921 N. RIVERFRONT BLVD. SUITE 700 DALLAS, TEXAS 75207
TEL: 214-613-0680 FAX: 469.730.3341
ARCHITECT/ ENGINEER
T.M.Morgan Architect ISSUED FOR PERMIT 07/01/2016
921 N. RIVERFRONT BLVD. SUITE 700 DALLAS, TEXAS 75207 FAIRFIELD INN SEAL
OF MIS E SO T U A R T I S THOMAS M. MORGAN NUMBER PORTE COCHERE UPGRADE A-2008034766 AR T C H I T E C 07/01/2016
3301 SOUTH RANGELINE RD. ARCHITECTURAL PROJECT NO.: 037-05 JOPLIN, MO 64804
SYMBOL LEGEND VICINITY MAP PROJECT SUMMARY PROJECT DIRECTORY SHEET INDEX
ROOM NAME ALIGN TO REV. ARCHITECTURAL ROOM MARK MULLION ARCHITECT: 000 FAIRFIELD INN PROJECT DESCRIPTION 3301 SOUTH RANGELINE RD., JOPLIN, MO 64804 OWNER: CENTERLINE G0.0 COVER SHEET & INDEX DEMOLITON OF AN EXISTING ENTRY CANOPY & CONSTRUCTION OF A NEW ENTRY BRISAM INN OF JOPLIN, LLC T.M. MORGAN ARCHITECT GRID LINE D03 DOOR MARK CANOPY ONTO AN EXISTING BUILDING 3301 S. RANGELINE RD 921 N. RIVERFRONT BLVD. A1.0 SITE & DEMOLITION PLANS GRID NO. REFERENCE JOPLIN, MO 64804 SUITE 700 OR LETTER A2.0 CANOPY PLANS TEL: 858.277.4305 DALLAS, TX 75207 APPLICABLE BUILDING CODES A4.0 BUILDING SECTIONS 14 WINDOW MARK REVISION REVISION CONTACT: MICHAEL GOLDSTEIN TEL.: 214.613.0680 NUMBER REFERENCE JURISDICTION JOPLIN, MO FACSIMILE: 469.730.3341 A8.0 SECTIONS & DETAILS CONTACT: Tom Morgan ELEVATION SP1.0 SPECIFICATIONS X KEYNOTE 0/XX-X 2012 IBC W/ LOCAL AMENDMENTS JOPLIN, MO 64804 REFERENCE BUILDING REFERENCE S. RANGELINE RD. FIRE 2012 IFC W/ LOCAL AMENDMENTS SP2.0 SPECIFICATIONS
PLUMBING 2012 IPC W/ LOCAL AMENDMENTS CONTRACTOR: STRUCTURAL CONSULTANT: SP3.0 SPECIFICATIONS 0/XX-X SECTION E. 32ND ST. E. 32ND ST. PT-2 FINISH MARK 2012 IMC W/ LOCAL AMENDMENTS
REFERENCE MECHANICAL 3301 SOUTH RANGELINE RD. ALGIERE CONSTRUCTION RONALD A. ROBERTS ASSOCIATES FAIRFIELD INN ELECTRICAL 2011 NEC W/ LOCAL AMENDMENTS 7704 SAN JACINTO PLACE 2948 N. STEMMONS FREEWAY 1 WALL MARK - REF. CODES STRUCTURAL ELEVATION ACCESSIBILITY SUITE 100 DALLAS, TEXAS 75247 X SHEET A8.0 FOR 4 A-4.0 2 AMENDMENTS PLANO, TX 75024 TEL. : 214.637.6299 WALL TYPES REFERENCE ENERGY S0.0 STRUCTURAL NOTES PORTE COCHERE UPGRADE 3 TEL: 972.618.1100 OTHER 2011 IEC W/ LOCAL AMENDMENTS FACSIMILE: 214.637.6997 ELEVATION IN 44 CONTACT: Robert Algiere CONTACT: Andrew Lloret S1.0 PARTIAL FOUNDATION AND FRAMING PLANS ALIGN FINISH TO RELATIONSHIP TO DATUM OR FLOOR EXISTING MAIN FLOOR OR ELEVATION 44 ALIGN STATED DATUM BUILDING DATA
