITYMSKE MERCHANDISING. 0 WALL BUMPERS & CORNER GUARDS • CART CORRAL 0 0 EXTERIOR SIGNAGE GC TO PROVIDE POWER CIRCUIT & SHALL MAKE FINAL ELECTRICAL CONNECTION, COORDINATE ROUGH -IN LOCATION REQUIREMENTS & TIMELY INSTALLATION WITH SIGN 14 13 5 2,3 VENDOR. POWER TO BE PROVIDED WITHIN 5'-0" OF SIGN POWER BOXES. GC & SIGN VENDOR TO HAVE SITE MEETING TO COORDINATE PRIOR TO SIGN INSTALLATION. 0 INTERIOR SIGNAGE 0 INTERIOR RETAIL SIGNAGE 0 INTERIOR DECOR 2,3 2,3_ 6 0 NTERIOR DECOR 0 PET WASH TUBS GC SHALL SET AND SECURE TUBS TO FLOOR. MAKE FINAL PLUMBING CONNECTIONS. GC SHALL SET AND SECURE DRYER TO SHELF. MAKE FINAL PLUMBING & ELECTRICAL CONNECTIONS. 6 0 0 FORCED AIR DRYERS 16 '0 7. LIGHT FIXTURES 0 SALES FLOOR DISPLAY FIXTURES GC SHALL INSTALL SURFACE MOUNTED 2x4 FIRE RETARDANT BLOCKING ON PERIMETER WALLS FOR DISPLAY FIXTURE ATTACHMENT. REFER TO INTERIOR SALES FLOOR DISPLAY FIXTURES �. ' iii ►•Oi■ ..!■iiiSTOCKROOM ELEVATIONS. 16 0 GREENFIELD, WI 53228 STOCKROOM STORAGE FIXTURES 15 0 GENEO OBERST 0 AQUARIUM FIXTURES GC TO MAKE ALL FINAL ELECTRICAL CONNECTIONS. GC TO PROVIDE ALL PLUMBING PER VENDORS REQUIREMENTS. AQUARIUM FIXTURES SCHEDULED FOR DELIVERY 111,11 13' PHONE: (414) 529-7163 4' EXIT & EMERGENCY LIGHTING Qbt PHONE: (216) 432-3000 AFTER TURN OVER TO PSP FOR FIXTURE SET-UP AND MERCHANDISING. 7 0 CASH -WRAP POWER POLES 0 INTERIOR LIGHT FIXTURES AND LAMPS LIGHTING PACKAGE ORDERED BY GC FROM ELECTRICAL VENDOR AND PAID FOR BY PSP LIGHTING PACKAGE ORDERED BY GC FROM ELECTRICAL VENDOR AND PAID FOR BY PSP 7 0 0 EXIT & EMERGENCY LIGHTING 7 TELEPHONE & DATA WIRING WITHIN SPACE 9. SECURITY SYSTEM 0 CASH -WRAP POWER POLES ORDERED BY GC FROM ELECTRICAL VENDOR AND PAID FOR BY GC. TELEPHONE AND DATA JACK TERMINATIONt- 0 STANLEY DOOR SYSTEMS TELEPHONE & DATA WIRING TO SPACE TELEPHONE EQUIPMENT 29"11110►.• 0 TELEPHONE & DATA WIRING WITHIN SPACE GC TO PROVIDE CONDUIT WITH PULL WIRE PER OFFICE PLAN. REFER TO ELECTRICAL DRAWINGS. ® ■i!i! 13!i!v!, 0 TELEPHONE AND DATA JACK TERMINATIONS GC TO PROVIDE CONDUIT WITH PULL WIRE PER OFFICE PLAN. REFER TO ELECTRICAL DRAWINGS. 0 PHONE: (248) 348-8150 x200 SYSTEM JACK TERMINATIONS TELEPHONE EQUIPMENT 12 0 EMAIL: nicole.starkey@harmonsign.com 10SECURITY SYSTEM WIRING POS SYSTEM HARDWARE 12 i�■!MUSIC 0 POS SYSTEM WIRING 12 11. SCISSOR LIFT OR TOW MOTER 0 POS SYSTEM JACK TERMINATIONS 9 •�'.•.!MUSIC ..... TOYOTA MATERIAL HANDLING 000 SOUNDSYSTEM WIRING SECURITY SYSTEM WIRING 9 ,.�...MUSIC 5667 EAST SCHAAF ROAD SOUND SYSTEM SPEAKERS SECURITY SYSTEM DEVICES 1 .•.. CLEVELAND, OH 44131 �, .WRAPS MUSIC SOUND SYSTEM HARDWARE 1 D�•i ED BOROWY �!MILLWORK GROOMING• • MUSIC SOUNDSYSTEM WIRING GC SHALL SECURE CASH WRAPS TO FLOOR ALL MILLWORK (BESIDES CASH WRAPS & MILLWORK GROOMING STATION) IS THE GC'S RESPONSIBILITY GC TO MAKE ALL FINAL CONNECTIONS. FOR PSP'S TENANT BUILD OUT CONNECT -TO EXISIM OR PROVIDE AN INDEPENDENT FIRE ALARM 1 PHONE: (800) 722-1211 PHONE: (724) 612-3409 MUSIC SOUND SYSTEM SPEAKERS 16 • EMAIL: bob.schmitt@retalix.com CASH WRAPS 0 MILLWORK GROOMING STATION 15. AQUARIUM FIXTURES �ATH MASTER SOAP SYSTEM 17. MILLWORK 18. FLOORING EPDXY/STAINED CONCRETE MARINELAND RETAILER SYSTEMS SOR LIFT 0 CASH WRAP POWER, VOICE, AND DATA 8 9 DOOR LOCKS & KEYS 6 0 JOE BENADUM 0 BATH MASTER SOAP SYSTEM 11 PONCH ZIZUMBO PHONE: (614) 793-1962 0 SCISSOR LIFT 19 PHONE: (805) 222-3605 EMAIL: Joe.Benadum@lozier.biz 0 FIRE ALARM CELL: (440) 212-2430 FAX: (805) 517-7142 SYSTEM AS REQUIRED. COORDINATE WITH LANDLORD AND PSP VENDOR . • - ITEMS OF • - • 3. INTERIOR DECOR INSTALL ►•ii �ii� MOOD - Musak i• �i MISC. LABOR ENGELKE CONSTRUCTION 13 JASON TORRES WALL BUMPERS & CORNER GUARDS j j 4., 5401 HEARTNECK PHONE: (512) 380-8544 CART CORRAL BRAD DETWILER VALLEY CITY, OH 44280 u o EXTERIOR SIGNAGE or SCOTT SITYMSKE Design and construction documents EMAIL: Jason.torres@moodmedia.com INTERIOR SIGNAGE PHONE: (330) 273-2222 LARRY RUSSELL INTERIOR RETAIL SIGNAGE EMAIL: brad@engelkecs.com documents for purposes other than PHONE: (330) 220-0802 the specific project named herein is NTERIOR DECOR EMAIL: scott@engelkecs.com CELL: (216) 323-5248 1 PET WASH TUBS fool EMAIL: larry@centralcominc.com 5. EXTERIOR SIGNAGE FORCED AIR DRYERS 7. LIGHT FIXTURES REVIEW ►:•;� EVERBRITE, LLC 4949 S. 110TH ST. SALES FLOOR DISPLAY FIXTURES �. ' iii ►•Oi■ ..!■iiiSTOCKROOM • STORAGE 4700 SPRING ROAD GREENFIELD, WI 53228 � r4 AQUARIUM FIXTURES CLEVELAND, OH 44131 GENEO OBERST JOHN PORTER INTERIOR LIGHT FIXTURES AND LAMPS STEVE LIAS 111,11 13' PHONE: (414) 529-7163 4' EXIT & EMERGENCY LIGHTING Qbt PHONE: (216) 432-3000 FAX: (888) 774-3500 EMAIL: JPorter@everbrite.com CASH -WRAP POWER POLES EMAIL: slias@leffelectric.com EMAIL: rwilson@bass-security.com -OR- t TELEPHONE & DATA WIRING TO SPACE TELEPHONE & DATA WIRING WITHIN SPACE 9. SECURITY SYSTEM 13 HARMON SIGN TELEPHONE AND DATA JACK TERMINATIONt- PROTECTION ONE STANLEY DOOR SYSTEMS 46593 GRAND RIVER AVE. TELEPHONE EQUIPMENT 29"11110►.• NOVI, MI 48374 0" POS SYSTEM HARDWARE ® ■i!i! 13!i!v!, NICOLE STARKEY POS SYSTEM WIRING ®0:•:.:0►:•:.�.•..:POS PHONE: (256) 776-8902 PHONE: (248) 348-8150 x200 SYSTEM JACK TERMINATIONS O!•� EMAIL: nicole.starkey@harmonsign.com 10SECURITY SYSTEM WIRING M 13i!i!■!� i�■!MUSIC i�i SECURITY SYSTEM DEVICES 11. SCISSOR LIFT OR TOW MOTER SOUND SYSTEM HARDWARE 00'•'•'x► ..... •�'.•.!MUSIC ..... TOYOTA MATERIAL HANDLING 000 SOUNDSYSTEM WIRING 00...E ,.�...MUSIC 5667 EAST SCHAAF ROAD SOUND SYSTEM SPEAKERS ►••.� .•.. CLEVELAND, OH 44131 �, .WRAPS DORIE GUNDERSON ►•••� D�•i ED BOROWY �!MILLWORK GROOMING• • PHONE: (800) 326-2460 EMAIL: dgfm@aol.com PHONE: (888) 424-6287 FAX: (908) 849-4295 PHONE: (800) 722-1211 PHONE: (724) 612-3409 EMAIL: georders@c-sgroup.com EMAIL: edb@tmhoh.com EMAIL: bob.schmitt@retalix.com 15. AQUARIUM FIXTURES �ATH MASTER SOAP SYSTEM 17. •ii�►iii■11 18. FLOORING EPDXY/STAINED CONCRETE MARINELAND RETAILER SYSTEMS SOR LIFT ELITE COATINGS LLC 6144 CONDOR DR. TENANT / VENDOR SUPPLIED ITEMS RESPONSIBILITY SCHEDULE (TURNKEY DEAL) NOTES GC TO PROVIDE 8 HOURS OF MISC. LABOR AFTER TURN OVER TO PSP FOR FIXTURE SET-UP AND MERCHANDISING. GC TO PROVIDE POWER CIRCUIT & SHALL MAKE FINAL ELECTRICAL CONNECTION, COORDINATE ROUGH -IN LOCATION REQUIREMENTS & TIMELY INSTALLATION WITH SIGN VENDOR. POWER TO BE PROVIDED WITHIN 5'-0" OF SIGN POWER BOXES. GC & SIGN VENDOR TO HAVE SITE MEETING TO COORDINATE PRIOR TO SIGN INSTALLATION. GC SHALL SET AND SECURE TUBS TO FLOOR. MAKE FINAL PLUMBING CONNECTIONS. GC SHALL SET AND SECURE DRYER TO SHELF. MAKE FINAL PLUMBING & ELECTRICAL CONNECTIONS. GC SHALL INSTALL SURFACE MOUNTED 2x4 FIRE RETARDANT BLOCKING ON PERIMETER WALLS FOR DISPLAY FIXTURE ATTACHMENT. REFER TO INTERIOR ELEVATIONS. GC TO MAKE ALL FINAL ELECTRICAL CONNECTIONS. GC TO PROVIDE ALL PLUMBING PER VENDORS REQUIREMENTS. AQUARIUM FIXTURES SCHEDULED FOR DELIVERY AFTER TURN OVER TO PSP FOR FIXTURE SET-UP AND MERCHANDISING. LIGHTING PACKAGE ORDERED BY LANDLORD FROM ELECTRICAL VENDOR AND PAID FOR BY LANDLORD LIGHTING PACKAGE ORDERED BY LANDLORD FROM ELECTRICAL VENDOR AND PAID FOR BY LANDLORD ORDERED BY GC FROM ELECTRICAL VENDOR AND PAID FOR BY GC. GC TO PROVIDE CONDUIT WITH PULL WIRE PER OFFICE PLAN. REFER TO ELECTRICAL DRAWINGS. GC TO PROVIDE CONDUIT WITH PULL WIRE PER OFFICE PLAN. REFER TO ELECTRICAL DRAWINGS. GC SHALL SECURE CASH WRAPS TO FLOOR ALL MILLWORK (BESIDES CASH WRAPS & MILLWORK GROOMING STATION) IS THE GC'S RESPONSIBILITY GC TO MAKE ALL FINAL CONNECTIONS, 1 --UN r5N'5 FENANT BUILD OUT CONNECT TO LANDLORD'S EXIST INGFIRE ALARM SYSTEM OR PROVIDE AN INDEPENDENT FIRE ALAR SYSTEM AS REQUIRED. COORDINATE WITH LANDLORD AND PSP VENDOR PET SUPPLIES PLUS APPROVED VENDORS 1. SOUND SYSTEM 2. INTERIOR DECOR 3. INTERIOR DECOR INSTALL 4. PHONE & DATA MOOD - Musak DESIGN FABRICATIONS ENGELKE CONSTRUCTION CENTRAL COM JASON TORRES 32400 INDUSTRIAL DRIVE j j 4., 5401 HEARTNECK PHONE: (512) 380-8544 MADISON HEIGHTS, MI 48071 BRAD DETWILER VALLEY CITY, OH 44280 u o or SCOTT SITYMSKE Design and construction documents EMAIL: Jason.torres@moodmedia.com MATT HARVELL PHONE: (330) 273-2222 LARRY RUSSELL PHONE: (800) 968-9440 EMAIL: brad@engelkecs.com documents for purposes other than PHONE: (330) 220-0802 the specific project named herein is EMAIL: mharvell@dfabdesign.com EMAIL: scott@engelkecs.com CELL: (216) 323-5248 Architects, Incorporated. Date EMAIL: larry@centralcominc.com 5. EXTERIOR SIGNAGE 6. PET GROOMING/PPW EQUIPMENT 7. LIGHT FIXTURES REVIEW 8. LOCKSMITH EVERBRITE, LLC 4949 S. 110TH ST. B -AIR DRYERS (INTEREX INC.) LEFF ELECTRIC BASS SECURITY SERVICES, INC. 550 S. AYON AVE. 4700 SPRING ROAD GREENFIELD, WI 53228 AZUSA, CA 90702 CLEVELAND, OH 44131 GENEO OBERST JOHN PORTER JOHNSON TAN STEVE LIAS GIRTMAN & ASSOCIATES PHONE: (888) 774-3400 x1133 PHONE: (414) 529-7163 PHONE: (626) 385-3300 x205 PHONE: (216) 432-3000 FAX: (888) 774-3500 EMAIL: JPorter@everbrite.com EMAIL: johnson@b-air.com EMAIL: slias@leffelectric.com EMAIL: rwilson@bass-security.com -OR- -OR- 9. SECURITY SYSTEM 10. STOREFRONT DOORS HARMON SIGN GROOMERS CHOICE PET PRODUCTS PROTECTION ONE STANLEY DOOR SYSTEMS 46593 GRAND RIVER AVE. 1501 N. INDUSTRIAL AVE. NOVI, MI 48374 SIOUX FALLS, SD 57104 MIKE BRADFORD DENNIS WEBB NICOLE STARKEY RAYAN OAKS PHONE: (412) 913-9185 PHONE: (256) 776-8902 PHONE: (248) 348-8150 x200 PHONE: (605) 782-0500 EMAIL: dennis.webb@sbdinc.com EMAIL: nicole.starkey@harmonsign.com EMAIL: Ryan@Senproco.com 11. SCISSOR LIFT OR TOW MOTER 12. POS SYSTEM 13. CART CORAL 14. WALL BUMPER/CORNER GUARDS TOYOTA MATERIAL HANDLING RETALIX INC. GROUP 4 RETAIL EQUIPMENT GRANDE ENTRANCE 5667 EAST SCHAAF ROAD 797 COMMONWALTH DR. CLEVELAND, OH 44131 WARRENDALE, PA 15086 DORIE GUNDERSON JEN MACCARTHY ED BOROWY BOB SCHMITT PHONE: (800) 326-2460 EMAIL: dgfm@aol.com PHONE: (888) 424-6287 FAX: (908) 849-4295 PHONE: (800) 722-1211 PHONE: (724) 612-3409 EMAIL: georders@c-sgroup.com EMAIL: edb@tmhoh.com EMAIL: bob.schmitt@retalix.com 15. AQUARIUM FIXTURES 16. DISPLAY FIXTURES 17. 18. FLOORING EPDXY/STAINED CONCRETE MARINELAND RETAILER SYSTEMS LOZIER FIXTURES ELITE COATINGS LLC 6144 CONDOR DR. MOON PARK, CA 93021 JOE BENADUM TONY WOJTON PONCH ZIZUMBO PHONE: (614) 793-1962 PHONE: (330) 741-3003 PHONE: (805) 222-3605 EMAIL: Joe.Benadum@lozier.biz CELL: (440) 212-2430 FAX: (805) 517-7142 EMAIL: tony@elitecoatingsllc.com EMAIL: ponch.zizumbo@unitedpetgroup.com 19. FIRE ALARM PROTECTION ONE MIKE BRADFORD PHONE (412) 913-9185 MICHAELBRADFORD@PROTECTION1.0 M LJ S �.CJ�J j j 4., u o Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I6 PERMIT REVIEW •TENANT Drawn By: G6YV Project No,: 15119 no V am 00 W �Z ou W UUON 07a N0 = Z O co �a~N a Oag =M � ' —� W>� J > Z m U —Q -i V Z Q Z a Q N H _ F- Q V_ Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com C3. 0 ACCESSIBILITY STANDARDS SIGNAGE SHOULD COMPLY W/ RELEVANT GUIDELINES AS FOLLOWS. A. ALL PERMANENT ROOM AND SPACE IDENTIFICATION SIGNAGE SHALL COMPLY WITH SECTIONS 1 THROUGH 5. B. ALL DIRECTIONAL AND INFORMATIONAL SIGNAGE SHALL COMPLY WITH SECTIONS 1 & 2. C. ALL IDENTIFICATION, INFORMATIONAL OR DIRECTIONAL SIGNAGE ABOUT ACCESSIBLE ELEMENTS AND FEATURES SHALL COMPLY WITH SECTIONS 1 THROUGH 5. SIGNAGE DESIGN CRITERIA: 1. FINISH AND CONTRAST: CHARACTER, SYMBOLS, BACKGROUNDS SHALL HAVE A NON -GLARE FINISH. CHARACTER & SYMBOLS SHALL CONTRAST A MIN. OF 70% W/ THEIR BACKGROUND. LRV FINISH (LIGHT REFLECTANCE VALUE) OF MATERIAL FINISHES SHALL BE ASTM E1349-90 OR EQUAL. 2. PROPORTIONS: CHARACTERS ARE TO HAVE A WIDTH -TO -HEIGHT RATIO OF 3:5 TO 1:1. CHARACTER STROKE WIDTH -TO -HEIGHT OF 1:5 TO 1:10. 3. RAISED CHARACTERS AND PICTORAL SIGN SYMBOLS: CHARACTER TYPE: 1/32" RAISED (MIN.) SANS SERIF UPPERCASE WITH GRADE 2 BRAILLE. CHARACTER SIZE: MIN.5/8" AND MAX. 2" HIGH PICTOGRAMS: ACCOMPANY W(VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. OUTSIDE DIMENSION OF PICTOGRAM FIELD TO BE MIN. 6" HEIGHT. CHARACTER PLACEMENT: CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT BRAILLE SHALL BE PLACED 3/8" (MIN.) & 1/2" (MAX.) DIRECTLY BELOW THE TACTILE CHARACTERS (FLUSH LEFT OR CENTER). IF TACTILE TEXT IS MULTILINE, ALL BRAILLE SHALL BE PLACED TOGETHER BELOWALL LINES OF TACTILE TEXT. 4. BRAILLE,- CONTRACTED RAILLE:CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER APPLICABLE STANDARDS REQUIRE BRAILLE. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL W/ 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUNMN OF DOTS IN THE FERST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A 1/40" MIN ABOVE THE BACKGROUND. DOTS SHALL BE DOMED OR ROUNDED. 5. MOUNTING LOCATION AND HEIGHT: INSTALL ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE NO WALL SPACE EXISTS ON THE LATCH SIDE OF THE DOOR (INCL. DOUBLE LEAFS), PLACE SIGN ON THE NEAREST ADJACENT WALL, PREFERABLY TO THE RIGHT SIDE. HEIGHT: 60" ABOVE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. LOCATION: PLACE SO THE APPROACHING PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT WNCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWINGING DOOR PATH. DOORS A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH-PULL OR PANIC TYPE HARDWARE 30 INCHES TO 44 INCHES ABOVE FLOOR. B. MAXIMUM FORCE TO OPERATE DOORS SHALL BE 5 LBS. PRESSURE. FIRE DOORS SHALL BE 15 LBS. MAXIMUM. C. FLOOR SHALL BE LEVEL AT ALL DOORS. 1. THRESHOLDS: THE FLOOR OR LANDING SHALL NOTE BE MORE THAN 1/2 -INCH LOWER THAN THE THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 -INCH AND 1/2 -INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. (SEE BELOW). 2. LEVEL FLOOR OR LANDING: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE ON AN EXIT DOOR. THE LEVEL AREA SHALL BE AS ILLUSTRATED IN FIGURE A. THE SPACE BETWEEN THE TWO CONSECUTIVE DOOR OPENING (VESTIBULE) SHALL PROVIDE 48 -INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH SPACE. (SEE BELOW) D. DOOR WIDTH AND HEIGHT: 3 -FEET WIDE AND 6 -FEET -8 -INCHES HIGH. CLEAR WIDTH: 32 -INCHES MINIMUM WITH DOOR OPEN 90 -DEG. MEASURED FROM THE FACE OF THE DRR TO THE OPPOSITE SIDE. E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERUPTED SURFACE TO ALLOW THE DOOR TO 13E OPENED BY A WHEELCHAIR FOOT - REST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. EACH GRADE LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORDS 'EXIT'. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT MY MEANS OF A STAIRWAY OR RAMP SHALL BE INDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: 1. 'EXIT STAIRS DOWN' 2. 'EXIT RAMP DOWN' 3. 'EXIT STAIR UP' 4. 'EXIT RAMP UP' EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS 'EXIT ROUTE'. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN SHALL BE INDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS 'EXIT ROUTE'. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN NOTES: 1. BASED ON INTERIOR NONBEARING PARTITIONS WITH ONE LAYER OF GYPSUM BOARD EACH SIDE; USE GAUGE, TYPE AS SCHEDULED UNLESS NOTED OTHERWISE ON DRAVVINGS. 2. RUNNER TRACK GAUGE TO MATCH STUD. 3. ALL WALLS SHALL HAVE 1-112" X16 GA, COLD ROLLED CHANNEL HORIZONTAL BRIDGING SPACED AT 6-0". WITH THE WORDS 'TO EXIT'. PROTRUDING OBJECTS A. PROJECTIONS FROM WALLS WITH A LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES ABOVE FLOOR MAY PROJECT 4 INCHES MAXIMUM. LEADING EDGE AT OR BELOW 27 INCHES MAY PROJECT ANY AMOUNT. FREESTANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES ABOVE FLOOR MAY PROJECT 12 INCHES MAX. PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE. B. PROVIDE MINIMUM OF 80 INCHES HEAD ROOM. ELECTRICAL A. ELECTRICAL RECEPTACLES (15, 20, AND 30 AMPS) SHALL BE AT LEAST 15 INCHES ABOVE THE FLOOR. B. SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES, COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 36" AND NO MORE THAN 48" A.F.F. C. FIRE ALARM INITIATING DEVISES SHALL BE 48" ABOVE THE FLOOR, GROUND OR SIDEWALK. SANITARY FACILITIES A. GEOMETRIC SYMBOLS 1. SYMBOLS A) MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4" THICK WITH SIDE 12" LONG AND VERTEX POINTING UPWARD. B) WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" DIAMETER. C) UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" DIAMETER, WITH A 1/4" THICK EQUILATERAL TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER. 2. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DINSTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. 3. RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPAINED BY BRAILLE IN CONFORMANCE WITH SECTION 1117B.5.6. THEY SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOGE. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTNG HEIGHT SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO THE CENTER OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. SECTION 1117B.5.6 A) LETTER TYPE: LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32 INCH (0.794mm) MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. B) SYMBOL SIZE: RAISED CHARACTERS OR SYMBOLS SHALL BE MINIMUM OF 5/8 INCH (15.9mm) HIGH. C) PICTORAL SYMBOL SIGNS (PICTOGRAMS): PICTORAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE EQUIVELANT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6 INCHES (152mm) IN HEIGHT. B. ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED VVITH AN AUTOMATIC CLOSING DEVICE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U -SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIREING THE USER TO GRASP OR TWIST. C. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MINIMUM OPERATING FORCE OF 3 LB./F OR BY A LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED ON THE WIDE SIDE SO AS TO BE OPERABLE WITHOUT REQUIREING EXCESSIVE BODY MOVEMENT. D. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. FLUSH CONTROLS ARE TO BE HAND OPERATED AND ARE TO MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER CLOSET AND ARE TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR. RIM ELEVATION TO BE 17 INCHES A.F.F. E. LAVATORY: PROVIDE AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE. TO 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR THE CLEARANCE AT LEAST 30 INCHES WIDE. TO 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROVIDE A CLEAR FLOOR SPACE 30 INCHES x 48 INCHES IN FRON T OF THE LAVAOTRY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. INSULATE HOT WATER AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CONTROLS ARE REQUIRED TO BE OPEARABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5 LB./F. F. ACCESSORIES: WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR. 1. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES A.F.F. 2. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12 INCHES OF THE FRONT EDGE OF THE TOILET SEAT, G. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL MEET THE SPECIFICATIONS OF THE AMERICAN DISABILITIES ACT AND THE STATE OF CALIFORNIS TITLE 24. H. SINGLE ACCOMODATION: A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN DIAMETER IS REQUIRED FOR SINGLE ACCOMODATION TOILET ROOMS. SYMBOLS LEGEND SECTION TAG: 00/A0.0 ROOM TAG: ROOM NAME PARTITION TYPE: F DETAIL TAG: 00 DATUM TAG: FINISH FLOOR Jk A0.0 0'-0" A.F.F. INTERIOR 00 DOOR TAG: O ELEVATION TAG X0.0 SHEET NOTE: O FINISH TAG: XX -0 DRINKING FOUNTAINS CLEAR FLOOR SPACE. A. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305, POSITIONED FOR A FORWARD APPROACH TO THE DRINKING FOUNTAIN, SHALL BE PROVIDED. KNEE AND TOE SPACE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE DRINKING FOUNTAIN. EXCEPTIONS: A. DRINKING FOUNTAINS FOR STANDING PERSONS. B. DRINKING FOUNTAINS PRIMARILY FOR CHILDREN'S USE SHALL BE PERMITTED WHERE THE SPOUT IS 30 INCHES (760 MM) MAXIMUM ABOVE THE FLOOR, AND A PARALLEL APPROACH COMPLYING WITH SECTION 305, CENTERED ON THE DRINKING FOUNTAIN, IS PROVIDED. C. IN EXISTING BUILDINGS, EXISTING DRINKING FOUNTAINS PROVIDING A PARALLEL APPROACH COMPLYING WITH SECTION 305, CENTERED ON THE DRINKING FOUNTAIN, SHALL BE PERMITTED. D. WHERE SPECIFICALLY PERMITTED BY THE ADMINISTRATIVE AUTHORITY, A PARALLEL APPROACH COMPLYING WITH SECTION 305, CENTERED ON THE DRINKING FOUNTAIN, SHALL BE PERMITTED FOR DRINKING FOUNTAINS THAT REPLACE EXISTING DRINKING FOUNTAINS WITH A PARALLEL APPROACH OPERABLE PARTS A. OPERABLE PARTS SHALL COMPLY WITH SECTION 309. SPOUT OUTLET HEIGHT. A. SPOUT OUTLETS OF WHEELCHAIR ACCESSIBLE DRINKING FOUNTAINS SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE THE FLOOR. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43 INCHES (1090 MM) MAXIMUM ABOVE THE FLOOR. SPOUT LOCATION A. THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM) MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES (125 MM) MAXIMUM FROM THE FRONT EDGE OF THE DRINKING FOUNTAIN, INCLUDING BUMPERS. WHERE ONLY A PARALLEL APPROACH IS PROVIDED, THE SPOUT SHALL BE LOCATED 31/2 INCHES (89 MM) MAXIMUM FROM THE FRONT EDGE OF THE DRINKING FOUNTAIN, INCLUDING BUMPERS. LOOSE LINTEL SCHEDULE INTERIOR WALLS INTERIOR METAL STUD SCHEDULE SIZE GA. TYPE 16" O.C. 24" O.C. MAX. UNSUPPORTED HT NOTES 1,2,3 L32x32x16 25 CSJ 12'-7" 11'-0" 3 5/8" 20 CSJ 15'-5" 13-5" CLEAR SPAN 18 CSJ 19'-1" 16'-8" 6 20 CSJ 23'-2" 20'-3" BOT R 8" 18 CSJ 28'-4" 24'-9" NOTES: 1. BASED ON INTERIOR NONBEARING PARTITIONS WITH ONE LAYER OF GYPSUM BOARD EACH SIDE; USE GAUGE, TYPE AS SCHEDULED UNLESS NOTED OTHERWISE ON DRAVVINGS. 2. RUNNER TRACK GAUGE TO MATCH STUD. 3. ALL WALLS SHALL HAVE 1-112" X16 GA, COLD ROLLED CHANNEL HORIZONTAL BRIDGING SPACED AT 6-0". WITH THE WORDS 'TO EXIT'. PROTRUDING OBJECTS A. PROJECTIONS FROM WALLS WITH A LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES ABOVE FLOOR MAY PROJECT 4 INCHES MAXIMUM. LEADING EDGE AT OR BELOW 27 INCHES MAY PROJECT ANY AMOUNT. FREESTANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES ABOVE FLOOR MAY PROJECT 12 INCHES MAX. PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE. B. PROVIDE MINIMUM OF 80 INCHES HEAD ROOM. ELECTRICAL A. ELECTRICAL RECEPTACLES (15, 20, AND 30 AMPS) SHALL BE AT LEAST 15 INCHES ABOVE THE FLOOR. B. SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES, COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 36" AND NO MORE THAN 48" A.F.F. C. FIRE ALARM INITIATING DEVISES SHALL BE 48" ABOVE THE FLOOR, GROUND OR SIDEWALK. SANITARY FACILITIES A. GEOMETRIC SYMBOLS 1. SYMBOLS A) MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4" THICK WITH SIDE 12" LONG AND VERTEX POINTING UPWARD. B) WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" DIAMETER. C) UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" DIAMETER, WITH A 1/4" THICK EQUILATERAL TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER. 2. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DINSTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. 3. RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPAINED BY BRAILLE IN CONFORMANCE WITH SECTION 1117B.5.6. THEY SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOGE. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTNG HEIGHT SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO THE CENTER OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. SECTION 1117B.5.6 A) LETTER TYPE: LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32 INCH (0.794mm) MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. B) SYMBOL SIZE: RAISED CHARACTERS OR SYMBOLS SHALL BE MINIMUM OF 5/8 INCH (15.9mm) HIGH. C) PICTORAL SYMBOL SIGNS (PICTOGRAMS): PICTORAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE EQUIVELANT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6 INCHES (152mm) IN HEIGHT. B. ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED VVITH AN AUTOMATIC CLOSING DEVICE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U -SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIREING THE USER TO GRASP OR TWIST. C. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MINIMUM OPERATING FORCE OF 3 LB./F OR BY A LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED ON THE WIDE SIDE SO AS TO BE OPERABLE WITHOUT REQUIREING EXCESSIVE BODY MOVEMENT. D. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. FLUSH CONTROLS ARE TO BE HAND OPERATED AND ARE TO MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER CLOSET AND ARE TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR. RIM ELEVATION TO BE 17 INCHES A.F.F. E. LAVATORY: PROVIDE AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE. TO 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR THE CLEARANCE AT LEAST 30 INCHES WIDE. TO 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROVIDE A CLEAR FLOOR SPACE 30 INCHES x 48 INCHES IN FRON T OF THE LAVAOTRY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. INSULATE HOT WATER AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CONTROLS ARE REQUIRED TO BE OPEARABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5 LB./F. F. ACCESSORIES: WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR. 1. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES A.F.F. 2. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12 INCHES OF THE FRONT EDGE OF THE TOILET SEAT, G. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL MEET THE SPECIFICATIONS OF THE AMERICAN DISABILITIES ACT AND THE STATE OF CALIFORNIS TITLE 24. H. SINGLE ACCOMODATION: A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN DIAMETER IS REQUIRED FOR SINGLE ACCOMODATION TOILET ROOMS. SYMBOLS LEGEND SECTION TAG: 00/A0.0 ROOM TAG: ROOM NAME PARTITION TYPE: F DETAIL TAG: 00 DATUM TAG: FINISH FLOOR Jk A0.0 0'-0" A.F.F. INTERIOR 00 DOOR TAG: O ELEVATION TAG X0.0 SHEET NOTE: O FINISH TAG: XX -0 DRINKING FOUNTAINS CLEAR FLOOR SPACE. A. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305, POSITIONED FOR A FORWARD APPROACH TO THE DRINKING FOUNTAIN, SHALL BE PROVIDED. KNEE AND TOE SPACE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE DRINKING FOUNTAIN. EXCEPTIONS: A. DRINKING FOUNTAINS FOR STANDING PERSONS. B. DRINKING FOUNTAINS PRIMARILY FOR CHILDREN'S USE SHALL BE PERMITTED WHERE THE SPOUT IS 30 INCHES (760 MM) MAXIMUM ABOVE THE FLOOR, AND A PARALLEL APPROACH COMPLYING WITH SECTION 305, CENTERED ON THE DRINKING FOUNTAIN, IS PROVIDED. C. IN EXISTING BUILDINGS, EXISTING DRINKING FOUNTAINS PROVIDING A PARALLEL APPROACH COMPLYING WITH SECTION 305, CENTERED ON THE DRINKING FOUNTAIN, SHALL BE PERMITTED. D. WHERE SPECIFICALLY PERMITTED BY THE ADMINISTRATIVE AUTHORITY, A PARALLEL APPROACH COMPLYING WITH SECTION 305, CENTERED ON THE DRINKING FOUNTAIN, SHALL BE PERMITTED FOR DRINKING FOUNTAINS THAT REPLACE EXISTING DRINKING FOUNTAINS WITH A PARALLEL APPROACH OPERABLE PARTS A. OPERABLE PARTS SHALL COMPLY WITH SECTION 309. SPOUT OUTLET HEIGHT. A. SPOUT OUTLETS OF WHEELCHAIR ACCESSIBLE DRINKING FOUNTAINS SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE THE FLOOR. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43 INCHES (1090 MM) MAXIMUM ABOVE THE FLOOR. SPOUT LOCATION A. THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM) MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES (125 MM) MAXIMUM FROM THE FRONT EDGE OF THE DRINKING FOUNTAIN, INCLUDING BUMPERS. WHERE ONLY A PARALLEL APPROACH IS PROVIDED, THE SPOUT SHALL BE LOCATED 31/2 INCHES (89 MM) MAXIMUM FROM THE FRONT EDGE OF THE DRINKING FOUNTAIN, INCLUDING BUMPERS. LOOSE LINTEL SCHEDULE INTERIOR WALLS CLEAR SPAN SIZE PER 4" WYTHE 0' TO 2'-8" SEE NOTE 3 BELOW 2'-9" TO 4'-0" L32x32x16 4'-1" TO 5'-6" 1_4x3-2616 LLV 5'-7" TO 7'-6" L5x32x16 LLV T-7" TO 9'-6" L5x32x8 LLV EXTERIOR WALLS CLEAR SPAN SIZE PER 4" WYTHE REMARKS 8"12" BACKUP BACKUP 0' TO 4'-0" L32x32x1s BOT R g' 4'-1" TO 5'-6" L4x32xT6- LLV BOT R 8" i 5'-7" TO T-6" L5x32x8 LLV BOT R 8" T-7" TO 9'-6" L6x32x8 LLV BOT R 8" Design and construction documents 9'-7" TO 11'-0" L7x4x8 LLV BOT R8" �� NOTES: 1. PROVIDE MINIMUM 3/8" THICKNESS FOR EXTERIOR ANGLES. 2. PROVIDE A MINIMUM BEARING LENGTH OF 8" ON V-4" MIN. HT. OF GROUTED SOLID MASONRY. 3. GALVANIZE ALL LINTELS THAT ARE EXPOSED TO WEATHER. 4. AT EXTERIOR WALLS, STOP BOTTOM PLATE 1/16" SHORT AT EACH END OF MASONRY OPENING LENGTH. 5. PROVIDE A MINIMUM BEARING LENGTH OF 8" 6. FILL VOID BETWEEN VENEER & LINTEL WITH MORTAR TO TOP OF ANGLE. 7. ANGLE MATERIAL: ASTM A36. N \ 18 min 12 min � CO \ 445 305 E� rim (a) - front approach, pull side (b) - front aper ach, p+ed oor provided with b h cloch \ \ 36 min CD \ E 42 min 915 \ 1065 LO (c) - hinge approach, pull side (d) - hinge approach, pull side E N 22 min + 560 N 12 min \ 24 min 305 00 - 610 \ (f) - latch approach, pull side 54" min. (1370) if closer provided (e) - hinge approach, push side 24 min E If both closer and latch are provided 610 N *' 48" min. (1220) if both closer and latch provided Fig. 404.2.4.1 (g)7-tapproach ush side Maneuvering Clearance at 4\20) if c ser provided Manual Swinging Doors 1760 min � = 1525 E N o (a) i Fig. 404.2.6 Two Doors in a Series E w Nr 0` 0 0 Drawn By: cgb Project No.: 151'7q C�2 n� V am W Z am ♦W♦ CSC Za'co Q CM {tea~N a O=M 0 co ' -J W>LL' aJ °03f W > Z m VJU Z~ Z Qa _ Q N H Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com C4mO i .0 min i Drawn By: cgb Project No.: 151'7q C�2 n� V am W Z am ♦W♦ CSC Za'co Q CM {tea~N a O=M 0 co ' -J W>LL' aJ °03f W > Z m VJU Z~ Z Qa _ Q N H Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com C4mO Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 0:2-15-16 PERMIT TENANT REVIEA • • Drawn By: cgb Project No.: 151'7q C�2 n� V am W Z am ♦W♦ CSC Za'co Q CM {tea~N a O=M 0 co ' -J W>LL' aJ °03f W > Z m VJU Z~ Z Qa _ Q N H Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com C4mO SECTION 011000 - SUMMARY PART1 GENERAL 1.01 PROJECT A. PROJECT NAME: PET SUPPLIES PLUS - ATLANTIC BEACH, FL. B. THE PROJECT CONSISTS OF RENOVATIONS TO AN EXISTING VACANT BUILDING AND SITE FOR A NEW PET SUPPLIES RETAIL STORE. 1.02 CONTRACT DESCRIPTION A. CONTRACT TYPE: A SINGLE PRIME CONTRACT BASED ON A STIPULATED PRICE AS DESCRIBED IN AIA OWNER - CONTRACTOR AGREEMENT. 1.03 DESCRIPTION OF ALTERATIONS WORK A. SCOPE OF DEMOLITION AND REMOVAL WORK IS SHOWN ON DRAWINGS. B. RENOVATE THE ENTIRE SPACE, COMPLETE AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN: 1.04 WORK BY OWNER A. THE OWNER HAS AWARDED CONTRACTS FOR THE SUPPLY, INSTALLATION OR THE SUPPLY AND INSTALLATION OF ITEMS SCHEDULED ON THE DRAWINGS, WHICH WILL COMMENCE ON DATES PRIOR TO TURNOVER FOR OWNER OCCUPANCY. 1.05 OWNER OCCUPANCY A. THE OWNER INTENDS TO OCCUPY PORTIONS OF THE BUILDING PRIOR TO THE COMPLETION DATE FOR INSTALLATION OF OWNER PROVIDED MATERIALS. B. SCHEDULE THE WORK TO ACCOMMODATE THE OWNER AND THE OWNERS CONTRACTORS OCCUPANCY. 1.06 CONTRACTOR USE OF SITE A. CONSTRUCTION OPERATIONS: LIMITED TO AREAS NOTED ON DRAWINGS. B. ARRANGE USE OF SITE TO ALLOW: 1. WORK BY OTHERS. C. PROVIDE ACCESS TO AND FROM SITE AS REQUIRED BY LAW AND BY THE OWNER: 1. EMERGENCY BUILDING EXITS DURING CONSTRUCTION: KEEP ALL EXITS AT ADJACENT BUILDING OPERATING TENANTS AND AS REQUIRED BY CODE OPEN DURING CONSTRUCTION PERIOD, PROVIDE TEMPORARY EXIT SIGNS IF EXIT ROUTES ARE TEMPORARILY ALTERED. 2. DO NOT OBSTRUCT ROADWAYS, SIDEWALKS, OR OTHER PUBLIC WAYS WITHOUT PERMIT. 3. MAINTAIN ACCESS TO ADJACENT PROPERTY, COORDINATE WITH CONSTRUCTION LIMITS ACCESS. D. EXISTING BUILDING SPACES MAY NOT BE USED FOR STORAGE. 1.07 WORK SEQUENCE A. COORDINATE CONSTRUCTION SCHEDULE AND OPERATIONS WITH THE ARCHITECTS. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION SECTION 013000 -ADMINISTRATIVE REQUIREMENTS PART1 GENERAL 1.01 SECTION INCLUDES A. PROGRESS REPORTING. B. CONSTRUCTION PROGRESS SCHEDULE, C. PROGRESS PHOTOGRAPHS. D. COORDINATION DRAWINGS. E. SUBMITTALS FOR REVIEW, INFORMATION, AND PROJECT CLOSEOUT. F. SUBMITTAL PROCEDURES. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PROGRESS REPORTING A. SCHEDULE AND ADMINISTER REPORTING THROUGHOUT PROGRESS OF THE WORK AT MAXIMUM WEEKLY INTERVALS OR AS REQUESTED BY PET SUPPLIES PLUS REPRESENTATIVES. B. REPORT ITEMS: 1. REVIEW OF WORK PROGRESS. 2. FIELD OBSERVATIONS, PROBLEMS, AND DECISIONS. 3. IDENTIFICATION OF PROBLEMS WHICH IMPEDE PLANNED PROGRESS. 4. REVIEW OF SUBMITTALS SCHEDULE AND STATUS OF SUBMITTALS. 5. REVIEW OF OFF-SITE FABRICATION, OWNER PROVIDED ITEMS AND DELIVERY SCHEDULES. 6. MAINTENANCE OF PROGRESS SCHEDULE. 7. CORRECTIVE MEASURES TO REGAIN PROJECTED SCHEDULES. 8. PLANNED PROGRESS DURING SUCCEEDING WORK PERIOD. 9. MAINTENANCE OF QUALITY AND WORK STANDARDS. 10. EFFECT OF PROPOSED CHANGES ON PROGRESS SCHEDULE AND COORDINATION. 11. PROGRESS PHOTOS, REFER TO REQUIREMENTS BELOW. 12. OTHER BUSINESS RELATING TO WORK. C. PREPARE REPORT AND DISTRIBUTE VIA EMAIL ON THURSDAY MORNING OF EACH WEEK. DISTRIBUTION TO INCLUDE OWNER, ARCHITECT. 3.02 CONSTRUCTION PROGRESS SCHEDULE A. CONSTRUCTION SCHEDULE SHALL BE ORGANIZED IN BAR CHART FORMAT WITH SEPARATE BAR FOR EACH SUBSTRATE CATEGORY OF WORK, ORGANIZE IN CHRONOLOGICAL ORDER ACCORDING TO THE START DATE FOR EACH ACTIVITY OF WORK. IDENTIFY EACH ACTIVITY BY APPLICABLE SPECIFICATION REFERENCE NUMBER. B. VVITHIN 3 DAYS AFTER DATE ESTABLISHED IN NOTICE TO PROCEED, SUBMIT PRELIMINARY SCHEDULE FOR CONSTRUCTION OPERATIONS FOR THE DURATION OF THE PROJECT. INCLUDE SCHEDULE FOR ORDERING AND DELIVERY OF OWNER SUPPLIED ITEMS. C. IF PRELIMINARY SCHEDULE REQUIRES REVISION AFTER REVIEW, SUBMIT REVISED SCHEDULE WITHIN 2 DAYS. D. WITHIN 10 DAYS AFTER JOINT REVIEW, SUBMIT COMPLETE SCHEDULE. E. SUBMIT UPDATED SCHEDULE WITH EACH APPLICATION FOR PAYMENT. 3.03 PROGRESS PHOTOGRAPHS A. PROVIDE PHOTOGRAPHS OF SITE AND CONSTRUCTION THROUGHOUT PROGRESS OF WORK PRODUCED BY AN EXPERIENCED PHOTOGRAPHER, ACCEPTABLE TO PET SUPPLIES PLUS AND ARCHITECT. B. PHOTOS SHALL BE DIGITAL .JPG IMAGES ASSEMBLED IN .ZIP FILE AND EMAILED WITH WEEKLY PROGRESS REPORT. C. TAKE PHOTOGRAPHS FOR SUBMITTAL WITH WEEKLY PROGRESS REPORT OF MINIMUM ITEMS AS FOLLOWS AND APPLICABLE TO WORKSCOPE OF PROJECT: 1. DEMOLITION 2. EXCAVATION AND UNDERGROUND PLUMBING 3. ROUGH FRAMING INCLUDING ALL CONCEALED BLOCKING 4. PLUMBING WALL ROUGH IN 5. ELECTRICAL WALL ROUGH IN 6. HVAC ROUGH IN 7. ELECTRICAL OVERHEAD 8. WALLS PRIOR TO GYPSUM BOARD 9. WALLS AFTER GYPSUM BOARD 10. CEILING GRID INSTALLATION 11. FLOOR TILE 12. OWNER SUPPLIED CABINETRY AND KITCHEN EQUIPMENT AT DELIVERY 13. OWNER SUPPED CABINETRY AND KITCHEN EQUIPMENT AT INSTALLATION 14. PAINTING 15. INTERIOR FINISHES AND DECOR 16. EXTERIOR DRIVE THRU RELATED WORK 17. EXTERIOR LIFT, LOADING AREA AND RELATED WORK 18. ADDITIONAL ITEMS AS REQUESTED BY OWNER, ARCHITECT AND PET SUPPLIES PLUS 3.04 COORDINATION DRAWINGS AND FIELD DIMENSIONS A. PROVIDE INFORMATION REQUIRED BY OWNER, ARCHITECT OR PET SUPPLIES PLUS VENDOR FOR PREPARATION OF COORDINATION DRAWINGS. 3.05 SUBMITTALS FOR REVIEW A. WHEN THE FOLLOVVING ARE SPECIFIED IN INDIVIDUAL SECTIONS, SUBMIT THEM FOR REVIEW: 1. PRODUCT DATA. 2. SHOP DRAWINGS. 3. SAMPLES FOR SELECTION. 4. SAMPLES FOR VERIFICATION. B. SUBMIT TO ARCHITECT FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. C. SAMPLES WILL BE REVIEWED ONLY FOR AESTHETIC, COLOR, OR FINISH SELECTION. D. AFTER REVIEW, PROVIDE COPIES AND DISTRIBUTE IN ACCORDANCE WITH SUBMITTAL PROCEDURES ARTICLE BELOW AND FOR RECORD DOCUMENTS PURPOSES DESCRIBED IN SECTION 017700 - CLOSEOUT SUBMITTALS. 3.06 SUBMITTALS FOR INFORMATION A. WHEN THE FOLLOWING ARE SPECIFIED IN INDIVIDUAL SECTIONS, SUBMIT THEM FOR INFORMATION: 1. DESIGN DATA. 2. CERTIFICATES. 3. TEST REPORTS. 4. INSPECTION REPORTS. 5. MANUFACTURER'S INSTRUCTIONS. 6. MANUFACTURER'S FIELD REPORTS. 7. OTHER TYPES INDICATED. B. SUBMIT FOR ARCHITECT'S KNOWLEDGE AS CONTRACT ADMINISTRATOR OR FOR OWNER. NO ACTION WILL BE TAKEN. 3.07 SUBMITTALS FOR PROJECT CLOSEOUT A. WHEN THE FOLLOWING ARE SPECIFIED IN INDIVIDUAL SECTIONS, SUBMIT THEM AT PROJECT CLOSEOUT: 1. PROJECT RECORD DOCUMENTS. 2. OPERATION AND MAINTENANCE DATA. 3. WARRANTIES. 4. OTHER TYPES AS INDICATED. B. SUBMIT FOR OWNER'S BENEFIT DURING AND AFTER PROJECT COMPLETION. END OF SECTION SECTION 014000 - QUALITY REQUIREMENTS PART1 GENERAL. 1.01 REFERENCES AND STANDARDS A. FOR PRODUCTS AND WORKMANSHIP SPECIFIED BY REFERENCE TO A DOCUMENT OR DOCUMENTS NOT INCLUDED IN THE PROJECT MANUAL, ALSO REFERRED TO AS REFERENCE STANDARDS, COMPLY WITH REQUIREMENTS OF THE STANDARD, EXCEPT WHEN MORE RIGID REQUIREMENTS ARE SPECIFIED OR ARE REQUIRED BY APPLICABLE CODES. B. CONFORM TO REFERENCE STANDARD OF DATE OF ISSUE CURRENT ON DATE OF CONTRACT DOCUMENTS, EXCEPT WHERE A SPECIFIC DATE IS ESTABLISHED BY APPLICABLE CODE. C. OBTAIN COPIES OF STANDARDS WHERE REQUIRED BY PRODUCT SPECIFICATION SECTIONS. D. MAINTAIN COPY AT PROJECT SITE DURING SUBMITTALS, PLANNING, AND PROGRESS OF THE SPECIFIC WORK, UNTIL SUBSTANTIAL COMPLETION. E. SHOULD SPECIFIED REFERENCE STANDARDS CONFLICT WITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM THE ARCHITECTS BEFORE PROCEEDING. F. NEITHER THE CONTRACTUAL RELATIONSHIPS, DUTIES, OR RESPONSIBILITIES OF THE PARTIES IN CONTRACT NOR THOSE OF THE ARCHITECTS SHALL BE ALTERED FROM THE CONTRACT DOCUMENTS BY MENTION OR INFERENCE OTHERWISE IN ANY REFERENCE DOCUMENT. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION A. MONITOR QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS, AND WORKMANSHIP, TO PRODUCE WORK OF SPECIFIED QUALITY. B. COMPLY WITH MANUFACTURERS' INSTRUCTIONS, INCLUDING EACH STEP IN SEQUENCE. C. SHOULD MANUFACTURERS' INSTRUCTIONS CONFLICT WITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM THE ARCHITECTS BEFORE PROCEEDING. D. COMPLY WITH SPECIFIED STANDARDS AS MINIMUM QUALITY FOR THE WORK EXCEPT WHERE MORE STRINGENT TOLERANCES, CODES, OR SPECIFIED REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE WORKMANSHIP. E. HAVE WORK PERFORMED BY PERSONS QUALIFIED TO PRODUCE REQUIRED AND SPECIFIED QUALITY. F. VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP DRAWINGS OR AS INSTRUCTED BY THE MANUFACTURER. G. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, PHYSICAL DISTORTION, AND DISFIGUREMENT. 3.02 TOLERANCES A. MONITOR FABRICATION AND INSTALLATION TOLERANCE CONTROL. OF PRODUCTS TO PRODUCE ACCEPTABLE WORK. DO NOT PERMIT TOLERANCES TO ACCUMULATE. B. COMPLY WITH MANUFACTURERS' TOLERANCES. SHOULD MANUFACTURERS' TOLERANCES CONFLICT WITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM THE ARCHITECTS BEFORE PROCEEDING. C. ADJUST PRODUCTS TO APPROPRIATE DIMENSIONS, POSITION BEF=ORE SECURING PRODUCTS IN PLACE. 3.03 DEFECT ASSESSMENT A. REPLACE WORK OR PORTIONS OF THE WORK NOT CONFORMING TO SPECIFIED REQUIREMENTS. B. IF, IN THE OPINION OF THE ARCHITECTS, IT IS NOT PRACTICAL TO REMOVE AND REPLACE THE WORK, THE ARCHITECTS WILL DIRECT AN APPROPRIATE REMEDY OR ADJUST PAYMENT. END OF SECTION SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS PART1 GENERAL 1.01 TEMPORARY UTILITIES A. USE TRIGGER -OPERATED NOZZLES FOR WATER HOSES, TO AVOID WASTE OF WATER. 1.02 TEMPORARY SANITARY FACILITIES A. PROVIDE AND MAINTAIN REQUIRED FACILITIES AND ENCLOSURES. PROVIDE AT TIME OF PROJECT MOBILIZATION. B. USE OF EXISTING FACILITIES IS PERMITTED. C. MAINTAIN DAILY IN CLEAN AND SANITARY CONDITION. 1.03 BARRIERS A. PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO CONSTRUCTION AREAS, TO ALLOW FOR OWNER'S USE OF SITE AND TO PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM DAMAGE FROM CONSTRUCTION OPERATIONS AND DEMOLITION. B. PROVIDE BARRICADES AND COVERED WALKWAYS REQUIRED BY GOVERNING AUTHORITIES FOR PUBLIC RIGHTS-OF-WAY AND FOR PUBLIC ACCESS TO EXISTING BUILDING. C. PROTECT NON -OWNED VEHICULAR TRAFFIC, STORED MATERIALS, SITE, AND STRUCTURES FROM DAMAGE. 1.04 EXTERIOR ENCLOSURES A. PROVIDE TEMPORARY INSULATED WEATHER TIGHT CLOSURE OF EXTERIOR OPENINGS TO ACCOMMODATE ACCEPTABLE WORKING CONDITIONS AND PROTECTION FOR PRODUCTS, TO ALLOW FOR TEMPORARY HEATING AND MAINTENANCE OF REQUIRED AMBIENT TEMPERATURES IDENTIFIED IN INDIVIDUAL SPECIFICATION SECTIONS, AND TO PREVENT ENTRY OF UNAUTHORIZED PERSONS. PROVIDE ACCESS DOORS VVITH SELF-CLOSING HARDWARE AND LOCKS. 1.05 SECURITY A. PROVIDE SECURITY AND FACILITIES TO PROTECT WORK, EXISTING FACILITIES, AND THE OWNER'S OPERATIONS FROM UNAUTHORIZED ENTRY, VANDALISM, OR THEFT. 1.06 VEHICULAR ACCESS AND PARKING A. COORDINATE ACCESS AND HAUL ROUTES WITH GOVERNING AUTHORITIES AND THE OWNER. B. PROVIDE AND MAINTAIN ACCESS TO FIRE HYDRANTS, FREE OF OBSTRUCTIONS. C. PROVIDE MEANS OF REMOVING MUD FROM VEHICLE WHEELS BEFORE ENTERING STREETS. D. PROVIDE TEMPORARY PARKING AREAS TO ACCOMMODATE CONSTRUCTION PERSONNEL. WHEN SITE SPACE IS NOT ADEQUATE, PROVIDE ADDITIONAL OFF-SITE PARKING. 1.07 WASTE REMOVAL A. PROVIDE WASTE REMOVAL FACILITIES AND SERVICES AS REQUIRED TO MAINTAIN THE SITE IN CLEAN AND ORDERLY CONDITION. B. PROVIDE CONTAINERS WITH LIDS. REMOVE TRASH FROM SITE PERIODICALLY. C. IF MATERIALS TO BE RECYCLED OR RE -USED ON THE PROJECT MUST BE STORED ON-SITE, PROVIDE SUITABLE NON-COMBUSTIBLE CONTAINERS, LOCATE CONTAINERS HOLDING FLAMMABLE MATERIAL OUTSIDE THE STRUCTURE UNLESS OTHERWISE APPROVED BY THE AUTHORITIES HAVING JURISDICTION. D. OPEN FREE -FALL CHUTES ARE NOT PERMITTED. TERMINATE CLOSED CHUTES INTO APPROPRIATE CONTAINERS VVITH LIDS. 1.08 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. REMOVE TEMPORARY UTILITIES, EQUIPMENT, FACILITIES, MATERIALS, PRIOR TO SUBSTANTIAL COMPLETION INSPECTION. B. REMOVE UNDERGROUND INSTALLATIONS TO A MINIMUM DEPTH OF 2 FEET (600 MM) OR AS INDICATED ON DRAWINGS. GRADE SITE AS INDICATED. C. CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY WORK. D. RESTORE EXISTING FACILITIES USED DURING CONSTRUCTION TO ORIGINAL CONDITION. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION SECTION 016000 - PRODUCT REQUIREMENTS PART1 GENERAL 1.01 REFERENCES A. NFPA 70 - NATIONAL ELECTRICAL CODE, NATIONAL FIRE PROTECTION ASSOCIATION, 2002. 