MATCH LINE ZONING CLASSIFICATION: - REFER TO 06/A6-1 ENLARGED PLAN CONSTRUCTION TYPE: V-B SHEET NO. NO. REVISIONS: DATE: MATCH LINE DETAIL SEISMIC DESIGN CATEGORY: N/A REFERENCE AUTOMATIC SPRINKLER SYSTEM: YES DIMENSION BUILDING FIRE ALARM SYSTEM: YES FINISH TO FINISH SECTION NUMBER OF STORIES: 03 4/A5.0 REFERENCE ABBREVIATIONS SITE PLAN REVISION LOG PROJECT DATA
OCCUPANCY CLASSIFICATION: R-1 REVISION DATE DESCRIPTION A.F.F. ABOVE FINISHED FLOOR HVAC HEATING, VENTILATION & FAIRFIELD INN GROSS FLOOR AREA: NA A.D.A. AMERICANS WITH AIR CONDITIONING TOTAL OCCUPANT LOAD: NA DISABILITES ACT MAX. MAXIMUM ADNL. ADDITIONAL M.D.F. MEDIUM DENSITY FIBER BOARD MINIMUM # OF REQ'D EXITS: NA AMP. AMPERE MIN. MINIMUM TENANT REVIEW ISSUE DATE: xxx. xx, 2016 BD. BOARD MFR. MANUFACTURER HEALTH DEPT. REVIEW ISSUE DATE: xxx. xx, 2016 BLKG. BLOCKING N.I.C. NOT IN CONTRACT LANDLORD REVIEW ISSUE DATE: xxx. xx, 2016 CAB. CABINET N.T.S. NOT TO SCALE E. 32ND ST. BID ISSUE DATE: xxx. xx, 2016 CLG. CEILING O.C. ON CENTER CONSTRUCTION ISSUE DATE: xxx. xx, 2016 CLR. CLEAR OPENING OFGCI OWNER FURNISHED G.C. INSTALL E. 32ND ST. COL. COLUMNS OP'G. OPENING CONTR. CONTRACTOR PART. PARTICLE DWGS. DRAWINGS PR. PAIR E.C. EXISTING TO BE CAPPED PREFAB. PREFABRICATED ELEC. ELECTRICAL REF. REFERENCE REQ'D EQ. EQUAL REQUIRED DRAWING TITLE: F.E. FIRE EXTINGUISHER SCHED. SCHEDULE S. RANGELINE RD. FEC FIRE EXTINGUISHER CABINET S.S. STAINLESS STEEL FHC FIRE HOSE CABINET STD. STANDARD COVER SHEET FLUOR. FLUORESCENT TYP. TYPICAL & INDEX GA. GAUGE U.O.N. UNLESS OTHERWISE NOTED G.C. GENERAL CONTRACTOR V VOLTS DRAWING NUMBER: GYP. BD. GYPSUM BOARD VCT VINYL COMPOSITION TILE
H.M. HOLLOW METAL V.I.F. VERIFY IN FIELD HDWR HARDWARE W/ WITH
HT. HEIGHT W/O WITHOUT WH WATER HEATER G0.0 ISSUED FOR PERMIT 07/01/2016 GENERAL DEMOLITION NOTES 6 11 11 1. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR IS TO FAMILIARIZE HIMSELF 1 COMPLETELY W/ THE REQUIREMENTS OF THE DRAWINGS, NOTES & ATTACHED SPECIFICATIONS. 4 7 4 7 2. COORDINATE ALL DEMOLITION WORK AND DISPOSAL OF DEBRIS WITH PROPERTY MANAGER AND/OR LANDLORD.