1.02 SUBMITTALS A. PROPOSED PRODUCTS LIST: SUBMIT LIST OF MAJOR PRODUCTS PROPOSED FOR USE, WITH NAME OF MANUFACTURER, TRADE NAME, AND MODEL NUMBER OF EACH PRODUCT. 1. SUBMIT WITHIN 15 DAYS AFTER DATE OF AGREEMENT. B. PRODUCT DATA SUBMITTALS: SUBMIT MANUFACTURER'S STANDARD PUBLISHED DATA. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND OTHER DATA. SUPPLEMENT MANUFACTURERS' STANDARD DATA TO PROVIDE INFORMATION SPECIFIC TO THIS PROJECT. C. SHOP DRAWING SUBMITTALS: PREPARED SPECIFICALLY FOR THIS PROJECT. D. SAMPLE SUBMITTALS: ILLUSTRATE FUNCTIONAL AND AESTHETIC CHARACTERISTICS OF THE PRODUCT, WITH INTEGRAL PARTS AND ATTACHMENT DEVICES. COORDINATE SAMPLE SUBMITTALS FOR INTERFACING WORK. 1. FOR SELECTION FROM STANDARD FINISHES, SUBMIT SAMPLES OF THE FULL RANGE OF THE MANUFACTURER'S STANDARD COLORS, TEXTURES, AND PATTERNS. E. INDICATE UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLIANCES. PART 2 PRODUCTS 2.01 EXISTING PRODUCTS A. EXISTING MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED, BUT NOT TO BE RE -USED, RELOCATED, REINSTALLED, DELIVERED TO THE THE OWNER, OR OTHERWISE INDICATED AS TO REMAIN THE PROPERTY OF THE THE OWNER, BECOME THE PROPERTY OF THE, REMOVE FROM SITE. 2.02 NEW PRODUCTS A. PROVIDE NEW PRODUCTS UNLESS SPECIFICALLY REQUIRED OR PERMITTED BY THE CONTRACT DOCUMENTS. B. DO NOT USE PRODUCTS HAVING ANY OF THE FOLLOWING CHARACTERISTICS: 1. MADE USING OR CONTAINING CFC'S OR HCFC'S. 2.03 PRODUCT OPTIONS A. PRODUCTS SPECIFIED BY REFERENCE STANDARDS OR BY DESCRIPTION ONLY: USE ANY PRODUCT MEETING THOSE STANDARDS OR DESCRIPTION. B. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS: USE A PRODUCT OF ONE OF THE MANUFACTURERS NAMED AND MEETING SPECIFICATIONS, NO OPTIONS OR SUBSTITUTIONS ALLOWED. C. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS WITH A PROVISION FOR SUBSTITUTIONS: SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY MANUFACTURER NOT NAMED. 2.04 SPARE PARTS AND MAINTENANCE PRODUCTS A. PROVIDE SPARE PARTS, MAINTENANCE, AND EXTRA PRODUCTS OF TYPES AND IN QUANTITIES SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. B. DELIVER TO PROJECT SITE, OBTAIN RECEIPT PRIOR TO FINAL PAYMENT. PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. INSTRUCTIONS TO BIDDERS SPECIFY TIME RESTRICTIONS FOR SUBMITTING REQUESTS FOR SUBSTITUTIONS DURING THE BIDDING PERIOD. COMPLY WITH REQUIREMENTS SPECIFIED IN THIS SECTION. B. THE ARCHITECTS AND THE OWNER WILL CONSIDER REQUESTS FOR SUBSTITUTIONS ONLY WITHIN 15 DAYS AFTER DATE OF AGREEMENT. C. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN A PRODUCT BECOMES UNAVAILABLE THROUGH NO FAULT OF THE OWNER. D. DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS. E. A REQUEST FOR SUBSTITUTION CONSTITUTES A REPRESENTATION THAT THE SUBMITTER: 1. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR EXCEEDS THE QUALITY LEVEL OF THE SPECIFIED PRODUCT. 2. WILL PROVIDE THE SAME WARRANTY FOR THE SUBSTITUTION AS FOR THE SPECIFIED PRODUCT. 3. WILL COORDINATE INSTALLATION AND MAKE CHANGES TO OTHER WORK, WHICH MAY BE REQUIRED FOR THE WORK TO BE COMPLETE WITH NO ADDITIONAL COST TO THE OWNER. 4. WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION, WHICH MAY SUBSEQUENTLY BECOME APPARENT. 5. VVILL REIMBURSE THE OWNER AND THE ARCHITECTS FOR REVIEW OR REDESIGN SERVICES ASSOCIATED WITH RE -APPROVAL BY AUTHORITIES. F. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED ON SHOP DRAWING OR PRODUCT DATA SUBMITTALS, WITHOUT SEPARATE WRITTEN REQUEST, OR WHEN ACCEPTANCE WILL REQUIRE REVISION TO THE CONTRACT DOCUMENTS. G. SUBSTITUTION SUBMITTAL PROCEDURE: 1. SUBMIT THREE COPIES OF REQUEST FOR SUBSTITUTION FOR CONSIDERATION. LIMIT EACH REQUEST TO ONE PROPOSED SUBSTITUTION. 2. SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND CERTIFIED TEST RESULTS ATTESTING TO THE PROPOSED PRODUCT EQUIVALENCE. BURDEN OF PROOF IS ON PROPOSER, 3. THE ARCHITECTS WILL NOTIFY IN WRITING OF DECISION TO ACCEPT OR REJECT REQUEST. 3.02 OWNER -SUPPLIED PRODUCTS A. REFER TO DRAWINGS FOR IDENTIFICATION OF OWNER -SUPPLIED PRODUCTS. B. OWNER'S RESPONSIBILITIES: 1. ARRANGE FOR AND DELIVER APPLICABLE OWNER REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES, TO CONTRACTOR. 2. ARRANGE AND PAY FOR PRODUCT DELIVERY TO SITE. 3. ARRANGE FOR MANUFACTURERS' WARRANTIES, INSPECTIONS, Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 0:2-15-I6 PERMIT • TENANT REVIEW Drawn By: GGA Project No.: 151'19 nZ V E::D M Cz accW z F. 0 Z ou ♦W♦ 0 CSC _Z °'CO�°�a�N Q.Z N L� �S O = 00 W>u.. J Qm0 -' V w > Z m U J V z< Z J r J N Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com AS100 AND SERVICE. C. CONTRACTOR'S RESPONSIBILITIES: 1. REVIEW OWNER REVIEWED SHOP DRAVVINGS, PRODUCT DATA, AND SAMPLES. 2. RECEIVE AND UNLOAD PRODUCTS AT SITE, INSPECT FOR COMPLETENESS OR DAMAGE. ALL DAMAGED OR MISSING MATERIALS SHALL BE DOCUMENTED TO OWNER & SUPPLIER WITHIN THREE DAYS OF RECEIVING DELIVERY OF MATERIALS. DAMAGED OR MISSING MATERIALS IDENTIFIED AFTER THREE DAYS FROM DELIVERY ARE THE CONTRACTORS RESPONSIBILITY TO REPLACE AT CONTRACTORS COST FOR MATERIAL AND SHIPPING. COORDINATE REPLACEMENT WITH OWNER AND SUPPLIER. 3. ALL MATERIALS SHALL BE STORED IN A SECURE LOCATION, PROTECT FROM DAMAGE & THEFT. 4. HANDLE, STORE, INSTALL AND FINISH PRODUCTS. 3.03 TRANSPORTATION AND HANDLING A. COORDINATE SCHEDULE OF PRODUCT DELIVERY TO DESIGNATED PREPARED AREAS IN ORDER TO MINIMIZE SITE STORAGE TIME AND POTENTIAL DAMAGE TO STORED MATERIALS. B. TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. TRANSPORT MATERIALS IN COVERED TRUCKS TO PREVENT CONTAMINATION OF PRODUCT AND LITTERING OF SURROUNDING AREAS. D. PROMPTLY INSPECT SHIPMENTS TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS, QUANTITIES ARE CORRECT, AND PRODUCTS ARE UNDAMAGED. E. PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS TO PREVENT SOILING, DISFIGUREMENT, OR DAMAGE. F. ARRANGE FOR THE RETURN OF PACKING MATERIALS, SUCH AS WOOD PALLETS, WHERE ECONOMICALLY FEASIBLE. 3.04 STORAGE AND PROTECTION A. DESIGNATE RECEIVING/STORAGE AREAS FOR INCOMING PRODUCTS SO THAT THEY ARE DELIVERED ACCORDING TO INSTALLATION SCHEDULE AND PLACED CONVENIENT TO WORK AREA IN ORDER TO MINIMIZE WASTE DUE TO EXCESSIVE MATERIALS HANDLING AND MISAPPLICATION. B. STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. C. STORE WITH SEALS AND LABELS INTACT AND LEGIBLE. D. STORE SENSITIVE PRODUCTS IN WEATHER TIGHT, CLIMATE CONTROLLED, ENCLOSURES IN AN ENVIRONMENT FAVORABLE TO PRODUCT. E. FOR EXTERIOR STORAGE OF FABRICATED PRODUCTS, PLACE ON SLOPED SUPPORTS ABOVE GROUND. F. COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET COVERING. PROVIDE VENTILATION TO PREVENT CONDENSATION AND DEGRADATION OF PRODUCTS. G. PREVENT CONTACT WITH MATERIAL THAT MAY CAUSE CORROSION, DISCOLORATION, OR STAINING. H. PROVIDE EQUIPMENT AND PERSONNEL TO STORE PRODUCTS BY METHODS TO PREVENT SOILING, DISFIGUREMENT, OR DAMAGE. I. ARRANGE STORAGE OF PRODUCTS TO PERMIT ACCESS FOR INSPECTION. PERIODICALLY INSPECT TO VERIFY PRODUCTS ARE UNDAMAGED AND ARE MAINTAINED IN ACCEPTABLE CONDITION. END OF SECTION Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 0:2-15-I6 PERMIT • TENANT REVIEW Drawn By: GGA Project No.: 151'19 nZ V E::D M Cz accW z F. 0 Z ou ♦W♦ 0 CSC _Z °'CO�°�a�N Q.Z N L� �S O = 00 W>u.. J Qm0 -' V w > Z m U J V z< Z J r J N Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com AS100 SECTION 017300 - EXECUTION PART 1 GENERAL 1.01 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. B. SURVEY WORK: SUBMIT NAME, ADDRESS, AND TELEPHONE NUMBER OF SURVEYOR B EFORETA S RTINGR SU VEY WORK. 1. ON REQUEST, SUBMIT DOCUMENTATION VERIFYING ACCURACY OF SURVEY WORK. 2. SUBMIT A COPY OF SITE DRAWING SIGNED BY THE LAND SURVEYOR THAT THE ELEVATIONS AND LOCATIONS OF THE WORK ARE IN CONFORMANCE WITH CONTRACT DOCUMENTS. 3. SUBMIT SURVEYS AND SURVEY LOGS FOR THE PROJECT RECORD. C. DEMOLITION PLAN: SUBMIT DEMOLITION PLAN AS SPECIFIED BY EPA, OSHA AND GOVERNING AUTHORITIES. 1. INDICATE EXTENT OF DEMOLITION, REMOVAL SEQUENCE, BRACING AND SHORING, AND LOCATION AND CONSTRUCTION OF BARRICADES AND FENCES. 2. IDENTIFY DEMOLITION FIRM AND SUBMIT QUALIFICATIONS. 3. INCLUDE A SUMMARY OF SAFETY PROCEDURES. 4. INCLUDE SUMMARY OF DEMOLITION AND REMOVAL OF ASBESTOS MATERIALS. D. CUTTING AND PATCHING: SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERATION, WHICH AFFECTS: 1. STRUCTURAL INTEGRITY OF ANY ELEMENT OF PROJECT. 2. INTEGRITY OF WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENT. 3. EFFICIENCY, MAINTENANCE, OR SAFETY OF ANY OPERATIONAL ELEMENT. 4. VISUAL QUALITIES OF SIGHT EXPOSED ELEMENTS. 5. WORK OF THE OWNER OR SEPARATE CONTRACTOR. E. PROJECT RECORD DOCUMENTS: ACCURATELY RECORD ACTUAL LOCATIONS OF CAPPED AND ACTIVE UTILITIES. 1.02 QUALIFICATIONS A. FOR SURVEY WORK, EMPLOY A LAND SURVEYOR REGISTERED IN AND ACCEPTABLE TO THE OWNER. SUBMIT EVIDENCE OF SURVEYOR'S ERRORS AND OMISSIONS INSURANCE COVERAGE IN THE FORM OF AN INSURANCE CERTIFICATE. 1.03 PROJECT CONDITIONS A. PROTECT SITE FROM PUDDLING OR RUNNING WATER. PROVIDE WATER BARRIERS AS REQUIRED TO PROTECT SITE FROM SOIL EROSION. B. VENTILATE ENCLOSED AREAS TO ASSIST CURE OF MATERIALS, TO DISSIPATE HUMIDITY, AND TO PREVENT ACCUMULATION OF DUST, FUMES, VAPORS, OR GASES. C. DUST CONTROL: EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS. PROVIDE POSITIVE MEANS TO PREVENT AIR -BORNE DUST FROM DISPERSING INTO ATMOSPHERE. D. EROSION AND SEDIMENT CONTROL: PLAN AND EXECUTE WORK BY METHODS TO CONTROL SURFACE DRAINAGE FROM CUTS AND FILLS, FROM BORROW AND WASTE DISPOSAL AREAS. PREVENT EROSION AND SEDIMENTATION. E. PEST CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES TO PREVENT PESTS AND INSECTS FROM DAMAGING THE WORK. F. RODENT CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES TO PREVENT RODENTS FROM ACCESSING OR INVADING PREMISES. G. POLLUTION CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES TO PREVENT CONTAMINATION OF SOIL, WATER, AND ATMOSPHERE FROM DISCHARGE OF NOXIOUS, TOXIC SUBSTANCES, AND POLLUTANTS PRODUCED BY CONSTRUCTION OPERATIONS. 1.04 COORDINATION A. COORDINATE SCHEDULING, SUBMITTALS, AND WORK OF THE VARIOUS SECTIONS OF THE PROJECT MANUAL TO ENSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF INTERDEPENDENT CONSTRUCTION ELEMENTS, WITH PROVISIONS FOR ACCOMMODATING ITEMS INSTALLED LATER. B. NOTIFY AFFECTED UTILITY COMPANIES AND COMPLY WITH THEIR REQUIREMENTS. C. VERIFY THAT UTILITY REQUIREMENTS AND CHARACTERISTICS OF NEW OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES. COORDINATE WORK OF VARIOUS SECTIONS HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT. D. COORDINATE SPACE REQUIREMENTS, SUPPORTS, AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH ARE INDICATED DIAGRAMMATICALLY ON DRAVVINGS. FOLLOW ROUTING SHOWN FOR PIPES, DUCTS, AND CONDUIT, AS CLOSELY AS PRACTICABLE, PLACE RUNS PARALLEL WITH LINES OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS. E. IN FINISHED AREAS EXCEPT AS OTHERWISE INDICATED, CONCEAL PIPES, DUCTS, AND WIRING WITHIN THE CONSTRUCTION. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISH ELEMENTS. F. COORDINATE COMPLETION AND CLEAN UP OF WORK OF SEPARATE SECTIONS. G. AFTER THE OWNER OCCUPANCY OF PREMISES, COORDINATE ACCESS TO SITE FOR CORRECTION OF DEFECTIVE WORK AND WORK NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS, TO MINIMIZE DISRUPTION OF THE OWNER'S ACTIVITIES. PART 2 PRODUCTS 2.01 PATCHING MATERIALS A. NEW MATERIALS: AS SPECIFIED IN PRODUCT SECTIONS, MATCH EXISTING PRODUCTS AND WORK FOR PATCHING AND EXTENDING WORK. B. TYPE AND QUALITY OF EXISTING PRODUCTS: DETERMINE BY INSPECTING AND TESTING PRODUCTS WHERE NECESSARY, REFERRING TO EXISTING WORK AS A STANDARD. C. PRODUCT SUBSTITUTION: FOR ANY PROPOSED CHANGE IN MATERIALS, SUBMIT REQUEST FOR SUBSTITUTION DESCRIBED IN SECTION 016000. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY THAT EXISTING SITE CONDITIONS AND SUBSTRATE SURFACES ARE ACCEPTABLE FOR SUBSEQUENT WORK. START OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. B. VERIFY THAT EXISTING SUBSTRATE IS CAPABLE OF STRUCTURAL SUPPORT OR ATTACHMENT OF NEW WORK BEING APPLIED OR ATTACHED. C. EXAMINE AND VERIFY SPECIFIC CONDITIONS DESCRIBED IN INDIVIDUAL SPECIFICATION SECTIONS. D. TAKE FIELD MEASUREMENTS BEFORE CONFIRMING PRODUCT ORDERS OR BEGINNING FABRICATION, TO MINIMIZE WASTE DUE TO OVER -ORDERING OR MIS -FABRICATION. E. VERIFY THAT UTILITY SERVICES ARE AVAILABLE, OF THE CORRECT CHARACTERISTICS, AND IN THE CORRECT LOCATIONS. F. PRIOR TO CUTTING: EXAMINE EXISTING CONDITIONS PRIOR TO COMMENCING WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING CUTTING AND PATCHING. AFTER UNCOVERING EXISTING WORK, ASSESS CONDITIONS AFFECTING PERFORMANCE OF WORK. BEGINNING OF CUTTING OR PATCHING MEANS ACCEPTANCE OF EXISTING CONDITIONS. 3.02 PREPARATION A. CLEAN SUBSTRATE SURFACES PRIOR TO APPLYING NEXT MATERIAL OR SUBSTANCE. B. SEAL CRACKS OR OPENINGS OF SUBSTRATE PRIOR TO APPLYING NEXT MATERIAL OR SUBSTANCE. C. APPLY MANUFACTURER REQUIRED OR RECOMMENDED SUBSTRATE PRIMER, SEALER, OR CONDITIONER PRIOR TO APPLYING ANY NEW MATERIAL OR SUBSTANCE IN CONTACT OR BOND. 3.03 GENERAL INSTALLATION REQUIREMENTS A. INSTALL PRODUCTS AS SPECIFIED IN INDIVIDUAL SECTIONS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND SO AS TO AVOID WASTE DUE TO NECESSITY FOR REPLACEMENT. B. MAKE VERTICAL ELEMENTS PLUMB AND HORIZONTAL ELEMENTS LEVEL, UNLESS OTHERWISE INDICATED. C. INSTALL EQUIPMENT AND FITTINGS PLUMB AND LEVEL, NEATLY ALIGNED WITH ADJACENT VERTICAL AND HORIZONTAL LINES, UNLESS OTHERWISE INDICATED. D. MAKE CONSISTENT TEXTURE ON SURFACES, WITH SEAMLESS TRANSITIONS, UNLESS OTHERWISE INDICATED. E. MAKE NEAT TRANSITIONS BETWEEN DIFFERENT SURFACES, MAINTAINING TEXTURE AND APPEARANCE. 3.04 ALTERATIONS A. DRAWINGS SHOWING EXISTING CONSTRUCTION AND UTILITIES ARE BASED ON EXISTING RECORD DOCUMENTS ONLY, EXISTING CONSTRUCTION CONDITIONS HAVE NOT BEEN FIELD VERIFIED. 1. VERIFY THAT CONSTRUCTION AND UTILITY ARRANGEMENTS ARE AS SHOWN. 2. REPORT DISCREPANCIES TO THE ARCHITECTS BEFORE DISTURBING EXISTING INSTALLATION. 3. BEGINNING OF ALTERATIONS WORK CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS. B. MAINTAIN WEATHERPROOF EXTERIOR BUILDING ENCLOSURE_ EXCEPT FOR INTERRUPTIONS REQUIRED FOR REPLACEMENT OR MODIFICATIONS, TAKE CARE TO PREVENT WATER AND HUMIDITY DAMAGE. 1. WHERE OPENINGS IN EXTERIOR ENCLOSURE EXIST, PROVIDE CONSTRUCTION TO MAKE EXTERIOR ENCLOSURE WEATHERPROOF. 2. INSULATE EXISTING DUCTS OR PIPES THAT ARE EXPOSED TO OUTDOOR AMBIENT TEMPERATURES BY ALTERATIONS WORK. C. REMOVE EXISTING WORK AS INDICATED AND AS REQUIRED TO ACCOMPLISH NEW WORK. 1. REMOVE ROTTED WOOD, CORRODED METALS, AND DETERIORATED MASONRY AND CONCRETE, REPLACE WITH NEW CONSTRUCTION SPECIFIED. 2. REMOVE ITEMS INDICATED ON DRAWINGS. 3. RELOCATE ITEMS INDICATED ON DRAWINGS. 4. WHERE NEW SURFACE FINISHES ARE TO BE APPLIED TO EXISTING WORK, PERFORM REMOVALS, PATCH, AND PREPARE EXISTING SURFACES AS REQUIRED TO RECEIVE NEW FINISH, REMOVE EXISTING FINISH IF NECESSARY FOR SUCCESSFUL APPLICATION OF NEW FINISH. 5. WHERE NEW SURFACE FINISHES ARE NOT SPECIFIED OR INDICATED, PATCH HOLES AND DAMAGED SURFACES TO MATCH ADJACENT FINISHED SURFACES AS CLOSELY AS POSSIBLE. D. SERVICES (INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, ELECTRICAL, AND TELECOMMUNICATIONS): REMOVE, RELOCATE, AND EXTEND EXISTING SYSTEMS TO ACCOMMODATE NEW CONSTRUCTION. 1. MAINTAIN EXISTING ACTIVE SYSTEMS THAT ARE TO REMAIN IN OPERATION, MAINTAIN ACCESS TO EQUIPMENT AND OPERATIONAL COMPONENTS, IF NECESSARY, MODIFY INSTALLATION TO ALLOW ACCESS OR PROVIDE ACCESS PANEL. 2. WHERE EXISTING SYSTEMS OR EQUIPMENT ARE NOT ACTIVE AND CONTRACT DOCUMENTS REQUIRE REACTIVATION, PUT BACK INTO OPERATIONAL CONDITION, REPAIR SUPPLY, DISTRIBUTION, AND EQUIPMENT AS REQUIRED. 3. WHERE EXISTING ACTIVE SYSTEMS SERVE OCCUPIED FACILITIES BUT ARE TO BE REPLACED WITH NEW SERVICES, MAINTAIN EXISTING SYSTEMS IN SERVICE UNTIL NEW SYSTEMS ARE COMPLETE AND READY FOR SERVICE. a. DISABLE EXISTING SYSTEMS ONLY TO MAKE SWITCHOVERS AND CONNECTIONS, MINIMIZE DURATION OF OUTAGES. b. PROVIDE TEMPORARY CONNECTIONS AS REQUIRED TO MAINTAIN EXISTING SYSTEMS IN SERVICE. 4. VERIFY THAT ABANDONED SERVICES SERVE ONLY ABANDONED FACILITIES. 5. REMOVE ABANDONED PIPE, DUCTS, CONDUITS, AND EQUIPMENT, REMOVE BACK TO SOURCE OF SUPPLY WHERE POSSIBLE, OTHERWISE CAP STUB AND TAG WITH IDENTIFICATION, PATCH HOLES LEFT BY REMOVAL USING MATERIALS SPECIFIED FOR NEW CONSTRUCTION. E. PROTECT EXISTING WORK TO REMAIN. 1. PREVENT MOVEMENT OF STRUCTURE, PROVIDE SHORING AND BRACING IF NECESSARY. 2. PERFORM CUTTING TO ACCOMPLISH REMOVALS NEATLY AND AS SPECIFIED FOR CUTTING NEW WORK. 3. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING REMOVAL WORK. 4. PATCH AS SPECIFIED FOR PATCHING NEW WORK. F. ADAPT EXISTING WORK TO FIT NEW WORK: 1. WHEN EXISTING FINISHED SURFACES ARE CUT SO THAT A SMOOTH TRANSITION WITH NEW WORK IS NOT POSSIBLE, TERMINATE EXISTING SURFACE ALONG A STRAIGHT LINE AT A NATURAL LINE OF DIVISION AND MAKE RECOMMENDATION TO THE ARCHITECTS. 3.05 CUTTING AND PATCHING A. EXECUTE CUTTING AND PATCHING INCLUDING EXCAVATION AND FILL TO COMPLETE THE WORK, TO UNCOVER WORK IN ORDER TO INSTALL IMPROPERLY SEQUENCED WORK, TO REMOVE AND REPLACE DEFECTIVE OR NON -CONFORMING WORK, TO REMOVE SAMPLES OF INSTALLED WORK FOR TESTING WHEN REQUESTED, TO PROVIDE OPENINGS IN THE WORK FOR PENETRATION OF MECHANICAL. AND ELECTRICAL WORK, TO EXECUTE PATCHING TO COMPLEMENT ADJACENT WORK, AND TO FIT PRODUCTS TOGETHER TO INTEGRATE WITH OTHER WORK. B. EXECUTE WORK BY METHODS TO AVOID DAMAGE TO OTHER WORK, AND WHICH WILL PROVIDE APPROPRIATE SURFACES TO RECEIVE PATCHING AND FINISHING. IN EXISTING WORK, MINIMIZE DAMAGE AND RESTORE TO ORIGINAL CONDITION. C. EMPLOY ORIGINAL INSTALLER TO PERFORM CUTTING FOR WEATHER EXPOSED AND MOISTURE RESISTANT ELEMENTS, AND SIGHT EXPOSED SURFACES. D. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS NOT ALLOWED WITHOUT PRIOR APPROVAL. E. RESTORE WORK WITH NEW PRODUCTS IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS. F. FIT WORK AIRTIGHT TO PIPES, SLEEVES, DUCTS, CONDUIT, AND OTHER PENETRATIONS THROUGH SURFACES. G. REFINISH SURFACES TO MATCH ADJACENT FINISH. FOR CONTINUOUS SURFACES, REFINISH TO NEAREST INTERSECTION OR NATURAL BREAK. FOR AN ASSEMBLY, REFINISH ENTIRE UNIT. H. MAKE NEAT TRANSITIONS. PATCH WORK TO MATCH ADJACENT WORK IN TEXTURE AND APPEARANCE. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, PERFORM A SMOOTH AND EVEN TRANSITION. 3.06 PROGRESS CLEANING A. MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. MAINTAIN SITE IN A CLEAN AND ORDERLY CONDITION. B. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS, ATTICS, CRAWL SPACES, AND OTHER CLOSED OR REMOTE SPACES, PRIOR TO ENCLOSING THE SPACE. C. BROOM AND VACUUM CLEAN INTERIOR AREAS PRIOR TO START OF SURFACE FINISHING, AND CONTINUE CLEANING TO ELIMINATE DUST. D. COLLECT AND REMOVE WASTE MATERIALS, DEBRIS, AND TRASH/RUBBISH FROM SITE PERIODICALLY AND DISPOSE OFF-SITE, DO NOT BURN OR BURY. 3.07 PROTECTION OF INSTALLED WORK A. PROTECT INSTALLED WORK FROM DAMAGE BY CONSTRUCTION OPERATIONS. B. PROVIDE SPECIAL PROTECTION WHERE SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. C. PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. CONTROL ACTIVITY IN IMMEDIATE WORK AREA TO PREVENT DAMAGE, D. PROVIDE PROTECTIVE COVERINGS AT WALLS, PROJECTIONS, JAMBS, SILLS, AND SOFFITS OF OPENINGS. E. PROTECT FINISHED FLOORS, STAIRS, AND OTHER SURFACES FROM TRAFFIC, DIRT, WEAR, DAMAGE, OR MOVEMENT OF HEAVY OBJECTS, BY PROTECTING WITH DURABLE SHEET MATERIALS. F. PROHIBIT TRAFFIC OR STORAGE UPON WATERPROOFED OR ROOFED SURFACES. IF TRAFFIC OR ACTIVITY IS NECESSARY, OBTAIN RECOMMENDATIONS FOR PROTECTION FROM WATERPROOFING OR ROOFING MATERIAL MANUFACTURER. G. REMOVE PROTECTIVE COVERINGS WHEN NO LONGER NEEDED, REUSE OR RECYCLE PLASTIC COVERINGS IF POSSIBLE. 3.08 STARTING SYSTEMS A. COORDINATE SCHEDULE FOR START-UP OF VARIOUS EQUIPMENT AND SYSTEMS. B. VERIFY THAT EACH PIECE OF EQUIPMENT OR SYSTEM HAS BEEN CHECKED FOR PROPER LUBRICATION, DRIVE ROTATION, BELT TENSION, CONTROL SEQUENCE, AND FOR CONDITIONS WHICH MAY 3.02 OPERATION AND MAINTENANCE DATA CAUSE DAMAGE. C. VERIFY TESTS, METER READINGS, AND SPECIFIED ELECTRICAL TELEPHONE N UMBERSF 0 SUBCONTRACTORS A ND SUPPLIERS, CHARACTERISTICS AGREE WITH THOSE REQUIRED BY THE INCLUDING LOCAL SOURCE OF SUPPLIES AND REPLACEMENT PARTS. EQUIPMENT OR SYSTEM MANUFACTURER, D. VERIFY THAT VVIRING AND SUPPORT COMPONENTS FOR EQUIPMENT PROVIDE LOGICAL SEQUENCE OF INSTRUCTIONS FOR EACH ARE COMPLETE AND TESTED. E. EXECUTE START-UP UNDER SUPERVISION OF APPLICABLE A. PERSONNEL AND MANUFACTURER'S REPRESENTATIVE IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. F. SUBMIT A WRITTEN REPORT THAT EQUIPMENT OR SYSTEM HAS BEEN C. PROPERLY INSTALLED AND IS FUNCTIONING CORRECTLY. 3.09 DEMONSTRATION AND INSTRUCTION A. DEMONSTRATE START-UP, OPERATION, CONTROL, ADJUSTMENT, AND TESTS. TROUBLE -SHOOTING, SERVICING, MAINTENANCE, AND SHUTDOWN OF 4. COMPLETE NOMENCLATURE AND MODEL NUMBER OF EACH ITEM OF EQUIPMENT AT SCHEDULED TIME, AT EQUIPMENT REPLACEABLE PARTS. LOCATION. B. FOR EQUIPMENT OR SYSTEMS REQUIRING SEASONAL OPERATION, ROUTINE NORMAL OPERATING INSTRUCTIONS AND SEQUENCES. PERFORM DEMONSTRATION FOR OTHER SEASON WITHIN SIX MONTHS. C. PROVIDE A QUALIFIED PERSON WHO IS KNOWLEDGEABLE ABOUT THE EMERGENCY INSTRUCTIONS. INCLUDE SUMMER, WINTER, AND ANY PROJECT TO PERFORM DEMONSTRATION AND INSTRUCTION OF SPECIAL OPERATING INSTRUCTIONS. OWNER PERSONNEL. 3.10 ADJUSTING E. A. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE SHOOTING, DISASSEMBLY, REPAIR, AND REASSEMBLY INSTRUCTIONS, SMOOTH AND UNHINDERED OPERATION. 3.11 FINAL CLEANING A. EXECUTE FINAL CLEAN UP PRIOR TO SUBSTANTIAL COMPLETION. D. CLEANUP SHALL INCLUDE BUILDING AREA, CONSTRUCTION AREA WITHIN WORK LIMITS AND CONSTRUCTION ACCESS ROUTES. B. USE CLEANING MATERIALS THAT ARE NON -HAZARDOUS. C. CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO F. VIEW, REMOVE TEMPORARY LABELS, STAINS AND FOREIGN G. SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, WIPE GYPSUM BOARD WALLS READY FOR TENANT PAINT FINISH, BROOM H. CLEAN INTERIOR FLOOR SLAB D. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH 3.04 OPERATION AND MAINTENANCE MANUALS CLEANING MATERIALS APPROPRIATE TO THE SURFACE AND MATERIAL PREPARE INSTRUCTIONS AND DATA BY PERSONNEL EXPERIENCED IN BEING CLEANED. E. CLEAN FILTERS OF OPERATING EQUIPMENT. F. CLEAN DEBRIS FROM ROOFS, DOWNSPOUTS, AND DRAINAGE BINDERS: COMMERCIAL QUALITY, 8-1/2 X 11 INCH (216 X 280 MM) SYSTEMS. G. CLEAN SITE, SWEEP PAVED AREAS, RAKE CLEAN LANDSCAPED (50 MM) MAXIMUM RING SIZE. WHEN MULTIPLE BINDERS ARE USED, SURFACES. H. REMOVE WASTE, SURPLUS MATERIALS, TRASH/RUBBISH, AND PROVIDE TABBED DIVIDERS FOR EACH SEPARATE PRODUCT AND CONSTRUCTION FACILITIES FROM THE SITE, DISPOSE OF IN LEGAL SYSTEM, WITH TYPED DESCRIPTION OF PRODUCT AND MAJOR MANNER, DO NOT BURN OR BURY. 3.12 CLOSEOUT PROCEDURES A. MAKE SUBMITTALS THAT ARE REQUIRED BY GOVERNING OR OTHER A. AUTHORITIES. 1. PROVIDE COPIES TO THE ARCHITECTS AND THE OWNER. B. NOTIFY THE ARCHITECTS AND THE OWNER WHEN WORK IS CONSIDERED READY FOR SUBSTANTIAL COMPLETION. C. SUBMIT WRITTEN CERTIFICATION THAT CONTRACT DOCUMENTS HAVE BEEN REVIEWED, WORK HAS BEEN INSPECTED, AND THAT WORK IS COMPLETE IN ACCORDANCE WITH CONTRACT DOCUMENTS AND B. READY FOR THE ARCHITECTS'S AND THE OWNER'S REVIEW. D. CORRECT ITEMS OF WORK LISTED IN EXECUTED CERTIFICATES OF C. SUBSTANTIAL COMPLETION AND COMPLY WITH REQUIREMENTS FOR D. ACCESS TO THE OWNER -OCCUPIED AREAS. E. NOTIFY THE ARCHITECTS AND THE OWNER WHEN WORK IS END OF SECTION CONSIDERED FINALLY COMPLETE. F. COMPLETE ITEMS OF WORK DETERMINED BY THE ARCHITECTS'S AND THE OWNER'S FINAL INSPECTION. END OF SECTION SECTION 017700 - CLOSEOUT SUBMITTALS PART 1 GENERAL 1.01 SECTION INCLUDES A. PROJECT RECORD DOCUMENTS. B. OPERATION AND MAINTENANCE DATA. C. WARRANTIES AND BONDS. 1.02 RELATED SECTIONS A. SECTION 013000 - ADMINISTRATIVE REQUIREMENTS: SUBMITTALS PROCEDURES, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. B. INDIVIDUAL PRODUCT SECTIONS: SPECIFIC REQUIREMENTS FOR OPERATION AND MAINTENANCE DATA. C. INDIVIDUAL PRODUCT SECTIONS: WARRANTIES REQUIRED FOR SPECIFIC PRODUCTS OR WORK. 1.03 SUBMITTALS A. PROJECT RECORD DOCUMENTS: SUBMIT DOCUMENTS TO THE ARCHITECTS WITH CLAIM FOR FINAL APPLICATION FOR PAYMENT. B. OPERATION AND MAINTENANCE DATA: 1. SUBMIT TWO COPIES OF PRELIMINARY DRAFT OR PROPOSED FORMATS AND OUTLINES OF CONTENTS BEFORE START OF WORK. THE ARCHITECTS WILL REVIEW DRAFT AND RETURN ONE COPY WITH COMMENTS. 2. SUBMIT 1 COPY OF COMPLETED DOCUMENTS 15 DAYS PRIOR TO FINAL INSPECTION. THIS COPY WILL BE REVIEWED AND RETURNED AFTER FINAL INSPECTION, WITH THE ARCHITECTS COMMENTS. REVISE CONTENT OF ALL DOCUMENT SETS AS REQUIRED PRIOR TO FINAL SUBMISSION. 3. SUBMIT TWO SETS OF REVISED FINAL DOCUMENTS IN FINAL FORM WITHIN 10 DAYS AFTER FINAL INSPECTION. C. WARRANTIES AND BONDS: 1. FOR EQUIPMENT OR COMPONENT PARTS OF EQUIPMENT PUT INTO SERVICE DURING CONSTRUCTION VATH THE OWNER'S PERMISSION, SUBMIT DOCUMENTS WITHIN TEN DAYS AFTER ACCEPTANCE. 2. MAKE OTHER SUBMITTALS VVITHIN TEN DAYS AFTER DATE OF SUBSTANTIAL COMPLETION, PRIOR TO FINAL APPLICATION FOR PAYMENT. 3. FOR ITEMS OF WORK FOR WHICH ACCEPTANCE IS DELAYED BEYOND DATE OF SUBSTANTIAL COMPLETION, SUBMIT WITHIN TEN DAYS AFTER ACCEPTANCE, LISTING THE DATE OF ACCEPTANCE AS THE BEGINNING OF THE WARRANTY PERIOD. PART 3 EXECUTION 3.01 PROJECT RECORD DOCUMENTS A. MAINTAIN ON SITE ONE SET OF THE FOLLOWING RECORD DOCUMENTS, RECORD ACTUAL REVISIONS TO THE WORK. - 1 . ORK:1. DRAWINGS. 2. SPECIFICATIONS. 3. ADDENDA. 4. CHANGE ORDERS AND OTHER MODIFICATIONS TO THE CONTRACT. 5. REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. 6. MANUFACTURER'S INSTRUCTION FOR ASSEMBLY, INSTALLATION, AND ADJUSTING. B. ENSURE ENTRIES ARE COMPLETE AND ACCURATE, ENABLING FUTURE REFERENCE BY THE OWNER. C. STORE RECORD DOCUMENTS SEPARATE FROM DOCUMENTS USED FOR CONSTRUCTION. D. RECORD INFORMATION CONCURRENT VVITH CONSTRUCTION PROGRESS. E. SPECIFICATIONS: LEGIBLY MARK AND RECORD AT EACH PRODUCT SECTION DESCRIPTION OF ACTUAL PRODUCTS INSTALLED, INCLUDING THE FOLLOWING: 1. MANUFACTURER'S NAME AND PRODUCT MODEL AND NUMBER. 2. PRODUCT SUBSTITUTIONS OR ALTERNATES UTILIZED. 3. CHANGES MADE BY ADDENDA AND MODIFICATIONS. F. RECORD DRAWINGS AND SHOP DRAWINGS: LEGIBLY MARK EACH ITEM TO RECORD ACTUAL CONSTRUCTION INCLUDING: 1. MEASURED DEPTHS OF FOUNDATIONS IN RELATION TO FINISH FIRST FLOOR DATUM. 2. MEASURED HORIZONTAL AND VERTICAL LOCATIONS OF UNDERGROUND UTILITIES AND APPURTENANCES, REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. 3. MEASURED LOCATIONS OF INTERNAL UTILITIES AND APPURTENANCES CONCEALED IN CONSTRUCTION, REFERENCED TO VISIBLE AND ACCESSIBLE FEATURES OF THE SECTION 022000 - SITE PREPARATION PART1 GENERAL 1.01 SECTION INCLUDES A. BUILDING DEMOLITION. B. SELECTIVE DEMOLITION OF BUILT SITE ELEMENTS. C. ABANDONMENT AND REMOVAL OF EXISTING UTILITIES AND UTILITY STRUCTURES. 1.02 REFERENCES A. 29 CFR 1926 - U.S. OCCUPATIONAL SAFETY AND HEALTH STANDARDS, CURRENT EDITION. B. NFPA 241 -STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2000. 1.03 SUBMITTALS A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. B. PROJECT RECORD DOCUMENTS: ACCURATELY RECORD ACTUAL LOCATIONS OF CAPPED AND ACTIVE UTILITIES AND SUBSURFACE CONSTRUCTION. 1.04 PROJECT CONDITIONS A. MINIMIZE PRODUCTION OF DUST DUE TO DEMOLITION OPERATIONS, DO NOT USE WATER IF THAT WILL RESULT IN ICE, FLOODING, SEDIMENTATION OF PUBLIC WATERWAYS OR STORM SEWERS, OR OTHER POLLUTION. B. COMPLY WITH OTHER REQUIREMENTS SPECIFIED IN SECTION 017300. PART 2 PRODUCTS 2.01 MATERIALS A. FILL MATERIAL: AS SPECIFIED IN SECTION 02315 -FILL AND BACKFILL PART 3 EXECUTION 3.01 EXISTING UTILITIES A. COORDINATE WORK WITH UTILITY COMPANIES, NOTIFY BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS, OBTAIN REQUIRED PERMITS. B. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE. C. DO NOT DISRUPT PUBLIC UTILITIES WITHOUT PERMIT FROM AUTHORITY HAVING JURISDICTION. D. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING LIFE SAFETY SYSTEMS THAT ARE IN USE WITHOUT PRIOR WRITTEN NOTIFICATION TO THE OWNER. E. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING UTILITY BRANCHES OR TAKE -OFFS THAT ARE IN USE VVITHOUT PRIOR WRITTEN NOTIFICATION TO THE OWNER. F. LOCATE AND MARK UTILITIES TO REMAIN, MARK USING HIGHLY VISIBLE TAGS OR FLAGS, WITH IDENTIFICATION OF UTILITY TYPE, PROTECT FROM DAMAGE DUE TO SUBSEQUENT CONSTRUCTION, USING SUBSTANTIAL BARRICADES IF NECESSARY. G. REMOVE EXPOSED PIPING, VALVES, METERS, EQUIPMENT, SUPPORTS, AND FOUNDATIONS OF DISCONNECTED AND ABANDONED UTILITIES. H. PREPARE BUILDING DEMOLITION AREAS BY DISCONNECTING AND CAPPING UTILITIES OUTSIDE THE DEMOLITION ZONE, IDENTIFY AND MARK UTILITIES TO BE SUBSEQUENTLY RECONNECTED, IN SAME MANNER AS OTHER UTILITIES TO REMAIN. 3.02 EXISTING BUILT ELEMENTS A. SCOPE: 1. REMOVE THE BUILDING CONSTRUCTION WHERE REQUIRED TO ACCOMMODATE NEW BUILDING CONSTRUCTION. 2. REMOVE OTHER ITEMS INDICATED, FOR SALVAGE AND REUSE AND REINSTALLATION. 3. FILL EXCAVATIONS, OPEN PITS, AND HOLES IN GROUND AREAS GENERATED AS RESULT OF REMOVALS, USING SPECIFIED FILL, COMPACT FILL AS REQUIRED SO THAT REQUIRED ROUGH GRADE ELEVATIONS DO NOT SUBSIDE WITHIN ONE YEAR AFTER COMPLETION. B. COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR DEMOLITION OPERATIONS AND SAFETY OF ADJACENT STRUCTURES AND THE PUBLIC. 1. OBTAIN REQUIRED PERMITS. 2. COMPLY WITH APPLICABLE REQUIREMENTS OF NFPA 241. 3. USE OF EXPLOSIVES IS NOT PERMITTED. 4. TAKE PRECAUTIONS TO PREVENT CATASTROPHIC OR UNCONTROLLED COLLAPSE OF STRUCTURES TO BE REMOVED, DO NOT ALLOW WORKER OR PUBLIC ACCESS WITHIN RANGE OF POTENTIAL COLLAPSE OF UNSTABLE STRUCTURES. 5. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 6. USE PHYSICAL BARRIERS TO PREVENT ACCESS TO AREAS WORK. 4. FIELD CHANGES OF DIMENSION AND DETAIL. 5. DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS. 3.02 OPERATION AND MAINTENANCE DATA A. FOR EACH PRODUCT OR SYSTEM: LIST NAMES, ADDRESSES AND 8. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS TELEPHONE N UMBERSF 0 SUBCONTRACTORS A ND SUPPLIERS, WITHOUT PERMIT. INCLUDING LOCAL SOURCE OF SUPPLIES AND REPLACEMENT PARTS. B. TYPED TEXT: AS REQUIRED TO SUPPLEMENT PRODUCT DATA. AND PRIVATE ENTRANCES AND EXITS, DO NOT OBSTRUCT PROVIDE LOGICAL SEQUENCE OF INSTRUCTIONS FOR EACH REQUIRED EXITS AT ANY TIME, PROTECT PERSONS USING PROCEDURE, INCORPORATING MANUFACTURER'S INSTRUCTIONS. 3.03 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A. FOR EACH ITEM OF EQUIPMENT AND EACH SYSTEM: 1. DESCRIPTION OF UNIT OR SYSTEM, AND COMPONENT PARTS. 2. IDENTIFY FUNCTION, NORMAL OPERATING CHARACTERISTICS, C. AND LIMITING CONDITIONS. 3. INCLUDE PERFORMANCE CURVES, WITH ENGINEERING DATA AND TESTS. 4. COMPLETE NOMENCLATURE AND MODEL NUMBER OF REPLACEABLE PARTS. B. OPERATING PROCEDURES: INCLUDE START-UP, BREAK-IN, AND ROUTINE NORMAL OPERATING INSTRUCTIONS AND SEQUENCES. D. INCLUDE REGULATION, CONTROL, STOPPING, SHUT -DOWN, AND EMERGENCY INSTRUCTIONS. INCLUDE SUMMER, WINTER, AND ANY SPECIAL OPERATING INSTRUCTIONS. C. MAINTENANCE REQUIREMENTS: INCLUDE ROUTINE PROCEDURES E. AND GUIDE FOR PREVENTATIVE MAINTENANCE AND TROUBLE SHOOTING, DISASSEMBLY, REPAIR, AND REASSEMBLY INSTRUCTIONS, 3.03 DEBRIS AND ALIGNMENT, ADJUSTING, BALANCING, AND CHECKING REMOVE DEBRIS, JUNK, AND TRASH FROM SITE. INSTRUCTIONS. D. PROVIDE SERVICING AND LUBRICATION SCHEDULE, AND LIST OF LUBRICANTS REQUIRED. E. INCLUDE MANUFACTURER'S PRINTED OPERATION AND MAINTENANCE C. INSTRUCTIONS. F. INCLUDE SEQUENCE OF OPERATION BY CONTROLS MANUFACTURER. G. PROVIDE ORIGINAL MANUFACTURER'S PARTS LIST, ILLUSTRATIONS, ASSEMBLY DRAWINGS, AND DIAGRAMS REQUIRED FOR MAINTENANCE. H. ADDITIONAL REQUIREMENTS: AS SPECIFIED IN INDIVIDUAL PRODUCT SPECIFICATION SECTIONS. 3.04 OPERATION AND MAINTENANCE MANUALS A. PREPARE INSTRUCTIONS AND DATA BY PERSONNEL EXPERIENCED IN MAINTENANCE AND OPERATION OF DESCRIBED PRODUCTS. B. PREPARE DATA IN THE FORM OF AN INSTRUCTIONAL MANUAL. C. BINDERS: COMMERCIAL QUALITY, 8-1/2 X 11 INCH (216 X 280 MM) THREE D SIDE RING BINDERS WITH DURABLE PLASTIC COVERS, 2 INCH (50 MM) MAXIMUM RING SIZE. WHEN MULTIPLE BINDERS ARE USED, CORRELATE DATA INTO RELATED CONSISTENT GROUPINGS. D. PROVIDE TABBED DIVIDERS FOR EACH SEPARATE PRODUCT AND SYSTEM, WITH TYPED DESCRIPTION OF PRODUCT AND MAJOR COMPONENT PARTS OF EQUIPMENT. 3.05 WARRANTIES AND BONDS A. OBTAIN WARRANTIES AND BONDS, EXECUTED IN DUPLICATE BY RESPONSIBLE SUBCONTRACTORS, SUPPLIERS, AND MANUFACTURERS, WITHIN TEN DAYS AFTER COMPLETION OF THE APPLICABLE ITEM OF WORK. EXCEPT FOR ITEMS PUT INTO USE WITH THE OWNER'S PERMISSION, LEAVE DATE OF BEGINNING OF TIME OF WARRANTY UNTIL THE DATE OF SUBSTANTIAL COMPLETION IS DETERMINED. B. VERIFY THAT DOCUMENTS ARE IN PROPER FORM, CONTAIN FULL INFORMATION, AND ARE NOTARIZED. C. CO -EXECUTE SUBMITTALS WHEN REQUIRED. D. RETAIN WARRANTIES AND BONDS UNTIL TIME SPECIFIED FOR SUBMITTAL. END OF SECTION SECTION 022000 - SITE PREPARATION PART1 GENERAL 1.01 SECTION INCLUDES A. BUILDING DEMOLITION. B. SELECTIVE DEMOLITION OF BUILT SITE ELEMENTS. C. ABANDONMENT AND REMOVAL OF EXISTING UTILITIES AND UTILITY STRUCTURES. 1.02 REFERENCES A. 29 CFR 1926 - U.S. OCCUPATIONAL SAFETY AND HEALTH STANDARDS, CURRENT EDITION. B. NFPA 241 -STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2000. 1.03 SUBMITTALS A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. B. PROJECT RECORD DOCUMENTS: ACCURATELY RECORD ACTUAL LOCATIONS OF CAPPED AND ACTIVE UTILITIES AND SUBSURFACE CONSTRUCTION. 1.04 PROJECT CONDITIONS A. MINIMIZE PRODUCTION OF DUST DUE TO DEMOLITION OPERATIONS, DO NOT USE WATER IF THAT WILL RESULT IN ICE, FLOODING, SEDIMENTATION OF PUBLIC WATERWAYS OR STORM SEWERS, OR OTHER POLLUTION. B. COMPLY WITH OTHER REQUIREMENTS SPECIFIED IN SECTION 017300. PART 2 PRODUCTS 2.01 MATERIALS A. FILL MATERIAL: AS SPECIFIED IN SECTION 02315 -FILL AND BACKFILL PART 3 EXECUTION 3.01 EXISTING UTILITIES A. COORDINATE WORK WITH UTILITY COMPANIES, NOTIFY BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS, OBTAIN REQUIRED PERMITS. B. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE. C. DO NOT DISRUPT PUBLIC UTILITIES WITHOUT PERMIT FROM AUTHORITY HAVING JURISDICTION. D. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING LIFE SAFETY SYSTEMS THAT ARE IN USE WITHOUT PRIOR WRITTEN NOTIFICATION TO THE OWNER. E. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING UTILITY BRANCHES OR TAKE -OFFS THAT ARE IN USE VVITHOUT PRIOR WRITTEN NOTIFICATION TO THE OWNER. F. LOCATE AND MARK UTILITIES TO REMAIN, MARK USING HIGHLY VISIBLE TAGS OR FLAGS, WITH IDENTIFICATION OF UTILITY TYPE, PROTECT FROM DAMAGE DUE TO SUBSEQUENT CONSTRUCTION, USING SUBSTANTIAL BARRICADES IF NECESSARY. G. REMOVE EXPOSED PIPING, VALVES, METERS, EQUIPMENT, SUPPORTS, AND FOUNDATIONS OF DISCONNECTED AND ABANDONED UTILITIES. H. PREPARE BUILDING DEMOLITION AREAS BY DISCONNECTING AND CAPPING UTILITIES OUTSIDE THE DEMOLITION ZONE, IDENTIFY AND MARK UTILITIES TO BE SUBSEQUENTLY RECONNECTED, IN SAME MANNER AS OTHER UTILITIES TO REMAIN. 3.02 EXISTING BUILT ELEMENTS A. SCOPE: 1. REMOVE THE BUILDING CONSTRUCTION WHERE REQUIRED TO ACCOMMODATE NEW BUILDING CONSTRUCTION. 2. REMOVE OTHER ITEMS INDICATED, FOR SALVAGE AND REUSE AND REINSTALLATION. 3. FILL EXCAVATIONS, OPEN PITS, AND HOLES IN GROUND AREAS GENERATED AS RESULT OF REMOVALS, USING SPECIFIED FILL, COMPACT FILL AS REQUIRED SO THAT REQUIRED ROUGH GRADE ELEVATIONS DO NOT SUBSIDE WITHIN ONE YEAR AFTER COMPLETION. B. COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR DEMOLITION OPERATIONS AND SAFETY OF ADJACENT STRUCTURES AND THE PUBLIC. 1. OBTAIN REQUIRED PERMITS. 2. COMPLY WITH APPLICABLE REQUIREMENTS OF NFPA 241. 3. USE OF EXPLOSIVES IS NOT PERMITTED. 4. TAKE PRECAUTIONS TO PREVENT CATASTROPHIC OR UNCONTROLLED COLLAPSE OF STRUCTURES TO BE REMOVED, DO NOT ALLOW WORKER OR PUBLIC ACCESS WITHIN RANGE OF POTENTIAL COLLAPSE OF UNSTABLE STRUCTURES. 5. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 6. USE PHYSICAL BARRIERS TO PREVENT ACCESS TO AREAS SECTION 02315 - FILL AND BACKFILL PART 1 GENERAL 1.01 SECTION INCLUDES A. APPROPRIATE BACKFILL AND FILL MATERIAL FOR SITE PREPARATION PART 2 PRODUCTS 2.01 BACKFILL A. SUITABLE MATERIAL SHALL BE FREE OF LARGE LUMPS OR CLODS, WHICH WILL NOT READILY BREAK DOWN UNDER COMPACTION. B. SHALL BE FREE OF VEGETATION OR OTHER EXTRANEOUS MATERIAL. C. MAY BE SUBJECT TO APPROVAL BY THE ENGINEER 2.02 TOPSOIL D. TOP 3" OF FINISH EARTH GRADE SHALL BE TOP SOIL WITH NO EXCESSIVE CLODS. END OF SECTION SECTION 024100 - DEMOLITION PART GENERAL 1.01 DESCRIPTION A. THIS SECTION SPECIFIES DEMOLITION AND REMOVAL OF WALK, CURBS, SLABS, PORTIONS OF BUILDINGS, UTILITIES, OTHER STRUCTURES FROM BUILDING 1.02 PROTECTION A. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY; TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE TO AND FROM SUCH ADJACENT AREAS OF STRUCTURES. COMPLY WITH REQUIREMENTS OF GENERAL CONDITIONS ARTICLE, ACCIDENT PREVENTION. B. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES, WARNING LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS. C. MAINTAIN FENCES, BARRICADES, LIGHTS, AND OTHER SIMILAR ITEMS AROUND EXPOSED EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED. D. PREVENT SPREAD OF FLYING PARTICLES AND DUST. KEEP DUST TO A MINIMUM. E. LOCAL FIRE AND SAFETY RULES TO BE OBSERVED IN PERFORMANCE OF WORK, INCLUDE FOLLOWING: 1. WHEREVER A CUTTING TORCH OR OTHER EQUIPMENT THAT MIGHT CAUSE A FIRE IS USED, PROVIDE AND MAINTAIN FIRE EXTINGUISHERS NEARBY READY FOR IMMEDIATE USE. INSTRUCT ALL POSSIBLE USERS IN USE OF FIRE EXTINGUISHERS. 2. KEEP HYDRANTS CLEAR AND ACCESSIBLE AT ALL TIMES. PROHIBIT DEBRIS FROM ACCUMULATING WITHIN A RADIUS OF 4500 MM (15 FEET) OF FIRE HYDRANTS. F. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE TENANT OR LANDLORD. THE CONTRACTOR SHALL COORDINATE THE WORK OF THIS SECTION WITH ALL OTHER WORKAND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. THE CONTRACTOR SHALL ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR INCREASING STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED UNDER THIS CONTRACT. DO NOT OVERLOAD STRUCTURAL ELEMENTS. PROVIDE NEW SUPPORTS AND REINFORCEMENT FOR EXISTING CONSTRUCTION WEAKENED BY DEMOLITION OR REMOVAL WORKS. REPAIRS, REINFORCEMENT, OR STRUCTURAL REPLACEMENT MUST HAVE RESIDENT ENGINEER'S APPROVAL. 1.03 UTILITY SERVICES A. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED. B. REMOVE ABANDONED UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION OF NEW UTILITY LINES AND NEW CONSTRUCTION. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 DEMOLITION A. DEBRIS, INCLUDING BRICK, CONCRETE, STONE, METALS AND SIMILAR MATERIALS SHALL BECOME PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF BY HIM DAILY TO AVOID ACCUMULATION AT THE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY SHALL BE STORED IN AREAS SPECIFIED BY LANDLORD. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM PRESENT LOCATION INTO PIECES NOT EXCEEDING 600 MM (24 INCHES) SQUARE TO PERMIT DRAINAGE. CONTRACTOR SHALL DISPOSE DEBRIS IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE OR LOCAL PERMITS, RULES AND/OR REGULATIONS. B. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS, FROM ANY TRASH DUMPS ON SITE. MATERIALS REMOVED SHALL BECOME PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE OR LOCAL PERMITS, RULES AND/OR REGULATIONS. 3.02 CLEAN UP A. ON COMPLETION OF WORK OF THIS SECTION AND AFTER REMOVAL OF ALL DEBRIS, LEAVE SITE IN CLEAN CONDITION SATISFACTORY TO START CONSTRUCTION OF TENANT PROPERTY. L y s� tv�t' "el.r Icc 9 1 o L�^ N Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I6 PERMIT • TENANT REVIEW Drawn By: GGW Project No.: 151'7a a 1UU W V � FI_' N a, Z N 05co `W Q V Jvw Z m U ..j V Q _ Q N Q � Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ASlol THAT COULD BE HAZARDOUS TO WORKERS OR THE PUBLIC. 7. CONDUCT OPERATIONS TO MINIMIZE EFFECTS ON AND INTERFERENCE WITH ADJACENT STRUCTURES AND OCCUPANTS. 8. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMIT. 9. CONDUCT UC OPERATIONS TO MINIMIZE OBSTRUCTION OF PUBLIC AND PRIVATE ENTRANCES AND EXITS, DO NOT OBSTRUCT REQUIRED EXITS AT ANY TIME, PROTECT PERSONS USING ENTRANCES AND EXITS FROM REMOVAL OPERATIONS. 10. OBTAIN WRITTEN PERMISSION FROM OWNERS OF ADJACENT PROPERTIES WHEN DEMOLITION EQUIPMENT WILL TRAVERSE, INFRINGE UPON OR LIMIT ACCESS TO THEIR PROPERTY. C. PROTECT EXISTING STRUCTURES AND OTHER ELEMENTS THAT ARE NOT TO BE REMOVED. 1. PROVIDE BRACING AND SHORING. 2. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. 3. STOP WORK IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. D. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING REMOVAL OPERATIONS, STOP WORK AND NOTIFY THE ARCHITECTS AND THE OWNER, HAZARDOUS MATERIALS INCLUDE REGULATED ASBESTOS CONTAINING MATERIALS, LEAD, PCB'S, AND MERCURY. E. PARTIAL REMOVAL OF PAVING AND CURBS: NEATLY SAW CUT AT RIGHT ANGLE TO SURFACE. 3.03 DEBRIS A. REMOVE DEBRIS, JUNK, AND TRASH FROM SITE. 3.04 WASTE REMOVAL A. REMOVE FROM SITE ALL MATERIALS NOT TO BE REUSED ON SITE, DO NOT BURN OR BURY. B. LEAVE SITE IN CLEAN CONDITION, READY FOR SUBSEQUENT WORK. C. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM PUBLIC AND PRIVATE LANDS. END OF SECTION SECTION 02315 - FILL AND BACKFILL PART 1 GENERAL 1.01 SECTION INCLUDES A. APPROPRIATE BACKFILL AND FILL MATERIAL FOR SITE PREPARATION PART 2 PRODUCTS 2.01 BACKFILL A. SUITABLE MATERIAL SHALL BE FREE OF LARGE LUMPS OR CLODS, WHICH WILL NOT READILY BREAK DOWN UNDER COMPACTION. B. SHALL BE FREE OF VEGETATION OR OTHER EXTRANEOUS MATERIAL. C. MAY BE SUBJECT TO APPROVAL BY THE ENGINEER 2.02 TOPSOIL D. TOP 3" OF FINISH EARTH GRADE SHALL BE TOP SOIL WITH NO EXCESSIVE CLODS. END OF SECTION SECTION 024100 - DEMOLITION PART GENERAL 1.01 DESCRIPTION A. THIS SECTION SPECIFIES DEMOLITION AND REMOVAL OF WALK, CURBS, SLABS, PORTIONS OF BUILDINGS, UTILITIES, OTHER STRUCTURES FROM BUILDING 1.02 PROTECTION A. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY; TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE TO AND FROM SUCH ADJACENT AREAS OF STRUCTURES. COMPLY WITH REQUIREMENTS OF GENERAL CONDITIONS ARTICLE, ACCIDENT PREVENTION. B. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES, WARNING LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS. C. MAINTAIN FENCES, BARRICADES, LIGHTS, AND OTHER SIMILAR ITEMS AROUND EXPOSED EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED. D. PREVENT SPREAD OF FLYING PARTICLES AND DUST. KEEP DUST TO A MINIMUM. E. LOCAL FIRE AND SAFETY RULES TO BE OBSERVED IN PERFORMANCE OF WORK, INCLUDE FOLLOWING: 1. WHEREVER A CUTTING TORCH OR OTHER EQUIPMENT THAT MIGHT CAUSE A FIRE IS USED, PROVIDE AND MAINTAIN FIRE EXTINGUISHERS NEARBY READY FOR IMMEDIATE USE. INSTRUCT ALL POSSIBLE USERS IN USE OF FIRE EXTINGUISHERS. 2. KEEP HYDRANTS CLEAR AND ACCESSIBLE AT ALL TIMES. PROHIBIT DEBRIS FROM ACCUMULATING WITHIN A RADIUS OF 4500 MM (15 FEET) OF FIRE HYDRANTS. F. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE TENANT OR LANDLORD. THE CONTRACTOR SHALL COORDINATE THE WORK OF THIS SECTION WITH ALL OTHER WORKAND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. THE CONTRACTOR SHALL ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR INCREASING STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED UNDER THIS CONTRACT. DO NOT OVERLOAD STRUCTURAL ELEMENTS. PROVIDE NEW SUPPORTS AND REINFORCEMENT FOR EXISTING CONSTRUCTION WEAKENED BY DEMOLITION OR REMOVAL WORKS. REPAIRS, REINFORCEMENT, OR STRUCTURAL REPLACEMENT MUST HAVE RESIDENT ENGINEER'S APPROVAL. 1.03 UTILITY SERVICES A. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED. B. REMOVE ABANDONED UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION OF NEW UTILITY LINES AND NEW CONSTRUCTION. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 DEMOLITION A. DEBRIS, INCLUDING BRICK, CONCRETE, STONE, METALS AND SIMILAR MATERIALS SHALL BECOME PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF BY HIM DAILY TO AVOID ACCUMULATION AT THE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY SHALL BE STORED IN AREAS SPECIFIED BY LANDLORD. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM PRESENT LOCATION INTO PIECES NOT EXCEEDING 600 MM (24 INCHES) SQUARE TO PERMIT DRAINAGE. CONTRACTOR SHALL DISPOSE DEBRIS IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE OR LOCAL PERMITS, RULES AND/OR REGULATIONS. B. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS, FROM ANY TRASH DUMPS ON SITE. MATERIALS REMOVED SHALL BECOME PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE OR LOCAL PERMITS, RULES AND/OR REGULATIONS. 3.02 CLEAN UP A. ON COMPLETION OF WORK OF THIS SECTION AND AFTER REMOVAL OF ALL DEBRIS, LEAVE SITE IN CLEAN CONDITION SATISFACTORY TO START CONSTRUCTION OF TENANT PROPERTY. L y s� tv�t' "el.r Icc 9 1 o L�^ N Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I6 PERMIT • TENANT REVIEW Drawn By: GGW Project No.: 151'7a a 1UU W V � FI_' N a, Z N 05co `W Q V Jvw Z m U ..j V Q _ Q N Q � Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ASlol SECTION 033000 - CAST -IN-PLACE CONCRETE PART 1 - GENERAL 1.01 SUMMARY A. THIS SECTION SPECIFIES CAST -IN PLACE CONCRETE, INCLUDING FORMWORK, REINFORCEMENT, CONCRETE MATERIALS, MIXTURE DESIGN, PLACEMENT PROCEDURES, AND FINISHES. 1.02 QUALITY ASSURANCE A. MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN MANUFACTURING READY -MIXED CONCRETE PRODUCTS AND THAT COMPLIES WITH ASTM C 94/C 94M REQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT. 1. MANUFACTURER CERTIFIED ACCORDING TO NRMCA'S "CERTIFICATION OF READY MIXED CONCRETE PRODUCTION FACILITIES." B. ACI PUBLICATIONS: COMPLY WITH THE FOLLOWING UNLESS MODIFIED BY REQUIREMENTS IN THE CONTRACT DOCUMENTS: 1. ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE," SECTIONS 1 THROUGH 5. 2. ACI 117, "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS." PART 2 - PRODUCTS 2.01 STEEL REINFORCEMENT A. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60, DEFORMED. B. PLAIN -STEEL WELDED WIRE REINFORCEMENT: ASTM A 185, PLAIN, FABRICATED FROM AS -DRAWN STEEL WIRE INTO FLAT SHEETS. C. BAR SUPPORTS: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCING BARS AND WELDED WIRE REINFORCEMENT IN PLACE. MANUFACTURE BAR SUPPORTS FROM STEEL WIRE, PLASTIC, OR PRECAST CONCRETE ACCORDING TO CRSI'S "MANUAL OF STANDARD PRACTICE." 2.02 CONCRETE MATERIALS A. CEMENTITIOUS MATERIAL: USE THE FOLLOWING CEMENTITIOUS MATERIALS, OF THE SAME TYPE, BRAND, AND SOURCE, THROUGHOUT PROJECT: 1. PORTLAND CEMENT: ASTM C 150, TYPE I. B. NORMAL -WEIGHT AGGREGATES: ASTM C 33, GRADED, 1 -INCH (25 -MM) NOMINAL MAXIMUM COARSE -AGGREGATE SIZE. 1. FINE AGGREGATE: FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN CEMENT. C. WATER: ASTM C 94/C 94M AND POTABLE. D. AIR -ENTRAINING ADMIXTURE: ASTM C 260. E. CHEMICAL ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE. 1. WATER -REDUCING ADMIXTURE: ASTM C 494/C 494M, TYPE A. 2. RETARDING ADMIXTURE: ASTM C 494/C 494M, TYPE B. 3. WATER -REDUCING AND RETARDING ADMIXTURE: ASTM C 494/C 494M, TYPE D. 4. HIGH -RANGE, WATER -REDUCING ADMIXTURE: ASTM C 494/C 494M, TYPE F. 5. HIGH -RANGE, WATER -REDUCING AND RETARDING ADMIXTURE: ASTM C 494/C 494M, TYPE G. 6. PLASTICIZING AND RETARDING ADMIXTURE: ASTM C 1017/C 1017M, TYPE II. 2.03 VAPOR RETARDERS A. PLASTIC VAPOR RETARDER: ASTM E 1745, CLASS B. INCLUDE MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURE -SENSITIVE TAPE. 2.04 CURING MATERIALS A. EVAPORATION RETARDER: WATERBORNE, MONOMOLECULAR FILM FORMING, MANUFACTURED FOR APPLICATION TO FRESH CONCRETE. B. ABSORPTIVE COVER: AASHTO M 182, CLASS 2, BURLAP CLOTH MADE FROM JUTE OR KENAF, WEIGHING APPROXIMATELY 9 OZ./SQ. YD. (305 G/SQ. M) WHEN DRY. C. MOISTURE -RETAINING COVER: ASTM C 171, POLYETHYLENE FILM OR WHITE BURLAP -POLYETHYLENE SHEET. D. WATER: POTABLE. 2.05 RELATED MATERIALS A. EXPANSION- AND ISOLATION -JOINT -FILLER STRIPS: ASTM D 1751, ASPHALT -SATURATED CELLULOSIC FIBER. 2.06 CONCRETE MIXTURES A. PREPARE DESIGN MIXTURES FOR EACH TYPE AND STRENGTH OF CONCRETE, PROPORTIONED ON THE BASIS OF LABORATORY TRIAL MIXTURE OR FIELD TEST DATA, OR BOTH, ACCORDING TO ACI 301. B. PROPORTION NORMAL -WEIGHT CONCRETE MIXTURE AS FOLLOWS: 1. MINIMUM COMPRESSIVE STRENGTH: 3000 PSI (27.6 MPA) AT 28 DAYS. 2. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.45. 3. SLUMP LIMIT: 5 INCHES (125 MM), PLUS OR MINUS 1 INCH (25 MM). 4. AIR CONTENT: 6 PERCENT, PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY FOR 1 -INCH (25 -MM) NOMINAL MAXIMUM AGGREGATE SIZE. 5. AIR CONTENT: DO NOT ALLOW AIR CONTENT OF TROWELED FINISHED FLOORS TO EXCEED 3 PERCENT. PART 3 - EXECUTION 3.01 FORMWORK A. DESIGN, ERECT, SHORE, BRACE, AND MAINTAIN FORMWORK ACCORDING TO ACI 301 TO SUPPORT VERTICAL, LATERAL, STATIC, AND DYNAMIC LOADS, AND CONSTRUCTION LOADS THAT MIGHT BE APPLIED, UNTILT S RUCTUREA C N SUPPORT SUCH LOADS. 3.02 STEEL REINFORCEMENT A. GENERAL: COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR PLACING REINFORCEMENT. 1. DO NOT CUT OR PUNCTURE VAPOR RETARDER. REPAIR DAMAGE AND RESEAL VAPOR RETARDER BEFORE PLACING CONCRETE. 3.03 JOINTS A. GENERAL: CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. B. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED OR AS APPROVED BY ARCHITECT. C. CONTRACTION JOINTS IN SLABS -ON -GRADE: FORM WEAKENED -PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF CONCRETE THICKNESS AS FOLLOWS: 1. GROOVED JOINTS: FORM CONTRACTION JOINTS AFTER INITIAL FLOATING BY GROOVING AND FINISHING EACH EDGE OF JOINT TO A RADIUS OF 1/8 INCH (3.2 MM). REPEAT GROOVING OF CONTRACTION JOINTS AFTER APPLYING SURFACE FINISHES. ELIMINATE GROOVER TOOL MARKS ON CONCRETE SURFACES. 2. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMOND -RIMMED BLADES. CUT 1/8 -INCH- (3.2 -MM-) WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. D. ISOLATION JOINTS IN SLABS -ON -GRADE: AFTER REMOVING FORMWORK, INSTALL JOINT -FILLER STRIPS AT SLAB JUNCTIONS WITH VERTICAL SURFACES, SUCH AS COLUMN PEDESTALS, FOUNDATION WALLS, GRADE BEAMS, AND OTHER LOCATIONS, AS INDICATED. 3.04 CONCRETE PLACEMENT A. BEFORE PLACING CONCRETE, VERIFY THAT INSTALLATION OF FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS IS COMPLETE AND THAT REQUIRED INSPECTIONS HAVE BEEN PERFORMED, 1. DEPOSIT CONCRETE CONTINUOUSLY IN ONE LAYER. B. PLACE CONCRETE OVER COMPACTED SUB -GRADE, MINIMUM 95% DENSITY PER ASTM D1557. SUBMIT TEST REPORT TO OWNER. 3.05 FINISHING FLOORS AND SLABS A. GENERAL: COMPLY WITH ACI 302.1 R RECOMMENDATIONS FOR SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE SURFACES. DO NOT WET CONCRETE SURFACES. B. FLOAT FINISH: CONSOLIDATE SURFACE WITH POWER -DRIVEN FLOATS OR BY HAND FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER DRIVEN FLOATS. RESTRAIGHTEN, CUT DOWN HIGH SPOTS, AND FILL LOW SPOTS. REPEAT FLOAT PASSES AND RESTRAIGHTENING UNTIL SURFACE IS LEFT WITH A UNIFORM, SMOOTH, GRANULAR TEXTURE. C. TROWEL FINISH: AFTER APPLYING FLOAT FINISH, APPLY FIRST TROWELING AND CONSOLIDATE CONCRETE BY HAND OR POWER -DRIVEN TROWEL. CONTINUE TROWELING PASSES AND RESTRAIGHTEN UNTIL SURFACE IS FREE OF TROWEL MARKS AND UNIFORM IN TEXTURE AND APPEARANCE. GRIND SMOOTH ANY SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED COATINGS OR FLOOR COVERINGS. D. BROOM FINISH: APPLY A BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS, AND ELSEWHERE AS INDICATED. 3.06 CONCRETE PROTECTING AND CURING A. GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD -WEATHER PROTECTION AND ACI 301 FOR HOT -WEATHER PROTECTION DURING CURING. END OF SECTION 033000 SECTION 042000 - UNIT MASONRY PART 1- GENERAL 1.1 SUMMARY A. THIS SECTION INCLUDES UNIT MASONRY ASSEMBLIES CONSISTING OF THE FOLLOWING, 1. CONCRETE MASONRY UNITS (CMUS). 2. DECORATIVE CONCRETE MASONRY UNITS. 3. PRE -FACED CONCRETE MASONRY UNITS. 4. CONCRETE BRICK. 5. FACE BRICK. 6. HOLLOW BRICK. 7. OTHER MATERIALS NECESSARY TO MATCH EXISTING BUILDING CONSTRUCTION. 1.2 PROJECT CONDITIONS A. COLD -WEATHER REQUIREMENTS: DO NOT USE FROZEN MATERIALS OR MATERIALS MIXED OR COATED WITH ICE OR FROST. DO NOT BUILD ON FROZEN SUBSTRATES. REMOVE AND REPLACE UNIT MASONRY DAMAGED BY FROST OR BY FREEZING CONDITIONS. COMPLY WITH COLD -WEATHER CONSTRUCTION REQUIREMENTS CONTAINED IN ACI 530.1/ASCE 6/TMS 602. B. HOT -WEATHER REQUIREMENTS: COMPLY WITH HOT -WEATHER CONSTRUCTION REQUIREMENTS CONTAINED IN ACI 530.1/ASCE 6/TMS 602. PART2- PRODUCTS 2.1 MANUFACTURERS A. IN OTHER PART 2 ARTICLES WHERE TITLES BELOW INTRODUCE LISTS, THE FOLLOWING REQUIREMENTS APPLY TO PRODUCT SELE=CTION: 1. PROVIDE PRODUCTS FROM MANUFACTURERS THAT MEET REQUIREMENTS. 2.2 COLORS, TEXTURES, AND PATTERNS A. AS SCHEDULED ON DRAWINGS. 2.3 CONCRETE MASONRY UNITS (CMUS) A. SHAPES: PROVIDE SPECIAL SHAPES FOR LINTELS, CORNERS, JAMBS, SASHES, MOVEMENT JOINTS, HEADERS, BONDING, AND OTHER SPECIAL CONDITIONS. B. CONCRETE MASONRY UNITS: ASTM C 90. 1. WEIGHT CLASSIFICATION: NORMAL WEIGHT. 2.4 BRICK A. GENERAL: PROVIDE SHAPES INDICATED AND AS FOLLOWS: 1. FOR ENDS OF SILLS AND CAPS AND FOR SIMILAR APPLICATIONS THAT WOULD OTHERWISE EXPOSE UNFINISHED BRICK SURFACES, PROVIDE UNITS WITHOUT CORES OR FROGS AND WITH EXPOSED SURFACES FINISHED. WHERE REQUIRED TO MATCH EXISTING. 2. PROVIDE SPECIAL SHAPES FOR APPLICATIONS WHERE SHAPES PRODUCED BY SAWING WOULD RESULT IN SAWED SURFACES BEING EXPOSED TO VIEW. B. FACE BRICK: ASTM C 216 UBC STANDARD 21-1, GRADE SW, TYPE FBX. C. HOLLOW BRICK: ASTM C 652, GRADE SW. 2.6 REINFORCEMENT A. UNCOATED STEEL REINFORCING BARS: ASTM A 615/A 615M OR ASTM A 996/A 996M, GRADE 60 (GRADE 420). B. MASONRY JOINT REINFORCEMENT: ASTM A 951, MILL GALVANIZED, CARBON -STEEL WIRE FOR INTERIOR WALLS AND HOT -DIP GALVANIZED, CARBON -STEEL WIRE FOR EXTERIOR WALLS. 1. WIRE SIZE FOR SIDE RODS: W1.7 OR 0.148 -INCH (3.8. -MM) DIAMETER. 2. WIRE SIZE FOR CROSS RODS: W1.7 OR 0.148 -INCH (3.8 -MM) DIAMETER. 3. WIRE SIZE FOR VENEER TIES: W2.8 OR 0.188 -INCH (4.8 -MM) DIAMETER. 4. SPACING OF CROSS RODS, TABS, AND CROSS TIES: NOT MORE THAN 16 INCHES (407 MM) O.C. 5. SINGLE-WYTHE MASONRY: EITHER LADDER OR TRUSS TYPE WITH SINGLE PAIR OF SIDE RODS. 6. MULTIWYTHE MASONRY: A. LADDER TYPE WITH 1 SIDE ROD AT EACH FACE SHELL OF HOLLOW MASONRY UNITS MORE THAN 4 INCHES (100 MM) IN WIDTH, PLUS 1 SIDE ROD AT EACH WYTHE OF MASONRY 4 INCHES (100 MM) OR LESS IN VVI DTH. 2.7 TIES AND ANCHORS A. MATERIALS: 1. HOT -DIP GALVANIZED, CARBON -STEEL VVIRE: ASTM A 82, WITH ASTM A 153/A 153M, CLASS B-2 COATING. 2. STEEL SHEET, GALVANIZED AFTER FABRICATION: ASTM A 1008/A 1008M, COMMERCIAL STEEL, HOT -DIP GALVANIZED AFTER FABRICATION TO COMPLY WITH ASTM A 153/A 153M. 3. STEEL PLATES, SHAPES, AND BARS: ASTM A 36/A 36M. B. WIRE TIES, GENERAL: UNLESS OTHERWISE INDICATED, SIZE WIRE TIES TO EXTEND AT LEAST HALFWAY THROUGH VENEER BUT WITH AT LEAST 5/8 -INCH (16 -MM) COVER ON OUTSIDE FACE. OUTER ENDS OF WIRES ARE BENT 90 DEGREES AND EXTEND 2 INCHES (50 MM) PARALLEL TO FACE OF VENEER. C. INDIVIDUAL WIRE TIES: RECTANGULAR UNITS WITH CLOSED ENDS AND NOT LESS THAN 4 INCHES (100 MM) WIDE. 1. WIRE: FABRICATE FROM 3/16 -INCH- (4.8 -MM-) DIAMETER, HOT -DIP GALVANIZED STEEL WIRE. 2.8 EMBEDDED FLASHING MATERIALS A. METAL FLASHING: COMPLY WITH SMACNA'S ARCHITECTURAL SHEET METAL MANUAL. B. FLEXIBLE FLASHING: FOR FLASHING NOT EXPOSED TO THE EXTERIOR: 1. COPPER -LAMINATED FLASHING: 7-OZ./SQ. FT. (2-KG/SQ. M) COPPER SHEET BONDED WITH ASPHALT BETWEEN 2LAYERS OF GLASS -FIBER CLOTH. C. SOLDER AND SEALANTS FOR SHEET METAL FLASHINGS: AS SPECIFIED BY FLASHING MANUFACTURER. D. ADHESIVES, PRIMERS, AND SEAM TAPES FOR FLASHINGS: AS RECOMMENDED BY FLASHING MANUFACTURER. 2.9 MISCELLANEOUS MASONRY ACCESSORIES A. COMPRESSIBLE FILLER: PREMOLDED FILLER STRIPS COMPLYING WITH ASTM D 1056, GRADE 2A1, COMPRESSIBLE UP TO 35 PERCENT, FORMULATED FROM NEOPRENE URETHANE OR PVC. B. PREFORMED CONTROL -JOINT GASKETS: MADE FROM STYRENE -BUTADIENE -RUBBER COMPOUND, COMPLYING WITH ASTM D 2000, DESIGNATION M2AA-805 AND DESIGNED TO FIT STANDARD SASH BLOCK AND TO MAINTAIN LATERAL STABILITY IN MASONRY WALL. C. BOND -BREAKER STRIPS: ASPHALT -SATURATED, ORGANIC ROOFING FELT COMPLYING WITH ASTM D 226, TYPE I (NO. 15 ASPHALT FELT). D. WEEP/VENT PRODUCTS: USE ONE OF THE FOLLOWING, UNLESS OTHERWISE INDICATED: 1. RECTANGULAR PLASTIC WEEP/VENT TUBING: CLEAR BUTYRATE, 3/8 BY 1-1/2 BY 3-1/2 INCHES (9 BY 38 BY 89 MM) LONG. 2.10 MASONRY CLEANERS A. PROPRIETARY ACIDIC CLEANER: MANUFACTURER'S STANDARD -STRENGTH CLEANER DESIGNED FOR REMOVING MORTAR/GROUT STAINS FROM NEW MASONRY WITHOUT DAMAGING MASONRY. USE PRODUCT APPROVED FOR INTENDED USE BY CLEANER MANUFACTURER AND MANUFACTURER OF MASONRY UNITS BEING CLEANED. 2.11 MORTAR AND GROUT MIXES A. GENERAL: DO NOT USE ADMIXTURES, UNLESS OTHERWISE INDICATED. 1. DO NOT USE CALCIUM CHLORIDE IN MORTAR OR GROUT. 2. LIMIT CEMENTITIOUS MATERIALS IN MORTAR FOR EXTERIOR AND REINFORCED MASONRY TO PORTLAND CEMENT AND LIME. 3. ADD COLD -WEATHER ADMIXTURE (IF USED) AT SAME RATE FOR ALL MORTAR THAT WILL BE EXPOSED TO VIEW, REGARDLESS OF WEATHER CONDITIONS, TO ENSURE THAT MORTAR COLOR IS CONSISTENT. B. MORTAR FOR UNIT MASONRY: COMPLY WITH ASTM C 270, PROPORTION SPECIFICATION. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. USE FULL-SIZE UNITS WITHOUT CUTTING IF POSSIBLE. IF CUTTING IS REQUIRED, CUT UNITS WITH MOTOR -DRIVEN SAWS, PROVIDE CLEAN, SHARP, UN -CHIPPED EDGES. ALLOW UNITS TO DRY BEFORE LAYING UNLESS WETTING OF UNITS IS SPECIFIED. INSTALL CUT UNITS WITH CUT SURFACES AND, WHERE POSSIBLE, CUT EDGES CONCEALED. B. SELECT AND ARRANGE UNITS FOR EXPOSED UNIT MASONRY TO PRODUCE A UNIFORM BLEND OF COLORS AND TEXTURES. C. WETTING OF BRICK: WET BRICK BEFORE LAYING IF INITIAL RATE OF ABSORPTION EXCEEDS 30 G/30 SQ. IN. (30 G/194 SQ. CM) PER MINUTE WHEN TESTED PER ASTM C 67. ALLOW UNITS TO ABSORB WATER SO THEY ARE DAMP BUT NOT WET AT TIME OF LAYING. D. COMPLY WITH TOLERANCES IN ACI 530.1/ASCE 6/TMS 602 AND WITH THE FOLLOWING: 1. FOR CONSPICUOUS VERTICAL LINES, SUCH AS EXTERNAL CORNERS, DOOR JAMBS, REVEALS, AND EXPANSION AND CONTROL JOINTS, DO NOT VARY FROM PLUMB BY MORE THAN 1/8 INCH IN 10 FEET (3 MM IN 3 M), 1/4 INCH IN 20 FEET (6 MM IN 6 M), OR 1/2 INCH (12 MM) MAXIMUM. 2. FOR CONSPICUOUS HORIZONTAL LINES, SUCH AS LINTELS, SILLS, PARAPETS, AND REVEALS, DO NOT VARY FROM LEVEL BY MORE THAN 1/8 INCH IN 10 FEET (3 MM IN 3 M), 1/4 INCH IN 20 FEET (6 MM IN 6 M), OR 1/2 INCH (12 MM) MAXIMUM. 3.2 LAYING MASONRY WALLS A. LAY OUT WALLS IN ADVANCE FOR ACCURATE SPACING OF SURFACE BOND PATTERNS WITH UNIFORM JOINT THICKNESSES AND FOR ACCURATE LOCATION OF OPENINGS, MOVEMENT -TYPE JOINTS, RETURNS, AND OFFSETS. AVOID USING LESS -THAN -HALF-SIZE UNITS, PARTICULARLY AT CORNERS, JAMBS, AND, WHERE POSSIBLE, AT OTHER LOCATIONS. B. BOND PATTERN FOR EXPOSED MASONRY: UNLESS OTHERWISE INDICATED, LAY EXPOSED MASONRY IN RUNNING BOND, DO NOT USE UNITS WITH LESS THAN NOMINAL 4 -INCH (100 -MM) HORIZONTAL FACE DIMENSIONS AT CORNERS OR JAMBS. C. BUILT-IN WORK: AS CONSTRUCTION PROGRESSES, BUILD IN ITEMS SPECIFIED IN THIS AND OTHER SECTIONS. FILL IN SOLIDLY WITH MASONRY AROUND BUILT-IN ITEMS. D. FILL SPACE BETWEEN STEEL FRAMES AND MASONRY SOLIDLY WITH MORTAR, UNLESS OTHERWISE INDICATED. E. FILL CORES IN HOLLOW CONCRETE MASONRY UNITS WITH GROUT 24 INCHES (600 MM) UNDER BEARING PLATES, BEAMS, LINTELS, POSTS, AND SIMILAR ITEMS, UNLESS OTHERWISE INDICATED. 3.3 MORTAR BEDDING AND JOINTING A. LAY HOLLOW BRICK AND CONCRETE MASONRY UNITS AS FOLLOWS: 1. WITH FACE SHELLS FULLY BEDDED IN MORTAR AND WITH HEAD JOINTS OF DEPTH EQUAL TO BED JOINTS. 2. WITH WEBS FULLY BEDDED IN MORTAR IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS. 3. WITH WEBS FULLY BEDDED IN MORTAR IN GROUTED MASONRY, INCLUDING STARTING COURSE ON FOOTINGS. 4. WITH ENTIRE UNITS, INCLUDING AREAS UNDER CELLS, FULLY BEDDED IN MORTAR AT STARTING COURSE ON FOOTINGS WHERE CELLS ARE NOT GROUTED. B. LAY SOLID MASONRY UNITS WITH COMPLETELY FILLED BED AND HEAD JOINTS, BUTTER ENDS WITH SUFFICIENT MORTAR TO FILL HEAD JOINTS AND SHOVE INTO PLACE. DO NOT DEEPLY FURROW BED JOINTS OR SLUSH HEAD JOINTS. C. TOOL EXPOSED JOINTS SLIGHTLY CONCAVE WHEN THUMBPRINT HARD, USING A JOINTER LARGER THAN JOINT THICKNESS, UNLESS OTHERWISE INDICATED. D. CUT JOINTS FLUSH FOR MASONRY WALLS TO RECEIVE PLASTER OR OTHER DIRECT -APPLIED FINISHES (OTHER THAN PAINT), UNLESS OTHERWISE INDICATED. 3.04 COMPOSITE MASONRY A. BOND WYTHES OF COMPOSITE MASONRY TOGETHER USING ONE OF THE FOLLOWING METHODS: 1. INDIVIDUAL METAL TIES: PROVIDE TIES AS SHOWN INSTALLED IN HORIZONTAL JOINTS, BUT NOT LESS THAN ONE METAL TIE FOR 2.67 SQ. FT. (0.25 SQ. M) OF WALL AREA SPACED NOT TO EXCEED 24 INCHES (610 MM) O.C. HORIZONTALLY AND 16 INCHES (406 MM) O.C. VERTICALLY. STAGGER TIES IN ALTERNATE COURSES. PROVIDE ADDITIONAL TIES WITHIN 12 INCHES (305 MM) OF OPENINGS AND SPACE NOT MORE THAN 36 INCHES (915 MM) APART AROUND PERIMETER OF OPENINGS. AT INTERSECTING AND ABUTTING WALLS, PROVIDE TIES AT NO MORE THAN 24 INCHES (610 MM) O.C. VERTICALLY. 2. MASONRY JOINT REINFORCEMENT: INSTALLED IN HORIZONTAL MORTAR JOINTS. B. WHERE BED JOINTS OF BOTH WYTHES ALIGN, USE LADDER -TYPE REINFORCEMENT EXTENDING ACROSS BOTH WYTHES. C. WHERE BED JOINTS OF WYTHES DO NOT ALIGN, USE ADJUSTABLE (TWO-PIECE) TYPE REINFORCEMENT WITH CONTINUOUS HORIZONTAL WIRE IN FACING WYTHE ATTACHED TO TIES. D. COLLAR JOINTS: SOLIDLY FILL COLLAR JOINTS BY PARGING FACE OF FIRST WYTHE THAT IS LAID AND SHOVING UNITS OF OTHER WYTHE INTO PLACE. E. CORNERS: PROVIDE INTERLOCKING MASONRY UNIT BOND IN EACH WYTHE AND COURSE AT CORNERS, UNLESS OTHERWISE INDICATED. 3.05 MASONRY JOINT REINFORCEMENT A. GENERAL: INSTALL IN MORTAR WITH A MINIMUM COVER OF 5/8 INCH (16 MM) ON EXTERIOR SIDE OF WALLS, 1/2 INCH (13 MM) ELSEWHERE. LAP REINFORCEMENT A MINIMUM OF 6 INCHES (150 MM). B. INTERRUPT JOINT REINFORCEMENT AT CONTROL AND EXPANSION JOINTS, UNLESS OTHERWISE INDICATED. C. PROVIDE CONTINUITY AT WALL INTERSECTIONS BY USING PREFABRICATED T -SHAPED UNITS. D. PROVIDE CONTINUITY AT CORNERS BY USING PREFABRICATED L -SHAPED UNITS. 3.06 ANCHORING MASONRY VENEERS A. ANCHOR MASONRY VENEERS TO WALL FRAMING OR CONCRETE AND MASONRY BACKUP WITH MASONRY -VENEER ANCHORS TO COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. FASTEN SCREW -ATTACHED ANCHORS THROUGH SHEATHING TO WALL FRAMING AND TO CONCRETE AND MASONRY BACKUP WITH METAL FASTENERS OF TYPE INDICATED. . 