2 6 9 3. CONTRACTOR SHALL COMPLETE ALL DEMOLITION AS NOTED IN PLANS & SPECIFICATIONS, PROTECT ALL MATERIALS TO REMAIN & REMOVE ALL DEBRIS AND RUBBISH FROM THE PROJECT SITE. 921 N. RIVERFRONT BLVD. SUITE 700 10 4. DEMOLITION WORK SHALL REQUIRE APPROVAL FROM THE LOCAL BUILDING DEPARTMENT, DALLAS, TEXAS 75207 5 5 AND ALL INSURANCE PAPERS AS REQUIRED BY THE LANDLORD OF THE BUILDING SHALL BE SUBMITTED WITH THE REQUIRED LIMITS OF LIABILITY AND INDICATION OF INSURED’S PRIOR TO TEL: 214-613-0680 FAX: 469.730.3341 START OF WORK 10 ARCHITECT/ ENGINEER 8 8 5. ALL AREAS WHERE DEMOLITION IS TO OCCUR SHALL BE SECTIONED OFF FROM THE PUBLIC. ALL REQUIRED SHORING, BARRICADING AND SCAFFOLDING SHALL BE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR.
6. ALL WORK SHALL BE IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS.
7. ALL RUBBISH AND DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE WITHIN A 24 HOUR PERIOD OR PLACED IN PRE-APPROVED DUMPSTER LOCATIONS. THIS CONTRACTOR SHALL RECEIVE APPROVAL OF DUMPSTER LOCATION FROM BUILDING LANDLORD REPRESENTATIVE.
8. ALL WORK SHALL BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION RULES AND REGULATIONS, IF APPLICABLE.
9. PROTECTION OF ADJACENT SPACES SHALL BE REQUIRED PRIOR TO ACTUAL DEMOLITION. FAIRFIELD INN T.M.Morgan
10. ALL ELECTRICAL DEMOLITION SHALL BE COMPLETED BY A BONDABLE LICENSED ISSUED FOR PERMIT 07/01/2016 ELECTRICIAN. REMOVE BACK TO SOURCE ALL ELECTRICAL NOT BEING REUSED. Architect
11. DEMOLITION WORK SHALL BE PHASED TO ALLOW PROPER EGRESS FOR WORKMEN IN CASE 921 N. RIVERFRONT BLVD. OF FIRE OR HAZARD AND NO DEMOLITION WORK SHALL OCCUR IF THE WORK JEOPARDIZES A SUITE 700 MEANS OF EGRESS FOR THE PUBLIC OR PROJECT EMPLOYEES. DALLAS, TEXAS 75207 12. ALL DASHED LINES DENOTE ITEMS TO BE REMOVED, PATCH AND REPAIR AS REQUIRED TO 9 RECEIVE NEW FINISH. SEAL
9 13. ALL ITEMS REMAINING AFTER DEMOLITION SHALL BE LEFT STRUCTURALLY SOUND AND IN LIKE NEW CONDITION. 1 OF MIS E SO T U A R T I 15 15 S THOMAS M. MORGAN NUMBER A-2008034766 3 AR T C H I T E C 1 1 07/01/2016 AREA OF WORK
4 9 4 10 10 X KEYNOTES ARCHITECTURAL PROJECT NO.: 037-05