2. EMBED TIE SECTIONS IN MASONRY JOINTS. 3. LOCATE ANCHOR SECTIONS TO ALLOW MAXIMUM VERTICAL DIFFERENTIAL MOVEMENT OF TIES UP AND DOWN. 4. SPACE ANCHORS AS INDICATED, BUT NOT MORE THAN 16 INCHES (406 MM) O.C. VERTICALLY AND 24 INCHES (610 MM) O.C. HORIZONTALLY WITH NOT LESS THAN 1 ANCHOR FOR EACH 2.67 SQ. FT. (0.25 SQ. M) OF WALL AREA. INSTALL ADDITIONAL ANCHORS WITHIN 12 INCHES (305 MM) OF OPENINGS AND AT INTERVALS, NOT EXCEEDING 36 INCHES (914 MM), AROUND PERIMETER. 3.07 FLASHING, WEEP HOLES, CAVITY DRAINAGE, AND VENTS A. GENERAL: INSTALL EMBEDDED FLASHING AND WEEP HOLES IN MASONRY AT SHELF ANGLES, LINTELS, LEDGES, OTHER OBSTRUCTIONS TO DOWNWARD FLOW OF WATER IN WALL, AND WHERE INDICATED. B. INSTALL FLASHING AS FOLLOWS, UNLESS OTHERWISE INDICATED: 1. PREPARE MASONRY SURFACES SO THEY ARE SMOOTH AND FREE FROM PROJECTIONS THAT COULD PUNCTURE FLASHING. WHERE FLASHING IS WITHIN MORTAR JOINT, PLACE THROUGH -WALL FLASHING ON SLOPING BED OF MORTAR AND COVER WITH MORTAR. BEFORE COVERING WITH MORTAR, SEAL PENETRATIONS IN FLASHING AS RECOMMENDED BY FLASHING MANUFACTURER. 2. AT LINTELS AND SHELF ANGLES, EXTEND FLASHING A MINIMUM OF 6 INCHES (150 MM) INTO MASONRY AT EACH END. AT HEADS AND SILLS, EXTEND FLASHING 6 INCHES (150 MM) AT ENDS AND TURN UP NOT LESS THAN 2 INCHES (50 MM) TO FORM END DAMS. C. INSTALL WEEP HOLES IN HEAD JOINTS IN EXTERIOR WYTHES OF FIRST COURSE OF MASONRY IMMEDIATELY ABOVE EMBEDDED FLASHING AND AS FOLLOWS: 1. USE SPECIFIED WEEP/VENT PRODUCTS TO FORM WEEP HOLES. 2. SPACE WEEP HOLES 24 INCHES (600 MM) O.C., UNLESS OTHERWISE INDICATED. 3. COVER CAVITY SIDE OF WEEP HOLES WITH PLASTIC INSECT SCREENING AT CAVITIES INSULATED WITH LOOSE -FILL INSULATION. D. PLACE CAVITY DRAINAGE MATERIAL IN CAVITIES TO COMPLY WITH CONFIGURATION REQUIREMENTS FOR CAVITY DRAINAGE MATERIAL IN PART 2 "MISCELLANEOUS MASONRY ACCESSORIES" ARTICLE. 3.08 REINFORCED UNIT MASONRY INSTALLATION A. TEMPORARY FORMWORK AND SHORES: CONSTRUCT FORMWORK AND SHORES AS NEEDED TO SUPPORT REINFORCED MASONRY ELEMENTS DURING CONSTRUCTION. 1. CONSTRUCT FORMWORK TO PROVIDE SHAPE, LINE, AND DIMENSIONS OF COMPLETED MASONRY AS INDICATED. MAKE FORMS SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR AND GROUT. BRACE, TIE, AND SUPPORT FORMS TO MAINTAIN POSITION AND SHAPE DURING CONSTRUCTION AND CURING OF REINFORCED MASONRY. 2. DO NOT REMOVE FORMS AND SHORES UNTIL REINFORCED MASONRY MEMBERS HAVE HARDENED SUFFICIENTLY TO CARRY THEIR OWN WEIGHT AND OTHER TEMPORARY LOADS THAT MAY BE PLACED ON THEM DURING CONSTRUCTION. B. PLACING REINFORCEMENT: COMPLY WITH REQUIREMENTS IN ACI 530.1/ASCE 6/TMS 602. C. GROUTING: DO NOT PLACE GROUT UNTIL ENTIRE HEIGHT OF MASONRY TO BE GROUTED HAS ATTAINED ENOUGH STRENGTH TO RESIST GROUT PRESSURE. 1. COMPLY WITH REQUIREMENTS IN ACI 530.1/ASCE 6/TMS 602 FOR CLEANOUTS AND FOR GROUT PLACEMENT, INCLUDING MINIMUM GROUT SPACE AND MAXIMUM POUR HEIGHT. 2. LIMIT HEIGHT OF VERTICAL GROUT POURS TO NOT MORE THAN 60 INCHES (1520 MM). 3.09 PARGING A. PARGE EXTERIOR FACES OF BELOW -GRADE MASONRY WALLS, WHERE INDICATED, IN 2 UNIFORM COATS TO A TOTAL THICKNESS OF 3/4 INCH (19 MM) WITH A STEEL -TROWEL FINISH. FORM A WASH AT TOP OF PARGING AND A COVE AT BOTTOM. DAMP -CURE PARGING FOR AT LEAST 24 HOURS AND PROTECT PARGING UNTIL CURED, 3.10 CLEANING A. IN -PROGRESS CLEANING: CLEAN UNIT MASONRY AS WORK PROGRESSES BY DRY BRUSHING TO REMOVE MORTAR FINS AND SMEARS BEFORE TOOLING JOINTS. B. FINAL CLEANING: AFTER MORTAR IS THOROUGHLY SET AND CURED, CLEAN EXPOSED MASONRY AS FOLLOWS: 1. TEST CLEANING METHODS ON SAMPLE WALL PANEL, LEAVE ONE-HALF OF PANEL UNCLEANED FOR COMPARISON PURPOSES. 2. PROTECT ADJACENT SURFACES FROM CONTACT WITH CLEANER. 3. WET WALL SURFACES WITH WATER BEFORE APPLYING CLEANERS, REMOVE CLEANERS PROMPTLY BY RINSING SURFACES THOROUGHLY WITH CLEAR WATER. 4. CLEAN BRICK BY BUCKET -AND -BRUSH HAND -CLEANING METHOD DESCRIBED IN BIA TECHNICAL NOTES 20. 5. CLEAN MASONRY WITH A PROPRIETARY ACIDIC CLEANER APPLIED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. CLEAN CONCRETE MASONRY BY CLEANING METHOD INDICATED IN NCMA TEK 8-2A APPLICABLE TO TYPE OF STAIN ON EXPOSED SURFACES. 3.11 MASONRY WASTE DISPOSAL A. WASTE DISPOSAL AS FILL MATERIAL: DISPOSE OF CLEAN MASONRY WASTE, INCLUDING EXCESS OR SOIL -CONTAMINATED SAND, WASTE MORTAR, AND BROKEN MASONRY UNITS, BY CRUSHING AND MIXING WITH FILL MATERIAL AS FILL IS PLACED. 1. DO NOT DISPOSE OF MASONRY WASTE AS FILL WITHIN 18 INCHES (450 MM) OF FINISHED GRADE. 2. REMOVE EXCESS CLEAN MASONRY WASTE THAT CANNOT BE USED AS FILL, AS DESCRIBED ABOVE, AND OTHER MASONRY WASTE, AND LEGALLY DISPOSE OF OFF OWNER'S PROPERTY. END OF SECTION 042000 SECTION 055000 - METAL FABRICATIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. SHOP FABRICATED STEEL ITEMS. 1.02 REFERENCES A. ASTM A 36/A 36M - STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL, 2001. B. ASTM A 53/A 53M - STANDARD SPECIFICATION FOR PIPE, STEEL, BLACK AND HOT -DIPPED, ZINC -COATED, WELDED AND SEAMLESS, 2002. C. ASTM A 123/A 123M - STANDARD SPECIFICATION FOR ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS, 2002. D. ASTM A 153/A 153M - STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE, 2002. E. ASTM A 283/A 283M - STANDARD SPECIFICATION FOR LOW AND INTERMEDIATE TENSILE STRENGTH CARBON STEEL PLATLS, 2000. F. ASTM A 325 - STANDARD SPECIFICATION FOR STRUCTURAL BOLTS, STEEL, HEAT TREATED, 120/105 KSI MINIMUM TENSILE STRENGTH, 2002. G. ASTM A 325M - STANDARD SPECIFICATION FOR HIGH-STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS (METRIC), 2000. H. ASTM A 501 - STANDARD SPECIFICATION FOR HOT -FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING, 2001. I. AWS D1.1 - STRUCTURAL WELDING CODE - STEEL, AMERICAN WELDING SOCIETY, 2002. J. SSPC-PAINT 20 - ZINC -RICH PRIMERS (TYPE I, "INORGANIC," AND TYPE II, "ORGANIC"), SOCIETY FOR PROTECTIVE COATINGS, 2002. K. SSPC-SP 2 - HAND TOOL CLEANING, SOCIETY FOR PROTECTIVE COATINGS, 1982 (ED. 2000). PART 2 PRODUCTS 2.01 MATERIALS - STEEL A. STEEL SECTIONS: ASTM A 36/A 36M. B. STEEL TUBING: ASTM A 501 HOT -FORMED STRUCTURAL TUBING. C. PLATES: ASTM A 283. D. PIPE: ASTM A 53/A 53M, GRADE B SCHEDULE 40, BLACK FINISH. E. BOLTS, NUTS, AND WASHERS: ASTM A 325 (ASTM A 325M), TYPE 1, GALVANIZED TO ASTM A 153/A 153M WHERE CONNECTING GALVANIZED COMPONENTS. F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED. G. TOUCH-UP PRIMER FOR GALVANIZED SURFACES: SSPC-PAINT 20, TYPE I - INORGANIC, COMPLYING WITH VOC LIMITATIONS OF AUTHORITIES HAVING JURISDICTION. 2.02 FABRICATION A. FIT AND SHOP ASSEMBLE ITEMS IN LARGEST PRACTICAL SECTIONS, FOR DELIVERY TO SITE. B. FABRICATE ITEMS WITH JOINTS TIGHTLY FITTED AND SECURED. C. CONTINUOUSLY SEAL JOINED MEMBERS BY CONTINUOUS WELDS OR INTERMITENT WELDS AS INDICATED. D. GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT FINISH SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. E. EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK SCREWS OR BOLTS, UNOBTRUSIVELY LOCATED, CONSISTENT WITH DESIGN OF COMPONENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. F. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS. FABRICATE ANCHORS AND RELATED COMPONENTS OF SAME MATERIAL AND FINISH AS FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 2.03 FABRICATED ITEMS A. LEDGE ANGLES, SHELF ANGLES, CHANNELS, AND PLATES NOT ATTACHED TO STRUCTURAL FRAMING: FOR SUPPORT AND ATTACHMENT OF INTERIOR SOFFIT AND MISC. CONSTRUCTION INDICATED ON DRAVVINGS, PRIME PAINT FINISH. B. LINTELS: AS DETAILED, GALVANIZED FINISH. 2.04 FINISHES - STEEL A. PRIME PAINT ALL STEEL ITEMS. B. PREPARE SURFACES TO BE PRIMED IN ACCORDANCE WITH SSPC-SP2. C. CLEAN SURFACES OF RUST, SCALE, GREASE, AND FOREIGN MATTER PRIOR TO FINISHING. D. PRIME PAINTING: TWO COATS. E. GALVANIZING OF STRUCTURAL STEEL MEMBERS: GALVANIZE AFTER FABRICATION TO ASTM A 123/A 123M REQUIREMENTS. PROVIDE MINIMUM 1.7 OZ/SQ FT (530 G/SQ M) GALVANIZED COATING. F. GALVANIZING OF NON-STRUCTURAL ITEMS: GALVANIZE AFTER FABRICATION TO ASTM A 123/A 123M REQUIREMENTS. 2.05 FABRICATION TOLERANCES A. SQUARENESS: 1/8 INCH (3 MM) MAXIMUM DIFFERENCE IN DIAGONAL MEASUREMENTS. B. MAXIMUM OFFSET BETWEEN FACES: 1/16 INCH (1.5 MM). C. MAXIMUM MISALIGNMENT OF ADJACENT MEMBERS: 1/16 INCH (1.5 MM). D. MAXIMUM BOW: 1/8 INCH (3 MM) IN 48 INCHES (1.2 M). E. MAXIMUM DEVIATION FROM PLANE: 1/16 INCH (1.5 MM) IN 48 INCHES (1.2 M). PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY TO RECEIVE WORK. 3.02 PREPARATION A. CLEAN AND STRIP PRIMED STEEL ITEMS TO BARE METAL WHERE SITE WELDING IS REQUIRED. B. SUPPLY SETTING TEMPLATES TO THE APPROPRIATE ENTITIES FOR STEEL ITEMS REQUIRED TO BE CAST INTO CONCRETE OR EMBEDDED IN MASONRY. 3.03 INSTALLATION A. INSTALL ITEMS PLUMB AND LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS. B. PROVIDE FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT ATTACHMENTS. C. PERFORM FIELD WELDING IN ACCORDANCE WITH AWS D1.1. D. OBTAIN APPROVAL PRIOR TO SITE CUTTING OR MAKING ADJUSTMENTS NOT SCHEDULED. E. AFTER ERECTION, PRIME WELDS, ABRASIONS, AND SURFACES NOT SHOP PRIMED OR GALVANIZED, EXCEPT SURFACES TO BE IN CONTACT WITH CONCRETE. 3.04 ERECTION TOLERANCES A. MAXIMUM VARIATION FROM PLUMB: 1/4 INCH (6 MM) PER STORY, NON -CUMULATIVE. B. MAXIMUM OFFSET FROM TRUE ALIGNMENT: 1/4 INCH (6 MM). C. MAXIMUM OUT -OF -POSITION: 1/4 INCH (6 MM). END OF SECTION 055000 sj \P:f C 41 ,..x r �- UU n r. Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT • TENANT REVIEW Drawn By: GGA Project No.: 151'79 C� d W W V � Z Cf) M 04 aa.~N 0Cf) 0 LL WR 13 =w Q m V Jvw Z m U J V Z F. a _aZ a H N F - Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com A ZOS' 1 m 2 SECTION 061000 - ROUGH CARPENTRY 1.01 SECTION INCLUDES A. TELEPHONE AND ELECTRICAL PANEL BOARDS. B. WOOD NAILERS AND CURBS FOR ROOFING AND ITEMS INSTALLED ON ROOF. C. CONCEALED WOOD BLOCKING FOR SUPPORT OF EQUIPMENT, SOFFIT PANELS, AND SIGNAGE. D. MISCELLANEOUS WOOD NAILERS AND FURRING STRIPS. 1.02 REFERENCES A. AFPA T10 - WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST AND PAPER ASSOCIATION, 2001. B. AWPA C2 - LUMBER, TIMBER, BRIDGE TIES AND MINE TIES -- PRESERVATIVE TREATMENT BY PRESSURE PROCESSES, AMERICAN WOOD -PRESERVERS' ASSOCIATION, 2001. C. PS 1 - CONSTRUCTION AND INDUSTRIAL PLYWOOD, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (DEPARTMENT OF COMMERCE), 1995. D. PS 20 - AMERICAN SOFTWOOD LUMBER STANDARD, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (DEPARTMENT OF COMMERCE), 1999. E. WWPA G-5 - WESTERN LUMBER GRADING RULES, WESTERN WOOD PRODUCTS ASSOCIATION, 1998. 1.03 QUALITY ASSURANCE A. LUMBER: COMPLY WITH PS 20 AND APPROVED GRADING RULES AND INSPECTION AGENCIES. 1.04 DELIVERY, STORAGE, AND HANDLING A. COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE. SUPPORT STACKED PRODUCTS TO PREVENT DEFORMATION AND TO ALLOWAIR CIRCULATION. PART 2 -PRODUCTS 2.01 DIMENSION LUMBER FOR CONCEALED APPLICATIONS -ALL SHALL BE FIRE RETARDANT TREATED A. GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). B. SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. C. MOISTURE CONTENT: S -DRY OR MC19. D. MISCELLANEOUS BLOCKING, FURRING, AND NAILERS: 1. LUMBER: S4S, NO. 2 OR STANDARD GRADE. 2.02 CONSTRUCTION PANELS - ALL SHALL BE FIRE RETARDANT TREATED A. MISCELLANEOUS PANELS: 1. CONCEALED PLYWOOD: PS 1, C -C PLUGGED, EXTERIOR GRADE. 2. EXPOSED PLYWOOD: PS 1, A -D, INTERIOR GRADE. 3. ELECTRICAL COMPONENT MOUNTING: APA RATED SHEATHING, FIRE RETARDANT TREATED. 2.03 ACCESSORIES A. FASTENERS AND ANCHORS: 1. FASTENERS: ZINC ELECTROPLATED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS, UNFINISHED STEEL ELSEWHERE. 2. DRYWALL SCREWS: BUGLE HEAD, HARDENED STEEL, POWER DRIVEN TYPE, LENGTH THREE TIMES THICKNESS OF SHEATHING, 3. ANCHORS: TOGGLE BOLT TYPE FOR ANCHORAGE TO HOLLOW MASONRY, EXPANSION SHIELD AND LAG BOLT AT SOLID MASONRY, BOLT ADN BALLISTIC ANCHORAGES TO STEEL. 2.04 FACTORY WOOD TREATMENT A. TREATED LUMBER AND PLYWOOD: COMPLY VVITH REQUIREMENTS OF AWPA U1-05 - USE CATEGORY SYSTEM FOR WOOD TREATMENTS DETERMINED BY USE CATEGORIES, EXPECTED SERVICE CONDITIONS, AND SPECIFIC APPLICATIONS. B. FIRE -RETARDANT -TREATED MATERIALS 1. GENERAL: COMPLY WITH PERFORMANCE REQUIREMENTS IN AWPA C20 (LUMBER) AND AWPA C27 (PLYWOOD). FLAME SPREAD SHALL BE 25 OR LESS PER ASTM E84 A. USE EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED. B. USE INTERIOR TYPE A, HIGH TEMPERATURE (HT) FOR ENCLOSED ROOF FRAMING, FRAMING IN ATTIC SPACES, AND WHERE INDICATED. C. USE INTERIOR TYPE A, UNLESS OTHERWISE INDICATED. 2. IDENTIFY FIRE -RETARDANT -TREATED WOOD WITH APPROPRIATE CLASSIFICATION MARKING OF TESTING AND INSPECTING AGENCY; AND WITH INFORMATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. C. PLYWOOD BACKING PANELS 1. TELEPHONE, ELECTRICAL, EQUIPMENT BACKING PANELS: DOC PS 1, EXPOSURE 1, C -D PLUGGED, FIRE -RETARDANT TREATED, IN THICKNESS INDICATED OR, IF NOT INDICATED, NOT LESS THAN 5/8 -INCH (13 -MM) NOMINAL THICKNESS. 2. WATER DELIVERY SYSTEM, FIRE-RETARDENT TREATED IN THICKNESS INDICATED OR, IF NOT INDICATED, NOT LESS THAN 5/8 -INCH (13 -MM) NOMINAL THICKNESS. D. PRESSURE TREATMENT OF LUMBER ABOVE GRADE: AWPA TREATMENT C2 USING WATERBORNE PRESERVATIVE TO 0.25 LB/CU FT (4.0 KG/CU M) RETENTION. 1. KILN DRY AFTER TREATMENT TO MAXIMUM MOISTURE CONTENT OF 19 PERCENT. 2. TREAT WOOD IN CONTACT WITH ROOFING, FLASHING, OR WATERPROOFING. 3. TREAT WOOD IN CONTACT WITH MASONRY OR CONCRETE. 4. TREAT WOOD LESS THAN 18 INCHES (450 MM) ABOVE GRADE. PART 3 - EXECUTION 3.01 FURRING INSTALLATION A. SET FURRING, NAILERS AND BLOCKING MEMBERS LEVEL, PLUMB, AND TRUE TO LINE. DISCARD PIECES WITH DEFECTS THAT WOULD LOWER REQUIRED STRENGTH. B. MAKE PROVISIONS FOR TEMPORARY CONSTRUCTION LOADS, AND PROVIDE TEMPORARY BRACING SUFFICIENT TO MAINTAIN STRUCTURE IN TRUE ALIGNMENT AND SAFE CONDITION UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. C. INSTALL MEMBERS FULL LENGTH WITHOUT SPLICES UNLESS OTHERWISE SPECIFICALLY DETAILED. D. COMPLY WITH MEMBER SIZES, SPACING, AND CONFIGURATIONS INDICATED, AND FASTENER SIZE AND SPACING INDICATED, BUT NOT LESS THAN REQUIRED BY AFPA WOOD FRAME CONSTRUCTION MANUAL. E. PROVIDE MISCELLANEOUS MEMBERS AS INDICATED OR AS REQUIRED TO SUPPORT FINISHES, FIXTURES, SPECIALTY ITEMS, AND TRIM. 3.02 SITE APPLIED WOOD TREATMENT A. APPLY PRESERVATIVE TREATMENT COMPATIBLE WITH FACTORY APPLIED TREATMENT AT SITE -SAWN CUTS, COMPLYING WITH MANUFACTURER'S INSTRUCTIONS. B. ALLOW PRESERVATIVE TO DRY PRIOR TO ERECTING MEMBERS. END OF SECTION SECTION 062000 - FINISH CARPENTRY PART1 GENERAL 1.01 SECTION INCLUDES A. INSTALLATION OF MILLWORK. B. INSTALLATION OF OWNER RETAIL SHELVING (COORDINATE WITH PET SUPPLIES PLUS).. C. FINISH CARPENTRY ITEMS. D. HARDWARE AND ATTACHMENT ACCESSORIES. 1.02 REFERENCES A. AWI (QSI) - ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, ARCHITECTURAL WOODWORK INSTITUTE, 1997, SEVENTH EDITION, VERSION 1.0. B. BHMA A156.9 - AMERICAN NATIONAL STANDARD FOR CABINET HARDWARE, BUILDERS HARDWARE MANUFACTURERS ASSOCIATION, 2003 (ANSI/BHMA Al 56.9). C. NEMA LD 3 - HIGH-PRESSURE DECORATIVE LAMINATES, NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION, 2000. 1.03 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS FOR SUBMITTAL PROCEDURES. B. SHOP DRAWINGS: INDICATE MATERIALS, COMPONENT PROFILES, FASTENING METHODS, JOINTING DETAILS, AND ACCESSORIES TO A MINIMUM SCALE OF 1-1/2 INCH TO 1 FT (1:8). C. SAMPLES: SUBMIT TWO SAMPLES OF WOOD TRIM 6 INCHES LONG. 1.04 QUALITY ASSURANCE 1.05 DELIVERY, STORAGE, AND PROTECTION A. PROTECT WORK FROM MOISTURE DAMAGE. 1.06 PROJECT CONDITIONS A. SEQUENCE INSTALLATION TO ENSURE UTILITY CONNECTIONS ARE ACHIEVED IN AN ORDERLY AND EXPEDITIOUS MANNER. B. COORDINATE THE WORK WITH PLUMBING ROUGH -IN, ELECTRICAL ROUGH -IN, AND INSTALLATION OF ASSOCIATED AND ADJACENT COMPONENTS. PART 2 PRODUCTS 2.01 PLASTIC LAMINATE MATERIALS A. PLASTIC LAMINATE: NEMA LD 3, HGS, VGS, HGP AS REQUIRED TO SUIT APPLICATION, COLOR AND TEXTURE AS INDICATED ON DRAWINGS. B. LOW PRESSURE LAMINATE: MELAMINE, COLOR AS SPECIFIED ON DRAWINGS, AND SURFACE TEXTURE AS SELECTED. C. LAMINATE BACKING SHEET: NEMA LD 3, BKL, UNDECORATED PLASTIC LAMINATE. D. ADHESIVE: OF TYPES BEST SUITED TO INSTALLATION. 2.02 WOOD TRIM A. SOFTWOOD LUMBER: GRADED IN ACCORDANCE WITH AWI ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, CUSTOM, AVERAGE MOISTURE CONTENT OF 6 PERCENT, SPECIES AND GRADE AS FOLLOWSINDICATED ON DRAWINGS. B. HARDWOOD LUMBER: GRADED IN ACCORDANCE WITH AWI ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, CUSTOM, AVERAGE MOISTURE CONTENT OF 6 PERCENT, SPECIES AND GRADE AS FOLLOWS: CLEAR POPLAR. 2.03 FASTENERS A. FASTENERS: OF SIZE AND TYPE TO SUIT APPLICATION. B. CONCEALED JOINT FASTENERS: THREADED STEEL. 2.04 ACCESSORIES A. LUMBER FOR SHIMMING, BLOCKING: SOFTWOOD LUMBER OF CEDAR, SPECIES. B. PRIMER: ALKYD PRIMER SEALER TYPE. C. WOOD FILLER: SOLVENT BASE, TINTED TO MATCH SURFACE FINISH COLOR. 2.05 HARDWARE A. HARDWARE: COMPLY WITH BHMA A156.9 AND AS INDICATED ON DRAWINGS. 2.06 FABRICATION A. SHOP ASSEMBLE WORK FOR DELIVERY TO SITE, PERMITTING PASSAGE THROUGH BUILDING OPENINGS. B. CAP EXPOSED PLASTIC LAMINATE FINISH EDGES WITH MATERIAL OF SAME FINISH AND PATTERN. C. WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE MATERIALS WITH AMPLE ALLOWANCE FOR CUTTING. PROVIDE TRIM FOR SCRIBING AND SITE CUTTING. D. APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTED SHEETS CONSISTENT WITH MANUFACTURED SIZES. FIT CORNERS AND JOINTS HAIRLINE, SECURE WITH CONCEALED FASTENERS. SLIGHTLY BEVEL ARISES. LOCATE COUNTER BUTT JOINTS MINIMUM 2 FEET (600 MM) FROM SINK CUT-OUTS. E. APPLY LAMINATE BACKING SHEET TO REVERSE FACE OF PLASTIC LAMINATE FINISHED SURFACES. F. SHOP ASSEMBLE CASEWORK FOR DELIVERY TO SITE IN UNITS EASILY HANDLED AND TO PERMIT PASSAGE THROUGH BUILDING OPENINGS. G. FIT SHELVES, DOORS, AND EXPOSED EDGES WITH MATCHING VENEER EDGING OR AS DETAILED ON DRAWINGS. USE ONE PIECE FOR FULL LENGTH ONLY. H. DOOR AND DRAWER FRONTS: 3/4 INCH (19 MM) THICK, FLUSH OVERLAY STYLE. I. WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE MATERIALS WITH AMPLE ALLOWANCE FOR CUTTING. PROVIDE TRIM FOR SCRIBING AND SITE CUTTING. J. APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTED SHEETS CONSISTENT WITH MANUFACTURED SIZES. FIT CORNERS AND JOINTS HAIRLINE, SECURE WITH CONCEALED FASTENERS. SLIGHTLY BEVEL ARISES. LOCATE COUNTER BUTT JOINTS MINIMUM 2 FEET (600 MM) FROM SINK CUT-OUTS. K. APPLY LAMINATE BACKING SHEET TO REVERSE SIDE OF PLASTIC LAMINATE FINISHED SURFACES. L. FABRICATE METAL COUNTERTOP SURFACES PRESSURE GLUED TO PARTICLE BOARD CORE BACKING WITHOUT VISIBLE JOINTS. M. MECHANICALLY FASTEN BACK SPLASH TO COUNTERTOPS WITH STEEL BRACKETS AT 16 INCHES (400 MM) ON CENTER. 2.07 SHOP FINISHING A. SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS. B. APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATIONS. C. ON ITEMS TO RECEIVE TRANSPARENT FINISHES, USE WOOD FILLER WHICH MATCHES SURROUNDING SURFACES AND OF TYPES RECOMMENDED FOR APPLIED FINISHES. D. FINISH WORK IN ACCORDANCE WITH AWI ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, SECTION 1500, SYSTEM TR -2 (TRANSPARENT). E. BACK PRIME WOODWORK ITEMS TO BE FIELD FINISHED, PRIOR TO INSTALLATION. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY ADEQUACY OF BACKING AND SUPPORT FRAMING. B. VERIFY MECHANICAL, ELECTRICAL, AND BUILDING ITEMS AFFECTING WORK OF THIS SECTION ARE PLACED AND READY TO RECEIVE THIS WORK. C. SEE SECTION 061000 -ROUGH CARPENTRY FOR INSTALLATION OF RECESSED AND CONCEALED WOOD BLOCKING. 3.02 INSTALLATION A. SET AND SECURE MATERIALS AND COMPONENTS IN PLACE, PLUMB AND LEVEL. B. CAREFULLY SCRIBE WORK ABUTTING OTHER COMPONENTS, WITH MAXIMUM GAPS OF 1/32 INCH (1 MM). DO NOT USE ADDITIONAL OVERLAY TRIM TO CONCEAL LARGER GAPS. C. INSTALL COMPONENTS, FIXTURES AND TRIM WITH FASTENERS AND ADHESIVES AS INDICATED ON FABRICATORS SHOP DRAVVINGS. PROVIDE MECHANICAL FASTENERS FOR THE INSTALLATION OF ALL COMPONENTS, INCLUDING INSTALLATIONS USING ADHESIVES. D. INSTALL HARDWARE. 3.03 PREPARATION FOR SITE FINISHING A. SET EXPOSED FASTENERS. APPLY WOOD FILLER IN EXPOSED FASTENER INDENTATIONS. SAND WORK SMOOTH. B. SITE FINISHING: REFER TO SECTION 099100. C. BEFORE INSTALLATION, PRIME PAINT SURFACES OF ITEMS OR ASSEMBLIES TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS. 3.04 ERECTION TOLERANCES A. MAXIMUM VARIATION FROM TRUE POSITION: 1/16 INCH (1.5 MM). B. MAXIMUM OFFSET FROM TRUE ALIGNMENT WITH ABUTTING MATERIALS: 1/32 INCH (0.7 MM). 3.05 SCHEDULE A. INSTALLATION SCHEDULE IS INDICATED ON DRAWINGS. END OF SECTION SECTION 066400 - PLASTIC PANELING PART1 GENERAL 1.01 SECTION INCLUDES A. PREFINISHED PANEL SYSTEM FOR ADHESIVE MOUNTING. 1.02 REFERENCES A. ASTM E 84 - STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, 2001. 1.03 DELIVERY, STORAGE, AND HANDLING A. STORE PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING UNTIL READY FOR INSTALLATION. B. STORE AND DISPOSE OF SOLVENT -BASED MATERIALS, AND MATERIALS USED WITH SOLVENT -BASED MATERIALS, IN ACCORDANCE WITH REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. PART 2 PRODUCTS 2.01 MANUFACTURERS A. ACCEPTABLE MANUFACTURER: MARLITE, 202 HARGER STREET, DOVER, OH 44622. ASD. TEL: (330) 343-6621. FAX: (330) 343-7296. EMAIL: INFO@MARLITE.COM WVVW.MARLITE.COM B. SUBSTITUTIONS: SEE SECTION 016000- PRODUCT REQUIREMENTS. 2.02 PREFINISHED DECORATIVE PANEL SYSTEM A. PREFINISHED PANEL SYSTEM: MARLITE FRP, CONSISTING OF FACTORY FINISHED PANELS, TRIM, AND ACCESSORIES. 1. PANELS: AS SPECIFIED BELOW. 2. PANEL THICKNESS: 3/32 INCH. 3. PANEL SIZE: 48 INCHES WIDE X 96" OR 120" AS REQUIRED ON PROJECT, USE FULL HEIGHT PANEL WHERE POSSIBLE, 4. SUPPORT SYSTEM: NONE, ADHESIVE APPLIED. 5. COLOR: P-100 WHITE B. PANEL TRIM: EXTRUDED PVC IN MANUFACTURERS STANDARD COLORS. PROVIDE ALL OUTSIDE CORNERS, INSIDE CORNERS, DIVISION TRIMS REQUIRED FOR COMPLETE INSTALLATION. 1. PROFILE: OUTSIDE CORNERS, INSIDE CORNERS, AND EDGE TRIM, MINIMUM 10 FOOT (3050 MM) LENGTH. 2. FOR 3/4 INCH (19 MM) PANELS: NARROWLINE TRIM. 3. FOR 1/4 INCH (6 MM) PANELS: FLAT PERIMETER EDGE TRIM AND SHADOWLINE CORNERS AND BATTENS. 4. FINISH: CLEAR SATIN ANODIZED ALUMINUM. C. SEALANT: MARLITE SILICONE SEALANT, GUNNABLE SILICONE RUBBER, COLOR WHITE PART 3 EXECUTION 3.01 EXAMINATION A. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. B. IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY PREPARATION BEFORE PROCEEDING. C. DO NOT BEGIN INSTALLATION UNTIL BUILDING IS COMPLETELY ENCLOSED AND INTERIOR CONDITIONS ARE BEING MAINTAINED AS INTENDED DURING OCCUPANCY, APPROXIMATELY 70 DEGREES F (21 DEGREES C). 3.02 PREPARATION A. OPEN CARTONS AND ALLOW PRODUCT TO ACCLIMATIZE TO ROOM CONDITIONS FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION. B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR ACHIEVING THE BEST RESULT FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION. D. PROTECT EXISTING SURFACES FROM DAMAGE DUE TO INSTALLATION. 3.03 INSTALLATION A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. USE THE ADHESIVES RECOMMENDED BY THE PANEL MANUFACTURER UNLESS PROHIBITED BY LOCAL REGULATIONS, OBTAIN MANUFACTURER'S APPROVAL OF ALTERNATIVE ADHESIVES. C. APPLY CONTINUOUS BEAD OF SEALANT IN CHANNEL OF EACH JOINT AND TRIM PIECE AND AT JOINT BETWEEN TRIM AND ADJACENT CONSTRUCTION, MAINTAIN 1/8" EXPANSION SPACE AT ALL JOINTS. D. AVOID CONTAMINATION OR DAMAGE OF PANEL FACES, CLEAN AS NECESSARY AND REPLACE IF NOT POSSIBLE TO REPAIR TO ORIGINAL CONDITION. E. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. F. TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS AFTER SUBSTANTIAL COMPLETION. END OF SECTION SECTION 072100 - THERMAL INSULATION PART1 GENERAL 1.01 SECTION INCLUDES A. BOARD INSULATION AT EXTERIOR WALL BEHIND INTERIOR GYPSUM BOARD WALL FINISH. B. BATT INSULATION AND VAPOR RETARDER IN EXTERIOR WALL CONSTRUCTION AND INTERIOR WALLS. C. BATT INSULATION FOR FILLING CREVICES IN EXTERIOR WALL AND ROOF. D. SOUND INSULATION FOR DEMISING WALLS AT PUBLIC PET WASH OR GROOMING AREAS. 1.02 REFERENCES A. ASTM C 578 - STANDARD SPECIFICATION FOR RIGID, CELLULAR POLYSTYRENE THERMAL INSULATION, 2001. B. ASTM C 665 - STANDARD SPECIFICATION FOR MINERAL -FIBER BLANKET THERMAL INSULATION FOR LIGHT FRAME CONSTRUCTION AND MANUFACTURED HOUSING, 2001. 1.03 ENVIRONMENTAL REQUIREMENTS A. DO NOT INSTALL INSULATION ADHESIVES WHEN TEMPERATURE OR WEATHER CONDITIONS ARE DETRIMENTAL TO SUCCESSFUL INSTALLATION. PART 2 PRODUCTS 2.01 BOARD INSULATION MATERIALS A. EXTRUDED POLYSTYRENE BOARD INSULATION: ASTM C 578, TYPE IV, EXTRUDED POLYSTYRENE BOARD WITH EITHER NATURAL SKIN OR CUT CELL SURFACES, WITH THE FOLLOWING CHARACTERISTICS: 1. BOARD SIZE: 24 X 96 INCH (1220 X 2440 MM). 2. BOARD THICKNESS: THICKNESS IN INCHES (MM) AS INDICATED ON DRAWINGS.. 3. BOARD EDGES: SQUARE. 4. COMPRESSIVE RESISTANCE: 15 PSI (173 KPA). 5. BOARD DENSITY: 1.3 LB/CU FT (21 KG/CU M). 6. MANUFACTURERS: a. DOW CHEMICAL CO: WWW.DOW.COM, STYROFOAM Z -MATE. b. OWENS CORNING CORP: WWW.OWENSCORNING.COM. c. PACTIV BUILDING PRODUCTS: WM.PACTIVBUILDINGPRODUCTS. COM . 7. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT REQUIREMENTS. 2.02 BATT INSULATION MATERIALS A. BATT INSULATION: ASTM C 665, PREFORMED GLASS FIBER BATT FOR THERMAL AND SOUND ATTENUATION APPLICATIONS, FRICTION FIT, CONFORMING TO THE FOLLOWING: 1. THICKNESS: AS INDICATED. 2. MANUFACTURERS: a. CERTAINTEED CORPORATION: WWW.CERTAINTEED.COM. b. JOHNS MANVILLE CORPORATION: VVVVW.JM.COM. c. OWENS CORNING CORP: VWVW.OWENSCORNING.COM, 3. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT REQUIREMENTS. 2.03 SOUND ATTENUATION BATTS A. TYPE: UNFACED GLASS FIBER ACOUSTICAL INSULATION COMPLYING WITH ASTM C665, TYPE 1. B. SIZE: THICKNESS WIDTH LENGTH 3Y2" 89MM 16" 406MM 24" 609MM 96" 2438MM 2%" 64MM 16" 406MM 24" 609MM 96" 2438MM C. SIZE:SURFACE BURNING CHARACTERISTICS: 1. MAXIMUM FLAME SPREAD. 10 2. MAXIMUM SMOKE DEVELOPED: 10 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. D. COMBUSTION CHARACTERISTICS: PASSES ASTM E 136. E. FIRE RESISTANCE RATINGS: PASSES ASTM E 119 AS PART OF A COMPLETE FIRE TESTED WALL ASSEMBLY. F. SOUND TRANSMISSION CLASS: STC50 G. DIMENSIONAL STABILITY: LINEAR SHRINKAGE LESS THAN 0.1% H. MANUFACTURERS: a. DOW CHEMICAL CO: VVWW.DOW.COM, STYROFOAM Z -MATE. b. OWENS CORNING CORP: VWM.OWENSCORNING.COM. c. PACTIV BUILDING PRODUCTS: WWW.PACTIVBUILDINGPRODUCTS. COM . PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY THAT SUBSTRATE, ADJACENT MATERIALS, AND INSULATION MATERIALS ARE DRY AND THAT SUBSTRATES ARE READY TO RECEIVE INSULATION, B. VERIFY SUBSTRATE SURFACES ARE FLAT, FREE OF IRREGULARITIES. 3.02 BOARD INSTALLATION AT EXTERIOR WALLS A. APPLY ADHESIVE TO BACK OF BOARDS: B. INSTALL BOARDS VERTICALLY ON WALLS. 6. PLACE BOARDS TO MAXIMIZE ADHESIVE CONTACT. C. CUT AND FIT INSULATION TIGHTLY TO PROTRUSIONS OR INTERRUPTIONS TO THE INSULATION PLANE. 3.03 BATT INSTALLATION A. INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. INSTALL IN EXTERIOR WALL AND ROOF SPACES WITHOUT GAPS OR VOIDS. DO NOT COMPRESS INSULATION. C. TRIM INSULATION NEATLY TO FIT SPACES. INSULATE MISCELLANEOUS GAPS AND VOIDS. D. FIT INSULATION TIGHTLY IN CAVITIES AND TIGHTLY TO EXTERIOR SIDE OF MECHANICAL AND ELECTRICAL SERVICES WITHIN THE PLANE OF THE INSULATION. 3.04 PROTECTION OF FINISHED WORK A. DO NOT PERMIT INSTALLED INSULATION TO BE DAMAGED PRIOR TO ITS CONCEALMENT. END OF SECTION SECTION 077100 - ROOFING PART 1 GENERAL 1.01 ROOF IS EXISTING. ALL WORK SHALL BE IN CONFORMANCE WITH THE LANDLORD ROOF SYSTEM MANUFACTURER'S SPECIFICATIONS REQUIRED TO MAINTAIN WARRANTY. 1.02 ALL ROOF WORK TO BE PERFORMED BY LANDLORD ROOFING CONTRACTOR. PART 2 PRODUCTS 2.01 PROVIDE ALL INSULATION, ROOF MEMBRANE, FLASHING, ADHEASIVES AND FASTENERS REQUIRED TO PROVIDE A COMPLETE INSTALLATION. 2.2. PROVIDE BUILT-UP CRICKETS AND SADDLES TO PROVIDE POSITIVE DRAINAGE AROUND ROOF MOUNTED EQUIPMENT. PART 3 EXECUTION 3.01 PROTECT EXISTING ROOF SYSTEM FROM DAMAGE DURING CONSTRUCTION. 3.02 INSTALL WORK IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND DETAILS. 3.03 INSTALL INSULATION IN FULL THICKNESS AT ALL ROOF OPENINGS. END OF SECTION SECTION 079200 - JOINT SEALANTS PART1 GENERAL 1.01 SECTION INCLUDES A. SEALANTS AND JOINT BACKING. B. PRECOMPRESSED FOAM SEALERS. 1.02 REFERENCES A. ASTM C 920 - STANDARD SPECIFICATION FOR ELASTOMERIC JOINT SEALANTS, 2002. B. ASTM C 1193 - STANDARD GUIDE FOR USE OF JOINT SEALANTS, 2000. C. ASTM D 1056 - STANDARD SPECIFICATION FOR FLEXIBLE CELLULAR MATERIALS --SPONGE OR EXPANDED RUBBER, 2000. D. ASTM D 1667 - STANDARD SPECIFICATION FOR FLEXIBLE CELLULAR MATERIALS --VINYL CHLORIDE POLYMERS AND COPOLYMERS (CLOSED -CELL FOAM), 1997. E. ASTM D 2628 - STANDARD SPECIFICATION FOR PREFORMED POLYCHLOROPRENE ELASTOMERIC JOINT SEALS FOR CONCRETE PAVEMENTS, 1991 (REAPPROVED 1998). 1.03 SUBMITTALS A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. B. PRODUCT DATA: PROVIDE DATA INDICATING SEALANT CHEMICAL CHARACTERISTICS. C. MANUFACTURERS COLOR SELECTION CHART FOR COLOR VERIFICATION AT EXPOSED TO VIEW SEALANTS. 1.04 QUALITY ASSURANCE A. MAINTAIN ONE COPY OF EACH REFERENCED DOCUMENT COVERING INSTALLATION REQUIREMENTS ON SITE. B. APPLICATOR QUALIFICATIONS: COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM 3 YEARS EXPERIENCE. 1.05 ENVIRONMENTAL REQUIREMENTS A. MAINTAIN TEMPERATURE AND HUMIDITY RECOMMENDED BY THE SEALANT MANUFACTURER DURING AND AFTER INSTALLATION. 1.06 WARRANTY A. SEE SECTION 017700 - CLOSEOUT SUBMITTALS, FOR ADDITIONAL WARRANTY REQUIREMENTS. B. CORRECT DEFECTIVE WORK WITHIN A FIVE YEAR PERIOD AFTER DATE OF SUBSTANTIAL COMPLETION. C. WARRANTY: INCLUDE COVERAGE FOR INSTALLED SEALANTS AND ACCESSORIES WHICH FAIL TO ACHIEVE AIRTIGHT SEAL D. GENERAL WARANTY: SPECIAL WARRANTIES SPECIFIED IN THIS ARTICLE SAHLL NOT DEPRIEVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND SHALL BE IN ADDITON TO AND RUM CONCURRENT WITH THE OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. E. SPECIAL INSTALLERS WARRANTY: WRITTEN WARRANTY SIRNED BY THE INSTALLER AGEEING TO REPAIR OR REPLACE ELATOMERIC JOINT SEALANTS THAT DO NOT COMPLY WITHTHE PERFORMANCE AND OTHER REQUIREMENTS OF THIS SECTION WITHIN A WARRANTY PERIOD OF TWO YEARS FOR THE DATE OF SUBSTANTIAL COMPLETION. F. SPECIAL MANUFACTURERS WARRANTY: WRITTEN WARRANTY SIGNED BY THE MANUFACTURER AGEEING TO REPAIR OR REPLACE ELATOMERIC JOINT SEALANTS THAT DO NOT COMPLY VVITHTHE PERFORMANCE AND OTHER REQUIREMENTS OF THIS SECTION WITHIN A WARRANTY PERIOD OF FIVE YEARS FOR THE DATE OF SUBSTANTIAL COMPLETION. G. SPECIAL WARRANTIES SPECIFIED IN THIS THIS SECTION EXCLUDE DETERIORATION OR FAILURE OF ELASTOMERIC SEALANT FROM THE FOLLOVVI NG: 1. MOVEMENT OF THE STRUCTURE FROM STRESSES ON THE SEALANT THAT EXCEED THE SEALANT MANUFACTURERS WRITTEN SPECIFICATIONS FOR SEALANT ELONGATION AND COMPRESSION CAUSED BY STRUCTURAL SETTLEMENT OR ERRORS ATTRIBUTABLE TO DESIGN AND CONSTRUCTION. 2. DISINTEGRATION OF JOINT SUBSTRATES FROM NATURAL CAUSES EXCEEDING DESIGN SPECIFICATIONS. 3. MECHANICAL DAMAGE CAUSED BY INDIVIDUALS, TOOLS, OR OTHER OUTSIDE AGENTS. 4. CHANGES IN THE SEALANT APPEARANCE CAUSED BY THE ACCUMULATION OF DIRT OR OTHER ATMOSPHERIC CONTAMINANTS. PART PRODUCTS 2.01 EXTERIOR SEALANTS A. PROVIDE ONE OR TWO COMPONENT ALIPHATIC URETHANE WHER WHITE OR CUSTOM COLOR IS REQUIRED AND FOR VINYL TO VINYL WITH PRIMER, MASONRY TO MASONRY INCLUDIING CONTROL JOINTS, ALUMINUM TO MASONRY WITH PRIMER ON ALUMINUM AND FOR EIFS APPLICATIONS. 1. USE ONE PRODUCT FOR THE ENTIRE JOB. 2. PRODUCTS: WHEN WHITE COLOR IS REQUIRED. a. WHEN WHITE COLOR IS REQUIRED. ULTRA BY SONNEBORN 3. PROVIDE ONE OF THE FOLLOWING WHEN NON WHITE COLOR IS SELECTED. a. SONOLASTIC NP 2 BY SONNEBORN b. DYNATROL II BY PECORA c. CHE-CALK 500 BY BOSTIC d. DYMERIC 511 BY TREMCO B. PROVIDE ONE PART POLYETHER, MODIFIED SILICONE, SIL -TERMINATED NON -SAG ELASTOMERIC SEALANT FOR METAL TO METAL, METAL TO GLASS, GLASS TO GLASS, FERROUS METAL TO VINYL, VINYL TO VINYL. 1. PRODUCTS: a. SONOLASTIC 150 BY SONNEBORN b. DOW CORNING 790 BY DOW CORNING c. SILPUR SEALANT BY GE SILICONES C. PROVIDE TWO PART POLYURETHANE SELF LEVLEING SEALANT FOR EXTERIOR AND INTERIOR EXPANSION AND CONTROL JOINTS IN HORIZONTAL WEARING SURFACES. 1. PRODUCTS a. SONOLASTIC SL 2 BY SONNEBORN b. DYNATRED BY PECORA C. CHEM CALK 550 BY BOSTIK D. PROVIDE ONE COMPONENT HIGH PERFORMANCE POLYURETHANE SEALANT FOR INTERIOR SEALANT IN CONTACT WITH EXTERIOR ALUMINUM STOREFRONT, DOORS AND FRAMES. 1. PRODUCTS a. SONOLASTIC NP1 BY SONNEBORN b. DYNATROL 1 BY PECORA c. CHEM -CALK 2639 BY BOSTIK PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY THAT SUBSTRATE SURFACES ARE READY TO RECEIVE WORK. B. VERIFY THAT JOINT BACKING AND RELEASE TAPES ARE COMPATIBLE WITH SEALANT. 3.02 PREPARATION A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. PERFORM PREPARATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ASTM C 1193. D. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGUREMENT. 3.03 INSTALLATION A. PERFORM WORK IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS FOR PREPARATION OF SURFACES AND MATERIAL INSTALLATION INSTRUCTIONS. B. PERFORM INSTALLATION IN ACCORDANCE VVITH ASTM C 1193. C. MEASURE JOINT DIMENSIONS AND SIZE JOINT BACKERS TO ACHIEVE VVIDTH-TO-DEPTH RATIO, NECK DIMENSION, AND SURFACE BOND AREA AS RECOMMENDED BY MANUFACTURER. D. INSTALL BOND BREAKER WHERE JOINT BACKING IS NOT USED. E. INSTALL SEALANT FREE OF AIR POCKETS, FOREIGN EMBEDDED MATTER, RIDGES, AND SAGS. F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. G. TOOL JOINTS CONCAVE. 3.04 CLEANING A. CLEAN ADJACENT SOILED SURFACES. 3.05 PROTECTION OF FINISHED WORK A. PROTECT SEALANTS UNTIL CURED. END OF SECTION Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date 7ISSU e 02-15-16 PERMIT • TENANT REVIEW Drawn By: GGW Project No.: 151'79 nX V am cc �0 W Z L. �n (AZ ou ♦W♦ UU V ~ 0 Zc L a ~ N na 0=cam L�fl ca 0 W > ti QmU w > Z m UJ U Z ~ Z Q T- CM Q hJ.. aT- a HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com AS13 ems.. Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date 7ISSU e 02-15-16 PERMIT • TENANT REVIEW Drawn By: GGW Project No.: 151'79 nX V am cc �0 W Z L. �n (AZ ou ♦W♦ UU V ~ 0 Zc L a ~ N na 0=cam L�fl ca 0 W > ti QmU w > Z m UJ U Z ~ Z Q T- CM Q hJ.. aT- a HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com AS13 SECTION 081113 - HOLLOW METAL DOORS AND FRAMES PART 1 GENERAL 1.01 SECTION INCLUDES A. NON -FIRE -RATED STEEL DOORS AND FRAMES. B. STEEL FRAMES FOR WOOD DOORS. C. THERMALLY INSULATED STEEL DOORS. D. ACCESSORIES, INCLUDING GLAZING, LOUVERS, AND MATCHING PANELS. 1.02 REFERENCES A. ANSI/ICC A117.1 - AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, INTERNATIONAL CODE COUNCIL, 1998. B. ANSI A250.8 - SDI -100 RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES, 1998. C. ANSI A250.10 - TEST PROCEDURE AND ACCEPTANCE CRITERIA FOR PRIME PAINTED STEEL SURFACES FOR STEEL DOORS AND FRAMES, 1998. D. ASTM A 653/A 653M - STANDARD SPECIFICATION FOR STEEL SHEET, ZINC -COATED (GALVANIZED) OR ZINC -IRON ALLOY -COATED (GALVANNEALED) BY THE HOT -DIP PROCESS, 2002A E. ASTM C 236 - STANDARD TEST METHOD FOR STEADY-STATE THERMAL PERFORMANCE OF BUILDING ASSEMBLIES BY MEANS OF A GUARDED HOT BOX, 1989 (REAPPROVED 1993). F. ASTM C 1363 - STANDARD TEST METHOD FOR THERMAL PERFORMANCE OF BUILDING ASSEMBLIES BY MEANS OF A HOT BOX APPARATUS, 1997. G. DHI A115 SERIES - SPECIFICATIONS FOR STEEL DOORS AND FRAME PREPARATION FOR HARDWARE, DOOR AND HARDWARE INSTITUTE, CURRENT EDITION (ANSI/DHI A115 SERIES). H. NAAMM HMMA 840 - INSTALLATION AND STORAGE OF HOLLOW METAL DOORS AND FRAMES, THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS, 1999. I. NAAMM HMMA 860 - GUIDE SPECIFICATIONS FOR HOLLOW METAL DOORS AND FRAMES, THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS, 1992. J. NFPA 80 - STANDARD FOR FIRE DOORS AND FIRE WINDOWS, NATIONAL FIRE PROTECTION ASSOCIATION, 1999. K. NFPA 252 - STANDARD METHODS OF FIRE TESTS OF DOOR ASSEMBLIES, NATIONAL FIRE PROTECTION ASSOCIATION, 1999. L. UL (BMD) - BUILDING MATERIALS DIRECTORY, UNDERWRITERS LABORATORIES INC., CURRENT EDITION. 1.03 QUALITY ASSURANCE A. MAINTAIN AT THE PROJECT SITE A COPY OF ALL REFERENCE STANDARDS DEALING WITH INSTALLATION. 1.04 DELIVERY, STORAGE, AND PROTECTION A. STORE IN ACCORDANCE WITH NAAMM HMMA 840. B. PROTECT WITH RESILIENT PACKAGING, AVOID HUMIDITY BUILD-UP UNDER COVERINGS, PREVENT CORROSION. PART 2 PRODUCTS 2.01 MANUFACTURERS A. STEEL DOORS AND FRAMES: 1. STEELCRAFT, PRODUCT BF16: VVVVW.STEELCRAFT.COM. 2. CECO DOOR PRODUCTS: WWW.CECODOOR.COM. 3. REPUBLIC BUILDERS PRODUCTS: VW\tW.REPUBLICDOOR.COM. 4. SUBSTITUTIONS: SEE SECTION 016000 -PRODUCT REQUIREMENTS. 2.02 DOORS AND FRAMES A. REQUIREMENTS FOR ALL DOORS AND FRAMES: 1. ACCESSIBILITY: COMPLY WITH ANSI/ICC A117.1. 2. DOOR TOP CLOSURES: EXTERIOR DOORS SHALL BE FLUSH WITH TOP OF FACES AND EDGES. 3. DOOR EDGE PROFILE: BEVELED ON BOTH EDGES. 4. DOOR TEXTURE: SMOOTH FACES. 5. HARDWARE PREPARATION: IN ACCORDANCE VVITH DHI A115 SERIES, WITH REINFORCEMENT WELDED IN PLACE, IN ADDITION TO OTHER REQUIREMENTS SPECIFIED IN DOOR GRADE STANDARD. 6. GALVANIZING FOR EXTERIOR DOORS: ALL COMPONENTS HOT -DIPPED ZINC -IRON ALLOY -COATED (GALVANNEALED), MANUFACTURER'S STANDARD COATING THICKNESS. 7. FINISH: FACTORY PRIMED, FOR FIELD FINISHING. B. COMBINED REQUIREMENTS: IF A PARTICULAR DOOR AND FRAME UNIT IS INDICATED TO COMPLY WITH MORE THAN ONE TYPE OF REQUIREMENT, COMPLY WITH ALL THE SPECIFIED REQUIREMENTS FOR EACH TYPE, FOR INSTANCE, AN EXTERIOR DOOR THAT IS ALSO INDICATED AS BEING SOUND -RATED MUST COMPLY WITH THE REQUIREMENTS SPECIFIED FOR EXTERIOR DOORS AND FOR SOUND -RATED DOORS, WHERE TWO REQUIREMENTS CONFLICT, COMPLY WITH THE MOST STRINGENT. 2.03 STEEL DOORS A. EXTERIOR DOORS: 1. GRADE: ANSI A250.8 LEVEL 3, MODEL 2, FULL FLUSH SEAMLESS. 2. CORE: POLYURETHANE. 3. TOP AND BOTTOM CLOSURES: FLUSH WITH FACES AND EDGES. 4. GALVANIZING: ALL COMPONENTS HOT -DIPPED ZINC -IRON ALLOY -COATED (GALVANNEALED) IN ACCORDANCE WITH ASTM A 653/A 653M, WITH MANUFACTURER'S STANDARD COATING THICKNESS. 5. TEXTURE: SMOOTH FACES. 6. INSULATING VALUE: U -VALUE OF ,WHEN TESTED IN ACCORDANCE WITH ASTM C 1363. 7. WEATHERSTRIPPING: SEPARATE, SEE SECTION 087100. 8. FINISH: FACTORY PRIMED, FOR FIELD FINISHING. B. INTERIOR DOORS: 1. GRADE: ANSI A250.8 LEVEL 2, MODEL 1, FLUSH. 2. GRADE: NAAMM HMMA 860, PHYSICAL PERFORMANCE LEVEL A. 3. CORE: STEEL STIFFENERS. 4. THICKNESS: 1-3/4 INCHES (44 MM). 5. TEXTURE: SMOOTH FACES. 6. FINISH: FACTORY PRIMED, FOR FIELD FINISHING. C. PANELS: SAME CONSTRUCTION, PERFORMANCE, AND FINISH AS DOORS, 2.04 STEEL FRAMES A. GENERAL: 1. COMPLY WITH THE REQUIREMENTS OF GRADE SPECIFIED FOR CORRESPONDING DOOR. a. ANSI A250.8 LEVEL 2 DOORS: 16 GAGE FRAMES; LEVEL 3 DOOR 16 GA. 2. FINISH: SAME AS FOR DOOR. 3. PROVIDE MORTAR GUARD BOXES FOR HARDWARE CUT-OUTS IN FRAMES TO BE INSTALLED IN MASONRY OR TO BE GROUTED. 4. FRAMES IN MASONRY WALLS: SIZE TO SUIT MASONRY COURSING WITH HEAD MEMBER TO FILL OPENING VVITHOUT CUTTING MASONRY UNITS. B. EXTERIOR DOOR FRAMES: FACE WELDED, SEAMLESS WITH JOINTS FILLED. 1. GALVANIZING: ALL COMPONENTS HOT -DIPPED ZINC -IRON ALLOY -COATED (GALVANNEALED) IN ACCORDANCE WITH ASTM A 653/A 653M, WITH MANUFACTURER'S STANDARD COATING THICKNESS. 2. WEATHERSTRIPPING: SEPARATE, SEE SECTION 087100. C. INTERIOR DOOR FRAMES, FIRE -RATED: DRYWALL SLIP-ON TYPE OR FACE WELDED AT MASONRY WALL CONSTRUCTION. 1. FIRE RATING: SAME AS DOOR, LABELED. D. FRAMES FOR INTERIOR GLAZING OR BORROWED LIGHTS: CONSTRUCTION AND FACE DIMENSIONS TO MATCH DOOR FRAMES, AND AS INDICATED ON DRAWINGS. 2.05 ACCESSORY MATERIALS A. LOUVERS: ROLL FORMED STEEL WITH OVERLAPPING FRAME, FACTORY -PAINTED FINISH, COLOR AS SELECTED, FACTORY -INSTALLED. 1. IN FIRE -RATED DOORS: UL -LISTED FUSIBLE LINK LOUVER, SAME RATING AS DOOR. B. GROUT FOR FRAMES: PORTLAND CEMENT GROUT OF MAXIMUM 4 -INCH SLUMP FOR HAND TROWELING, THINNER PUMPABLE GROUT IS PROHIBITED. C. SILENCERS: RESILIENT RUBBER, FITTED INTO DRILLED HOLE, 3 ON STRIKE SIDE OF SINGLE DOOR, 3 ON CENTER MULLION OF PAIRS, AND 2 ON HEAD OF PAIRS WITHOUT CENTER MULLIONS. D. TEMPORARY FRAME SPREADERS: PROVIDE FOR ALL FACTORY- OR SHOP -ASSEMBLED FRAMES. 2.06 FINISH MATERIALS A. PRIMER: RUST -INHIBITING, COMPLYING WITH ANSI A250.10, DOOR MANUFACTURER'S STANDARD. B. BITUMINOUS COATING: ASPHALT EMULSION OR OTHER HIGH -BUILD, WATER-RESISTANT, RESILIENT COATING. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. B. VERIFY THAT OPENING SIZES AND TOLERANCES ARE ACCEPTABLE. 3.02 PREPARATION A. COAT INSIDE OF FRAMES TO BE INSTALLED IN MASONRY OR TO BE GROUTED, VVITH BITUMINOUS COATING, PRIOR TO INSTALLATION. 3.03 INSTALLATION A. INSTALL IN ACCORDANCE VVITH THE REQUIREMENTS OF THE SPECIFIED DOOR GRADE STANDARD AND NAAMM HMMA 840. B. IN ADDITION, INSTALL FIRE RATED UNITS IN ACCORDANCE WITH NFPA 80. C. COORDINATE FRAME ANCHOR PLACEMENT WITH WALL CONSTRUCTION. D. GROUT FRAMES IN MASONRY CONSTRUCTION, USING HAND TROWEL METHODS, BRACE FRAMES SO THAT PRESSURE OF GROUT BEFORE SETTING WILL NOT DEFORM FRAMES. SET FOAM SPACERS BLOCK AT SILENCER HOLES. E. COORDINATE INSTALLATION OF HARDWARE. F. COORDINATE INSTALLATION OF GLAZING. 3.04 ERECTION TOLERANCES A. CLEARANCES BETWEEN DOOR AND FRAME: AS SPECIFIED IN ANSI A250.8. B. MAXIMUM DIAGONAL DISTORTION: 1/16 IN (1.5 MM) MEASURED WITH STRAIGHT EDGE, CORNER TO CORNER. 3.05 ADJUSTING A. ADJUST FOR SMOOTH AND BALANCED DOOR MOVEMENT. 