1 EXISTING PAVING, CURB & GUTTER AT ENTRY DRIVE TO REMAIN; PATCH AND REPAIR AS REQ'D. 2 EXISTING SITE PARKING AND PAVED DRIVE AREAS 3 LINE OF NEW CANOPY OVER ENTRY DRIVE AND VESTIBULE 4 EXIST. LANDSCAPE AREAS TO BE PROTECTED AND MAINTAINED AS MUCH AS POSSIBLE. REPLACE LANDSCAPING DAMAGED DURING CONSTRUCTION 5 EXIST. SIDEWALKS TO REMAIN, TYP. 6 EXIST. VESTIBULE SLIDING DOORS TO REMAIN 7 EXIST. VESTIBULE WALLS AND STOREFRONT TO REMAIN 8 EXIST. PAVERS AT ENTRY TO REMAIN INTACT AS MUCH AS POSSIBLE. LIMIT Site Plan Demolition Plan DAMAGE TO PAVERS TO PAVER BORDERS SCALE: 1:20 SCALE: 1/4" = 1'-0" 01 02 9 REMOVE ROOF, EIFS, LIGHTS, AND ALL MISC. FRAMING AT PORTE COCHERE NORTH NORTH COLS. AND CANOPY COMPLETE 10 REMOVE CANOPY STRUCTURE AND CONC. FOOTINGS COMPLETE. LIMIT DAMAGE TO PAVERS ADJACENT TO FOOTING DEMOLITION PAVER BORDERS 11 EXIST. BUILDING WALLS TO REMAIN; PROTECT AGAINST DAMAGE; PATCH AND REPAIR AS REQ'D. JOPLIN, MO 64804 3301 SOUTH RANGELINE RD. FAIRFIELD INN PORTE COCHERE UPGRADE
NO. REVISIONS: DATE:
TENANT REVIEW ISSUE DATE: xxx. xx, 2016 HEALTH DEPT. REVIEW ISSUE DATE: xxx. xx, 2016 LANDLORD REVIEW ISSUE DATE: xxx. xx, 2016 BID ISSUE DATE: xxx. xx, 2016 CONSTRUCTION ISSUE DATE: xxx. xx, 2016
DRAWING TITLE:
DEMOLITION & SITE PLAN
DRAWING NUMBER: A1.0 ISSUED FOR PERMIT 07/01/2016 4 4 4 4 3 9 9 GENERAL FLOOR PLAN NOTES 1'-0" 1'-0" 1. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED MOISTURE RESISTANT WOOD. 3'-2 1/2" 12'-3 1/2" 12'-9 1/2" 3'-0" 1'-3 1/2" 1'-3 1/2" 1'-6" 1'-6" 25'-6" 2'-9 1/2" 13 2. GENERAL CONTRACTOR SHALL COORDINATE LOCAL CODE AND FIRE 01/A4.0 01/A4.0 MARSHAL REQUIREMENTS WITH DOCUMENTS; CONTACT ARCHITECT IF DISCREPANCIES OCCUR BETWEEN DOCUMENTS AND LOCAL REQUIREMENTS.
03/A2.0 4 04/A2.0 5'-8 1/2" XX/AX.X 7'-2 1/2" 7'-2 1/2" 7'-2 1/2" 7'-2 1/2" 13 4 10 3. STRUCTURAL REINF. DETAILS MUST BE PROVIDED FOR ANY EQUIP. SUPPORT OR SUSPENSION, SERVICE PLATFORMS, DECK PENETRATIONS ETC. 921 N. RIVERFRONT BLVD. SUITE 700 DALLAS, TEXAS 75207
TEL: 214-613-0680 FAX: 469.730.3341 3'-0"
1 1 ARCHITECT/ ENGINEER 1'-5 1/4" A A A 2 12 1'-3 5/8" 1'-6" 1'-6" 2'-9 1/2" 6'-3 1/2" 10'-0" 10'-0" 6'-3 1/2" 20'-5" 20'-5" 14 8'-8" 4'-4" 6 6