3.06 SCHEDULE A. REFER TO DOOR AND FRAME SCHEDULE ON THE DRAWINGS. END OF SECTION SECTION 081416 - FLUSH WOOD DOORS PART 1 GENERAL 1.01 SECTION INCLUDES A. FLUSH WOOD DOORS, FLUSH CONFIGURATION, FIRE RATED AND NON -RATED. 1.02 REFERENCES A. AWI (QSI) - ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, ARCHITECTURAL WOODWORK INSTITUTE, 1997, SEVENTH EDITION, VERSION 1.0. B. WDMA NWWDA I.S.1-A - ARCHITECTURAL WOOD FLUSH DOORS, WINDOW AND DOOR MANUFACTURERS ASSOCIATION (FORMERLY NVVWDA), 1997. 1.03 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS FOR SUBMITTAL PROCEDURES. B. PRODUCT DATA: INDICATE DOOR CORE MATERIALS AND CONSTRUCTION, VENEER SPECIES, TYPE AND CHARACTERISTICS 1.04 QUALITY ASSURANCE A. MANUFACTURER: COMPANY SPECIALIZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION VVITH MINIMUM THREE YEARS OF DOCUMENTED EXPERIENCE. 1.05 DELIVERY, STORAGE, AND PROTECTION A. PACKAGE, DELIVER AND STORE DOORS IN ACCORDANCE WITH SPECIFIED QUALITY STANDARD. B. ACCEPT DOORS ON SITE IN MANUFACTURER'S PACKAGING. INSPECT FOR DAMAGE. C. PROTECT DOORS WITH RESILIENT PACKAGING SEALED WITH HEAT SHRUNK PLASTIC. DO NOT STORE IN DAMP OR WET AREAS, OR IN AREAS WHERE SUNLIGHT MIGHT BLEACH VENEER. SEAL TOP AND BOTTOM EDGES WITH TINTED SEALER IF STORED MORE THAN ONE WEEK. BREAK SEAL ON SITE TO PERMIT VENTILATION. 1.06 PROJECT CONDITIONS A. COORDINATE THE WORK WITH DOOR OPENING CONSTRUCTION, DOOR FRAME AND DOOR HARDWARE INSTALLATION. 1.07 WARRANTY A. SEE SECTION 017700 - CLOSEOUT SUBMITTALS FOR ADDITIONAL WARRANTY REQUIREMENTS. B. PROVIDE WARRANTY FOR THE FOLLOWING TERM: 1. INTERIOR DOORS: TWO (2) YEARS. C. INCLUDE COVERAGE FOR DELAMINATION OF VENEER, WARPING BEYOND SPECIFIED INSTALLATION TOLERANCES, DEFECTIVE MATERIALS, AND TELEGRAPHING CORE CONSTRUCTION PART 2 PRODUCTS 2.01 DOORS AND PANELS A. ALL DOORS: SEE DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. 1. QUALITY STANDARD: WDMA I.S. 1-A, ECONOMY GRADE. 2. WOOD VENEER FACED DOORS: 5 -PLY UNLESS OTHERWISE INDICATED. B. INTERIOR DOORS: 1-3/4 INCHES (44 MM) THICK UNLESS OTHERWISE INDICATED, FLUSH CONSTRUCTION. 1. PROVIDE SOLID CORE DOORS AT ALL LOCATIONS EXCEPT PROVIDE HOLLOW CORE DOORS AT LOCATIONS INDICATED ON DRAVVINGS. 2.02 DOOR AND PANEL CORES A. NON -RATED SOLID CORE AND 20 MINUTE RATED DOORS: TYPE SLC, STAVED LUMBER CORE, PLIES AND FACES AS INDICATED ABOVE. B. HOLLOW CORE DOORS: TYPE SHC - STANDARD, PLIES AND FACES AS INDICATED ABOVE. 2.03 DOOR FACINGS A. WOOD VENEER FACING FOR TRANSPARENT FINISH: NATURAL BIRCH, VENEER GRADE AS SPECIFIED BY QUALITY STANDARD, QUARTER SLICED, BOOK VENEER MATCH, RUNNING ASSEMBLY MATCH, UNLESS OTHERWISE INDICATED. 1. VERTICAL EDGES: COMPATIBLE HARDWOOD. B. VENEER FACING FOR OPAQUE FINISH: MEDIUM DENSITY OVERLAID PLYWOOD. 2.04 ACCESSORIES 2.05 DOOR CONSTRUCTION A. FABRICATE DOORS IN ACCORDANCE WITH DOOR QUALITY STANDARD SPECIFIED. B. PROVIDE SOLID BLOCKS AT LOCK EDGE FOR HARDWARE REINFORCEMENT. C. FIT DOOR EDGE TRIM TO EDGE OF STILES AFTER APPLYING VENEER FACING. D. PROVIDE EDGE CLEARANCES IN ACCORDANCE WITH AWI QUALITY" STANDARDS ILLUSTRATED SECTION 1700. 2.06 FACTORY FINISHING PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. B. VERIFY THAT OPENING SIZES AND TOLERANCES ARE ACCEPTABLE. C. DO NOT INSTALL DOORS IN FRAME OPENINGS THAT ARE NOT PLUMB OR ARE OUT -OF -TOLERANCE FOR SIZE OR ALIGNMENT. 3.02 INSTALLATION A. INSTALL DOORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFIED QUALITY STANDARD. B. TRIM NON -RATED DOOR WIDTH BY CUTTING EQUALLY ON BOTH JAMB EDGES. C. TRIM DOOR HEIGHT BY CUTTING BOTTOM EDGES TO A MAXIMUM OF 3/4 INCH (19 MM). D. USE MACHINE TOOLS TO CUT OR DRILL FOR HARDWARE. E. COORDINATE INSTALLATION OF DOORS WITH INSTALLATION OF FRAMES AND HARDWARE. F. COORDINATE INSTALLATION OF GLAZING. G. INSTALL DOOR LOUVERS PLUMB AND LEVEL. 3.03 INSTALLATION TOLERANCES A. CONFORM TO SPECIFIED QUALITY STANDARD FOR FIT AND CLEARANCE TOLERANCES. B. CONFORM TO SPECIFIED QUALITY STANDARD FOR MAXIMUM DIAGONAL DISTORTION. 3.04 ADJUSTING A. ADJUST DOORS FOR SMOOTH AND BALANCED DOOR MOVEMENT. B. ADJUST CLOSERS FOR FULL CLOSURE. 3.05 SCHEDULE - SEE DRAWINGS END OF SECTION SECTION 083613 - SECTIONAL DOORS PART1 GENERAL 1.01 SECTION INCLUDES A. STEEL SECTIONAL OVERHEAD DOORS. B. ELECTRIC OPERATORS AND CONTROLS. C. OPERATING HARDWARE, TRACKS, AND SUPPORT. 1.02 REFERENCES A. ANSUDASMA 102 AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR SECTIONAL OVERHEAD TYPE DOORS. 1.03 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. B. PRODUCT DATA: MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED, INCLUDING: 1. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS. 2. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS. 3. INSTALLATION METHODS. C. SHOP DRAWINGS: INDICATE PLANS AND ELEVATIONS INCLUDING OPENING DIMENSIONS AND REQUIRED TOLERANCES, CONNECTION DETAILS, ANCHORAGE SPACING, HARDWARE LOCATIONS, AND INSTALLATION DETAILS. D. MANUFACTURER'S CERTIFICATES: CERTIFY PRODUCTS MEET OR EXCEED SPECIFIED REQUIREMENTS. E. OPERATION AND MAINTENANCE DATA. 1.04 QUALITY ASSURANCE A. MANUFACTURER QUALIFICATIONS: COMPANY SPECIALIZING IN MANUFACTURING PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM FIVE YEARS DOCUMENTED EXPERIENCE. B. INSTALLER QUALIFICATIONS: AUTHORIZED REPRESENTATIVE OF THE MANUFACTURER WITH MINIMUM FIVE YEARS DOCUMENTED EXPERIENCE. C. PRODUCTS REQUIRING ELECTRICAL CONNECTION: LISTED AND CLASSIFIED BY UNDERWRITERS LABORATORIES, INC. ACCEPTABLE TO AUTHORITY HAVING JURISDICTION AS SUITABLE FOR PURPOSE SPECIFIED. 1.05 DELIVERY, STORAGE, AND HANDLING A. STORE PRODUCTS IN MANUFACTURER'S UNOPENED LABELED PACKAGING UNTIL READY FOR INSTALLATION. B. PROTECT MATERIALS FROM EXPOSURE TO MOISTURE UNTIL READY FOR INSTALLATION. C. STORE MATERIALS IN A DRY, VENTILATED WEATHERTIGHT LOCATION 1.06 PROJECT CONDITIONS A. PRE -INSTALLATION CONFERENCE: CONVENE A PRE -INSTALLATION CONFERENCE JUST PRIOR TO COMMENCEMENT OF FIELD OPERATIONS, TO ESTABLISH PROCEDURES TO MAINTAIN OPTIMUM WORKING CONDITIONS AND TO COORDINATE THIS WORK WITH RELATED AND ADJACENT WORK. PART2 PRODUCTS. 2.01 MANUFACTURERS A. ACCEPTABLE MANUFACTURER: OVERHEAD DOOR CORP., 2501 S STATE HWY. 121, SUITE 200, LEWISVILLE, TX 75067. ASD. TEL TOLL FREE: (800) 275-3290. PHONE: (469) 549-7100. FAX: (972) 906-1499. WEB SITE: VVWW.OVERHEADDOOR.COM E-MAIL: SALES@OVERHEADDOOR.COM B. REQUESTS FOR SUBSTITUTIONS WILL BE CONSIDERED IN ACCORDANCE WITH PROVISIONS OF SECTION 016000. 2.02 SECTIONAL OVERHEAD DOORS A. SECTIONAL OVERHEAD STEEL DOORS: 416 SERIES STEEL DOORS BY OVERHEAD DOOR CORPORATION. UNITS SHALL HAVE THE FOLLOWING CHARACTERISTICS: 1. DOOR ASSEMBLY: STEEL DOOR ASSEMBLY VVITH RABBETED MEETING RAILS TO FORM WEATHERTIGHT JOINTS AND PROVIDE FULL -WIDTH INTERLOCKING STRUCTURAL RIGIDITY. a. PANEL THICKNESS: 2 INCHES (51 MM). b. EXTERIOR SURFACE: FLUSH. c. THERMAL VALUES: R -VALUE OF 8.56; U -VALUE OF 0.17. d. SECTION MATERIAL: 16 GAUGE, GALVANIZED STEEL. e. CENTER AND END STILES: 16 GAUGE STEEL. f. SPRINGS: 1.) 10,000 CYCLES. 2. LOCK: a. INTERIOR MOUNTED SLIDE LOCK. 3. WEATHERSTRIPPING: a. FLEXIBLE BULB -TYPE STRIP AT BOTTOM SECTION. b. FLEXIBLE JAMB SEALS. c. FLEXIBLE HEADER SEAL. 7. TRACK: PROVIDE TRACK AS RECOMMENDED BY MANUFACTURER TO SUIT LOADING REQUIRED AND CLEARANCES AVAILABLE. 8. MANUAL OPERATION: PULL ROPE. 9. ELECTRIC MOTOR OPERATION: PROVIDE UL LISTED ELECTRIC OPERATOR, SIZE AND TYPE AS RECOMMENDED BY MANUFACTURER TO MOVE DOOR IN EITHER DIRECTION AT NOT LESS THAN 2/3 FOOT NOR MORE THAN 1 FOOT PER SECOND. OPERATOR SHALL MEET UL325/2010 REQUIREMENTS FOR CONTINUOUS MONITORING OF SAFETY DEVICES. a. ENTRAPMENT PROTECTION: REQUIRED FOR MOMENTARY CONTACT, INCLUDES RADIO CONTROL OPERATION. 1.) PNEUMATIC SENSING EDGE UP TO 18 FEET (5.5 M) WIDE. CONSTANT CONTACT ONLY COMPLYING WITH UL 325/2010. b. OPERATOR CONTROLS: 1.) PUSH-BUTTON AND KEY OPERATED CONTROL STATIONS WITH OPEN, CLOSE, AND STOP BUTTONS. 2.) SURFACE MOUNTING. 3.) INTERIOR LOCATION. PART 3 EXECUTION 3.01 EXAMINATION A. DO NOT BEGIN INSTALLATION UNTIL OPENINGS HAVE BEEN PROPERLY PREPARED. B. VERIFY WALL OPENINGS ARE READY TO RECEIVE WORK AND OPENING DIMENSIONS AND TOLERANCES ARE WITHIN SPECIFIED LIMITS. C. VERIFY ELECTRICAL POWER IS AVAILABLE AND OF CORRECT CHARACTERISTICS. 3.02 PREPARATION A. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION. B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 3.03 INSTALLATION A. INSTALL OVERHEAD DOORS AND TRACK IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND THE MANUFACTURER'S PRINTED INSTRUCTIONS.. B. COORDINATE INSTALLATION WITH ADJACENT WORK TO ENSURE PROPER CLEARANCES AND ALLOW FOR MAINTENANCE. C. ANCHOR ASSEMBLY TO WALL CONSTRUCTION AND BUILDING FRAMING WITHOUT DISTORTION OR STRESS. D. SECURELY BRACE DOOR TRACKS SUSPENDED FROM STRUCTURE. SECURE TRACKS TO STRUCTURAL MEMBERS ONLY. E. FIT AND ALIGN DOOR ASSEMBLY INCLUDING HARDWARE, F. COORDINATE INSTALLATION OF ELECTRICAL SERVICE. COMPLETE POWER AND CONTROLS WIRING FROM DISCONNECT TO UNIT COMPONENTS.. 3.04 CLEANING AND ADJUSTING A. ADJUST DOORS ASSEMBLY TO SMOOTH OPERATION AND IN FULL CONTACT WITH WEATHERSTRIPPING. B. CLEAN DOORS, FRAMES AND GLASS. C. REMOVE TEMPORARY LABELS AND VISIBLE MARKINGS. 3.05 PROTECTION OF FINISHED WORK A. DO NOT PERMIT CONSTRUCTION TRAFFIC THROUGH OVERHEAD DOOR OPENINGS AFTER ADJUSTMENT AND CLEANING. B. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. C. TOUCH-UP DAMAGED COATINGS AND FINISHES AND REPAIR DAMAGE BEFORE SUBSTANTIAL COMPLETION. END OF SECTION SECTION 084113 - ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS PART 1 GENERAL 1.01 SECTION INCLUDES A. ALUMINUM -FRAMED STOREFRONT, WITH VISION GLASS. B. WEATHERSTRIPPING. C. PERIMETER SEALANT. 1.02 RELATED SECTIONS A. SECTION 079200 - JOINT SEALERS: PERIMETER SEALANT AND BACK-UP MATERIALS. B. SECTION 088000 - GLAZING: GLASS AND GLAZING ACCESSORIES. 1.03 REFERENCES A. AA DAF -45 - DESIGNATION SYSTEM FOR ALUMINUM FINISHES, THE ALUMINUM ASSOCIATION, INC., 2003. B. AAMA CW -10 - CARE AND HANDLING OF ARCHITECTURAL ALUMINUM FROM SHOP TO SITE, AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION, 1997. C. AAMA 611 - VOLUNTARY SPECIFICATION FOR ANODIZED ARCHITECTURAL ALUMINUM, AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION, 1998. D. ASTM B 221 - STANDARD SPECIFICATION FOR ALUMINUM AND ALUMINUM -ALLOY EXTRUDED BARS, RODS, WIRE, PROFILES, AND TUBES, 2002. E. ASTM B 221 M - STANDARD SPECIFICATION FOR ALUMINUM AND ALUMINUM -ALLOY EXTRUDED BARS, RODS, WIRE, PROFILES, AND TUBES (METRIC), 2002. 1.04 SUBMITTALS A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. B. PRODUCT DATA: PROVIDE COMPONENT DIMENSIONS, DESCRIBE COMPONENTS WITHIN ASSEMBLY, ANCHORAGE AND FASTENERS, GLASS AND INFILL, DOOR HARDWARE, INTERNAL DRAINAGE DETAILS. C. SHOP DRAWINGS: INDICATE SYSTEM DIMENSIONS, FRAMED OPENING REQUIREMENTS AND TOLERANCES, AFFECTED RELATED WORK, EXPANSION AND CONTRACTION JOINT LOCATION AND DETAILS, AND FIELD WELDING REQUIRED. D. WARRANTY: SUBMIT MANUFACTURER WARRANTY AND ENSURE FORMS HAVE BEEN COMPLETED IN DEVELOPERS DIVERSIFIED'S NAME AND REGISTERED WITH MANUFACTURER. 1.05 DELIVERY, STORAGE, AND PROTECTION A. HANDLE PRODUCTS OF THIS SECTION IN ACCORDANCE WITH AAMA CW -10. B. PROTECT FINISHED ALUMINUM SURFACES WITH WRAPPING. DO NOT USE ADHESIVE PAPERS OR SPRAYED COATINGS WHICH BOND TO ALUMINUM WHEN EXPOSED TO SUNLIGHT OR WEATHER. 1.06 PROJECT CONDITIONS A. COORDINATE THE WORK WITH INSTALLATION OF FIRESTOPPING COMPONENTS OR MATERIALS. 1.07 WARRANTY A. SEE SECTION 017700 - CLOSEOUT SUBMITTALS, FOR ADDITIONAL WARRANTY REQUIREMENTS. B. PROVIDE FIVE YEAR MANUFACTURER WARRANTY AGAINST FAILURE OF GLASS SEAL ON INSULATING GLASS UNITS, INCLUDING INTERPANE DUSTING OR MISTING. INCLUDE PROVISION FOR REPLACEMENT OF FAILED UNITS. C. PROVIDE FIVE YEAR MANUFACTURER WARRANTY AGAINST EXCESSIVE DEGRADATION OF EXTERIOR FINISH. INCLUDE PROVISION FOR REPLACEMENT OF UNITS WITH EXCESSIVE FADING, CHALKING, OR FLAKING. PART 2 PRODUCTS 2.01 MANUFACTURERS A. ACCEPTABLE MANUFACTURERS - STOREFRONT SYSTEM: 1. KAWNEER COMPANY, INC, PRODUCT TRI -FAB VG- 451T AT EXTERIOR AND TRI -FAB 450 FOR INTERIOR APPLICATIONS: VVM.KAWNEER.COM. 2. UNITED STATES ALUMINUM CORP: WWW.USALUM.COM. 3. VISTAWALL ARCHITECTURAL PRODUCTS: WVVW.VISTAWALL.COM. 4. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT REQUIREMENTS. B. ACCEPTABLE MANUFACTURERS - AUTOMATIC DOORS 1. DOORS SHALL BE BESAM UNISLIDE OC3-8 AUTOMATIC SLIDING DOOR PACKAGE AS INDICATED ON DRAWINGS. INSTALLTION BY BESAM CERTIFIED INSTALLER PER BESAM SPECIFICATIONS. 2.02 COMPONENTS A. ALUMINUM -FRAMED STOREFRONT: FACTORY FABRICATED, FACTORY FINISHED ALUMINUM FRAMING MEMBERS WITH INFILL, AND RELATED FLASHINGS, ANCHORAGE AND ATTACHMENT DEVICES. 1. FINISH: CLASS I COLOR ANODIZED AT INTERIOR, OR TO MATCH EXISTING FINISH AS INDICATED ON DRAWINGS. 2.03 MATERIALS A. EXTRUDED ALUMINUM: ASTM B 221 (ASTM B 221 M). B. FASTENERS: STAINLESS STEEL. C. EXPOSED FLASHINGS: 0.032 INCH (0.8 MM) THICK ALUMINUM SHEET, FINISH TO MATCH FRAMING MEMBERS. D. CONCEALED FLASHINGS: 0.018 INCH (0.5 MM) THICK GALVANIZED STEEL. E. PERIMETER SEALANT: TYPE SPECIFIED IN SECTION 079200. F. GLASS: AS SPECIFIED IN SECTION 088000. 1. GLASS IN EXTERIOR FRAMING: TYPE INSULATED UNITS. 2.04 FINISHES A. COMPLY WITH AA DAF -45 FOR ALUMINUM FINISHES REQUIRED. B. CLASS I COLOR ANODIZED FINISH: ANODIC COATING TO MATCH EXISTING, NOT LESS THAN 0.7 MILS (0.018 MM) THICK. C. TOUCH-UP MATERIALS: AS RECOMMENDED BY COATING MANUFACTURER FOR FIELD APPLICATION. 2.05 HARDWARE 2.06 FABRICATION A. FABRICATE COMPONENTS WITH MINIMUM CLEARANCES AND SHIM SPACING AROUND PERIMETER OF ASSEMBLY, YET ENABLING INSTALLATION AND DYNAMIC MOVEMENT OF PERIMETER SEAL. B. ACCURATELY FIT AND SECURE JOINTS AND CORNERS. MAKE JOINTS FLUSH, HAIRLINE, AND WEATHERPROOF. C. PREPARE COMPONENTS TO RECEIVE ANCHOR DEVICES. FABRICATE ANCHORS. D. COAT CONCEALED METAL SURFACES THAT WILL BE IN CONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILAR METALS WITH BITUMINOUS PAINT. E. ARRANGE FASTENERS AND ATTACHMENTS TO CONCEAL FROM VIEW. F. REINFORCE FRAMING MEMBERS FOR IMPOSED LOADS. G. FINISHING: APPLY FACTORY FINISH TO ALL SURFACES THAT WILL BE EXPOSED IN COMPLETED ASSEMBLIES. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY DIMENSIONS, TOLERANCES, AND METHOD OF ATTACHMENT WITH OTHER WORK. B. VERIFY THAT WALL OPENINGS AND ADJOINING AIR AND VAPOR SEAL MATERIALS ARE READY TO RECEIVE WORK OF THIS SECTION. 3.02 INSTALLATION A. INSTALL WALL SYSTEM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. ATTACH TO STRUCTURE TO PERMIT SUFFICIENT ADJUSTMENT TO ACCOMMODATE CONSTRUCTION TOLERANCES AND OTHER IRREGULARITIES. C. PROVIDE ALIGNMENT ATTACHMENTS AND SHIMS TO PERMANENTLY FASTEN SYSTEM TO BUILDING STRUCTURE. D. ALIGN ASSEMBLY PLUMB AND LEVEL, FREE OF WARP OR TWIST. MAINTAIN ASSEMBLY DIMENSIONAL TOLERANCES, ALIGNING WITH ADJACENT WORK. E. PROVIDE THERMAL ISOLATION WHERE COMPONENTS PENETRATE OR DISRUPT BUILDING INSULATION. F. INSTALL SILL FLASHINGS. TURN UP ENDS AND EDGES, SEAL TO ADJACENT WORK TO FORM WATER TIGHT DAM. G. COORDINATE ATTACHMENT AND SEAL OF PERIMETER AIR AND VAPOR BARRIER MATERIALS. H. PACK FIBROUS INSULATION IN SHIM SPACES AT PERIMETER OF ASSEMBLY TO MAINTAIN CONTINUITY OF THERMAL BARRIER. I. INSTALL HARDWARE USING TEMPLATES PROVIDED. J. INSTALL GLASS IN ACCORDANCE WITH SECTION 088000, USING GLAZING METHOD REQUIRED TO ACHIEVE PERFORMANCE CRITERIA. K. INSTALL PERIMETER SEALANT IN ACCORDANCE WITH SECTION 079200. 3.03 ERECTION TOLERANCES A. MAXIMUM VARIATION FROM PLUMB: 0.06 INCHES EVERY 3 FT (1.5 MM/M) NON -CUMULATIVE OR 1/16 INCHES PER 10 FT (1.5 MM/3 M), WHICHEVER IS LESS. B. MAXIMUM MISALIGNMENT OF TWO ADJOINING MEMBERS ABUTTING IN PLANE: 1/32 INCH (0.8 MM). 3.04 ADJUSTING A. ADJUST OPERATING HARDWARE FOR SMOOTH OPERATION. 3.05 CLEANING AND PROTECTION A. REMOVE PROTECTIVE MATERIAL FROM PRE -FINISHED ALUMINUM SURFACES. B. WASH DOWN SURFACES WITH A SOLUTION OF MILD DETERGENT IN WARM WATER, APPLIED WITH SOFT, CLEAN WIPING CLOTHS. TAKE CARE TO REMOVE DIRT FROM CORNERS. WIPE SURFACES CLEAN. C. REMOVE EXCESS SEALANT BY METHOD ACCEPTABLE TO SEALANT MANUFACTURER. D. TOUCH-UP MINOR DAMAGE TO FACTORY APPLIED FINISH, REPLACE COMPONENTS THAT CANNOT BE SATISFACTORILY REPAIRED. E. PROTECT FINISHED WORK FROM DAMAGE. END OF SECTION SECTION 084229 - AUTOMATIC ENTRANCES PART 1 1.01 SECTION INCLUDES A. SLIDING AUTOMATIC ENTRANCES 1.02 RELATED SECTIONS A. DIVISION 7 FOR CAULKING B. DIVISION 8 FOR DOOR HARDWARE C. DIVISION 26 FOR ELECTRICAL CONNECTIONS 1.03 REFERENCES A. UL 325 - STANDARD FOR DOOR, DRAPERY, GATE,LIOUVER, AND WINDOW OPERATORS AND SYSTEMS B. ANSI/BMHA A156.10: STANDARD FOR POWER OPERATED PEDESTRIAN DOORS C. ANSI/BMHA A156.5: STANDARD FOR AUXILIARY LOCKS AND ASSOCIATED PRODUCTS D. ANSI Z97.1: STANDARDS FOR SAFETY GLAZING MATERIALS USED IN BUILDINGS - SAFETY PERFORMANCE SPECIFICATIONS AND METHODS E. CPSC 16 CFR 1201: SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS F. ASTM B221 - STANDARD SPECIFICATION FOR ALUMINUM EXTRUDED BARS, RODS, WIRE, PROFILES, AND TUBES G. ASTM B209 - STANDARD SPECIFICATION FOR ALUMINUM SHEET AND PLATE H. AAMA 611 -VOLUNTARY SPECIFICATION FOR ANODIZED ARCHITECTURAL ALUMINUM, AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION, 1998 I. AAMA 701 - VOLUNTARY SPECIFICATION FOR PILE WEATHERSTRIPPING AND REPLACEABLE FENESTRATION WEATHERSEALS 1.04 SUBMITTALS A. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, HARDWARE MOUNTING HEIGHTS, AND ATTACHMENTS TO OTHER WORK. B. COLOR SAMPLES FOR SELECTION OF FCATORY-APPLIED COLOR FINISHES. C. CLOSEOUT SUBMITTALS: OWNER'S MANUAL AND WARRANTIES 1.05 WARRANTY A. AUTOMATIC ENTRANCES SHALL BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION. PART 2 PRODUCTS 2.01 AUTOMATIC ENTRANCES A. MANUFACTURER: STANLEY ACCESS DOOR: DURA -GLIDE 2000 SERIES SIZE: AS INDICATED ON DRAWINGS. BI -PART DOOR PACKAGE B. SUBSTITUTIONS: SEE DIVISION 1 FOR SUBSTITUTION PROCEDURES 2.02 MATERIALS A. ALUMINUM A.A. HEADERS, STILES, RAILS AND FRAMES: 6063-T6 A.B. EXTRUDED BARS, RODS, PROFILES AND TUBES: ASTM B 221 A.C. SHEET AND PLATE: ASTM B 209 B. SEALANTS AND JOINT FILLERS: SEE DIVISION 7 SECTION JOINT SEALANTS 2.03 COMPONENTS A. FRAMING AND TENSION MEMBERS: NOMINAL SIZE 1 3/4" X 4 1/2" WITH CONCEALED FASTENERS. TRANSOM SHALL BE INTEGRAL TO SLIDING DOOR FRAMING SYSTEM WITH FLUSH GLAZING. B. STILE AND RAIL DOORS AND SIDELIGHTS: 1 3/4" THICK GLAZED DOORS WITH EXTRUDED ALUMINUM TUBULAR STILE AND RAIL MEMBERS. SNAP ON GLAZING STOPS AND GASKETS. 2" NOMINAL WIDTH NARROW STILE. MINIMUM 10" NOMINAL HEIGHT ON BOTTOM RAIL DESIGN. HORIZONTAL TUBULAR RAIL MEMBER FOR EACH DOOR, 2" NOMINAL WIDTH C. GLAZING: 1" CLEAR IG ON EXTERIOR DOOR PACKAGE, 1/4" CLEAR TEMP ON INTERIOR DOOR PACKAGE. D. HEADERS: CONCEALED MOUNTING WITH ONE SIDE OF HEADER FLUSH WITH FRAMING. CAPABLE OF SUPPORTING UP TO 220 LBS PER PANEL, UP TO 4 PANELS, OVER SPANS OF 14 FEET WITHOUT INTERMEDIATE SUPPORTS E. CARRIER ASSEMBLIES AND OVERHEAD ROLLER TRACKS: MANUFACTURER'S STANDARD CARRIER PACKAGE F. THRESHOLDS: CONTINUOUS STANDARD TAPERED EXTRUSION DOUBLE BEVEL G. FASTENERS: STANDARD CORROSION RESISTANT, NON -STAINING, NON-BLEEDING 2.04 ELECTRICAL CONTROLS A. MICROPROCESSOR CONTROLLER AND POSITION ENCODER WITH SAFETY LOGIC AND WATCHDOG LED 2.05 ACTIVATION AND SAFETY DEVICES A. DUAL ACTIVATION STANLEY SU -100 MOTION SENSOR SHALL BE MOUNTED ON EACH SIDE OF THE DOOR HEADER B. STAN GUARD THRESHOLD SAFETY SENSORS SHALL BE PROVIDED C. PHOTO -ELECTRONIC BEAMS SHALL BE PULSED INFRARED TYPE 2.06 HARDWARE A. EMERGENCY BREAKAWAY RELEASE SHALL ALLOW BOTH PANELS TO SWING OUT 90 DEGREES B. DEADLOCKS: 2 -POINT LOCKING, KEY EXTERIOR, THUMB TURN INTERIOR C. CONTROL SWITCH: ROTARY SWITCH MOUNTED ON THE INTERIOR JAMB 2.07 ALUMINUM FINISH D. TO MATCH EXISTING STOREFRONT FINISH PART 3 EXECUTION 3.01 INSPECTION A. EXAMINE EXISTING CONDITIONS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES, HEADER SUPPORT AND OTHER CONDITIONS AFFECTING PERFORMANCE OF AUTOMATIC ENTRANCES. 3.02 INSTALLATION A. DO NOT INSTALL DAMAGED COMPONENTS B. INSTALL ENTRANCES PLUMB AND TRUE IN ALIGNMENT. ANCHOR SECURELY IN PLACE. C. DOOR OPERATORS: CONNECT DOOR OPERATORS TO ELECTRICAL POWER DISTRIBUTION SYSTEM D. GLAZING: PER MANUFACTURER'S INSTRUCTIONS E. SEALANTS: PER DIVISION 7 SECTION JOINT SEALANTS 3.03 FIELD QUALITY CONTROL A. TESTING SERVICES: FACTORY TRAINED INSTALLER SHALL TEST AND INSPECT EACH DOOR FOR FULL COMPLIANCE. 3.04 ADJUSTING A. ADJUST DOOR OPERATORS, CONTROLS, AND HARDWARE FOR SMOOTH AND SAFE OPERATION. 3.05 CLEANING AND PROTECTION A. CLEAN GLASS AND ALUMINUM SURFACES PROMPTLY AFTER INSTALLATION. END OF SECTION Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT • TENANT REVIEW Drawn By: GGW Project No.: 15179 V Z FL CL O CO W 0 J J LAI F - Z J F - Q F- N ZN m cf) 0 J m A LL V Q M X T_ O V_ HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com A ES 1 m 4