A A A 7 13'-2 1/2" 1'-0"
13'-2 1/2" 7 13'-2 1/2" 8 5 5 8 T.M.Morgan 4'-2 3/4" Architect ISSUED FOR PERMIT 07/01/2016 3 3 2'-8 3/4" 5'-2 7/8" 5'-2 7/8" 5'-4 7/8" 5'-2 7/8" 2'-8 3/4" 921 N. RIVERFRONT BLVD. SUITE 700 2'-2 1/2" DALLAS, TEXAS 75207
X KEYNOTES SEAL 32'-7" 3'-0 1/8" 7'-11 5/8" 10'-7 5/8" 7'-11 5/8" 3'-0 1/8" 1 STL. COLUMN; REF. STRUCTURAL 2 COLUMN WRAP OF MI 3 LINE OF CANOPY ABOVE E SS T OU 4 EXISTING BUILDING TO REMAIN, PROTECT DURING CONSTRUCTION, PATCH AND A R T I S 02/A4.0 03/A4.0 02/A4.0 03/A4.0 32'-7" REPAIR IF DAMAGED THOMAS M. 5 CURVED STL. BEAMS; REF. STRUCTURAL MORGAN 6 ALUM. CEILING PLANK SYSTEM NUMBER 15 7 CURVED ALUM. TRIM @ SIDES - TO MATCH ENDS 8 2X8 PTD. STL. TUBES @ OPENING, WELDED TO STL. BEAMS A-2008034766 9 A LINE OF ENTRY VESTIBULE ROOF BELOW R C C T 10 LINE ALUM. WRAPPED LIGHT COVE BELOW H I T E 16 16 11 ALUM. TRIM 12 INSTALL RECESSED CAN LIGHTS W/ WHITE TRIM RINGS IN CANOPY CEILING - 07/01/2016 REUSE EXIST CANOPY LIGHT CIRCUITS 13 EXISTING LANDSCAPE 14 EXISTING ENTRY - PATCH AND REPAIR ANY AREAS DAMAGED ARCHITECTURAL PROJECT NO.: 037-05 15 EXISTING DRIVE TO REMAIN - PATCH AND REPAIR ANY AREAS DAMAGED 16 EXISTING ISLAND TO REMAIN - PATCH AND INFILL WHERE EXIST. COLUMNS REMOVED W/ NEW LANDSCAPE AREAS
Canopy Entry Plan Canopy Entry RCP SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 01 NORTH 02 NORTH
3'-0"
2'-6" EXISTING WINDOW
6" MTL. STUD FRAMING
W16X67 COLUMN; REF. EXISTING WD. FRAMING, STRUCT. SHEATHING & GYP. BOARD 1/2" CEMENT BOARD
PATCH & REPAIR EIFS METAL LATH - WRAP
WHERE COLUMN WRAP AROUND CORNER TO NEXT JOPLIN, MO 64804 HAS BEEN DEMOLISHED FRAMING MEMBER AND LAP TO MATCH ADJACENT METAL LATH AT FRAMING 3'-0" MTLS. & FINISHES MEMBER 2'-6" 3301 SOUTH RANGELINE RD. MORTAR SCRATCH COAT FAIRFIELD INN STL. PIPE COLUMNS; REF. STRUCT MORTAR SETTING BED 1'-6" 5" 1'-1" ADHERED NATURAL STONE PORTE COCHERE UPGRADE VENEER 1'-1 1/2"
DOUBLE WRAP VAPOR BARRIER AROUND CORNER 16" MIN. - BOTH SIDES NO. REVISIONS: DATE: Plan Detail Plan Detail 03 SCALE: 1" = 1'-0" 04 SCALE: 1" = 1'-0"
TENANT REVIEW ISSUE DATE: xxx. xx, 2016 HEALTH DEPT. REVIEW ISSUE DATE: xxx. xx, 2016 LANDLORD REVIEW ISSUE DATE: xxx. xx, 2016 BID ISSUE DATE: xxx. xx, 2016 CONSTRUCTION ISSUE DATE: xxx. xx, 2016
DRAWING TITLE:
CANOPY PLANS & SECTIONS
DRAWING NUMBER: A2.0 ISSUED FOR PERMIT 07/01/2016 X KEYNOTES
1 TUBE STL. BEAMS; REF. STRUCTURAL 2 CURVED 1 1/2" MTL. DECK; REF. STRUCTURAL 3 6" STL. STUDS @ 24" O.C.; REF. STRUCTURAL 4 ROOF MEMBRANE - DUROLAST 40 MIL SINGLE PLY, WHITE 5 2 LAYERS OF ROOF OVERLAY BOARD - MIN. 7/16" 6 ARMSTRONG METALWORKS LINEAR 6" ALUM. PLANKS - WHITE 7 CURVED ALUM. TRIM @ SIDES OF CANOPY - WHITE 8 EIFS; MATCH EXISTING COLOR 9 MANUFACTURED STONE MASONRY - MANUF.: ELDORADO STONE, 921 N. RIVERFRONT BLVD. SUITE 700 PATTERN: MOUNTAIN LEDGE, COLOR: SILVERTON DALLAS, TEXAS 75207 10 ALUM. TRIM & FASCIA - WHITE 11 MANUFACTURED STONE MASONRY - WATERTABLE/ SILL, MANUF.: ELDORADO TEL: 214-613-0680 FAX: 469.730.3341 STONE, PATTERN: MOUNTAIN LEDGE, COLOR: SILVERTON 4 12 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ARCHITECT/ ENGINEER 13 3 5/8" MTL. STUDS 14 STL. COLUMN; REF. STRUCT. 15 TAPERED POLYISOCYANURATE INSULATION; MIN. 1/4" SLOPE TO SIDES 5 04/A8.0 16 PATCH AND REPAIR EIFS WHERE EXISTING VESTIBULE ROOF & STRUCT. HAS 7 2 1 BEEN REMOVED 3 17 3/4" CDX EXT. GRADE PLYWOOD SHEATHING 4 18 2X8 WD. JOISTS; REF. STRUCT 1 19 5/8" GYP. BD. 15 20 LIGHT COVE; REF. DETAILS 01/A8.0 & 06/A8.0 21 EXISTING STOREFRONT GLAZING @ VESTIBULE 22 EXISTING VESTIBULE, PROTECT DURING CONTRUCTION 23 2X8 PTD. STL. TUBES @ OPENING, WELDED TO STL. BEAMS T.M.Morgan
8 24 RELOCATE EXISTING EMERGENCY LIGHT & CIRCUIT TO BELOW LIGHT COVE ISSUED FOR PERMIT 07/01/2016 6 1 Architect 11 921 N. RIVERFRONT BLVD. SUITE 700 T.O. STONE DALLAS, TEXAS 75207 ELEV. 9'-0" A.F.F. 20 17 SEAL 05/A8.0 18 06/A8.0 19 OF MIS E SO T U A R T I 9 S THOMAS M. MORGAN 22 NUMBER A-2008034766 AR T 21 C H I T E C 04/A2.0 9'-0" 07/01/2016
ARCHITECTURAL PROJECT NO.: 037-05
Porte Cochere Section 01 SCALE: 1/2" = 1'-0"
20'-5" 1'-0" 20'-5" 1'-0"
11'-0 9/16" 11'-0 9/16"
08/A8.0 04/A8.0 SIM. 4 1 10" 09/A8.0 4 28'-0" 28'-0" TYP. JOPLIN, MO 64804 5 5 2 8'-10 1/2" 2 8'-10 1/2" 3301 SOUTH RANGELINE RD. 1 FAIRFIELD INN
1'-2" 1 1 1'-2" 04/A8.0 O.H. 08/A8.0 O.H. PORTE COCHERE UPGRADE
3 T.O. STL. BEAM 3 6 T.O. STL. 15'-3" +/- T.O. STL. ELEV. 12'-5" A.F.F. 6 ELEV. 12'-5" A.F.F.
1'-2" 23 1'-2" 16 01/A8.0 07/A8.0 NO. REVISIONS: DATE: 4 8 15 02/A8.0 20
25'-6" T.O. STONE 11 B.O. LIGHT COVE 25'-6" ELEV. 9'-0" A.F.F. ELEV. 9'-0" A.F.F. 9 17 24 18 12 19 15'-3 5/8"+/- 15'-3 5/8"+/- 13 TENANT REVIEW ISSUE DATE: xxx. xx, 2016 HEALTH DEPT. REVIEW ISSUE DATE: xxx. xx, 2016 14 LANDLORD REVIEW ISSUE DATE: xxx. xx, 2016 21 BID ISSUE DATE: xxx. xx, 2016 CONSTRUCTION ISSUE DATE: xxx. xx, 2016
04/A2.0 22
DRAWING TITLE:
03/A8.0 BUILDING SECTIONS
DRAWING NUMBER: T.O. EXIST. SLAB T.O. EXIST. SLAB ELEV. 0'-0" ELEV. 0'-0" A4.0
Porte Cochere Section Porte Cochere Section
SCALE: 1/2" = 1'-0" 02 SCALE: 1/2" = 1'-0" 03 ISSUED FOR PERMIT 07/01/2016 ROOF MEMBRANE 1 1/2" E.I.F.S. ROOF MEMBRANE SYSTEM WATER-RESISTIVE BARRIER 2 LAYERS ROOF OVERLAY ROOF MEMBRANE FLASHING BOARD 1/2" CEMENT BD. SYSTEM HEADER CURVED MTL. DECK; REF. RIGID INSULATION STRUCT. WD. BLOCKING 6" STL. STUDS @ 24" O.C. FLASHING LIGHT FIXTURE BTWN BEAMS; REF. STRUCT. 3/4" PLYWOOD 22 GA. WHITE ALUM. DRAINAGE TRACK WATER-RESISTIVE BARRIER WD. BLOCKING PANELS W/ CONCEALED SEALANT WITH CLOSED 1/2" PLYWOOD METAL LATH CURVED WHITE ALUM. 5" FASTENERS CELL BACKER ROD. TRIM MORTAR SCRATCH COAT ROOF FRAMING; REF. 1/2" PLYWOOD T.O. STONE 5" TUBE STL. BEAM; REF. STRUCT 4x6 WD. SPLIT ELEV. 9'-0" 921 N. RIVERFRONT BLVD. SUITE 700 MORTAR SETTING BED STRUCT 22 GA. WHITE DIAGONALLY DALLAS, TEXAS 75207 MANUFACTURED STONE MANUFACTURED STONE ALUM. TRIM
3/4" PLYWOOD 10 1/4" WATERTABLE/SILL MASONRY TEL: 214-613-0680 FAX: 469.730.3341 2"X2"X3"L 22 GA. MTL. 1/2" CEMENT BD. 6"+/- B.O. LIGHT COVE ARCHITECT/ ENGINEER
BRACKET; 2 PER SIDE 6" MTL. STUD FRAMING 1'-3" ELEV. 9'-0" A.F.F. 22 GA. WHITE ALUM. CONT. BACKER ROD & 1'-6 7/8" MANUFACTURED STONE LAP WRB OVER WEEP MASONRY PANELS W/ CONCEALED SEALANT 22 GA. WHITE ALUM. SCREED FLANGE MORTAR SETTING BED FASTENERS, CURVE TO CONT. MTL. FLASHING PANELS W/ CONCEALED FOUNDATION WEEP FOLLOW SLOPE OF BEAMS FASTENERS LATH SCREED EXISTING CONT. SEALANT CONSTRUCTION CONT. BACKER ROD & SCRATCH COAT CURVED DRYWALL GRID SEALANT SYSTEM BEAM @ 2'-0" O.C. EXISTING ARMSTRONG METALWORKS 2" CONSTRUCTION 6" WHITE ALUM. PLANKS T.M.Morgan Detail Detail Detail Detail Detail Architect ISSUED FOR PERMIT 07/01/2016 SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" 01 02 03 04 05 921 N. RIVERFRONT BLVD. SUITE 700 DALLAS, TEXAS 75207 ROOF MEMBRANE ROOF MEMBRANE LIGHT FIXTURE 2 LAYERS ROOF OVERLAY 2 LAYERS ROOF OVERLAY SEAL 6" MTL. STUD @ 24" O.C. BOARD BOARD ROOF MEMBRANE 6" STL. STUDS @ 24" O.C. MTL. DECK; REF. STRUCT. BTWN BEAMS; REF. STRUCT. SYSTEM 6" STL. STUDS @ 24" O.C. OF MIS E SO BTWN BEAMS; REF. STRUCT. T U MTL. DECK; REF. STRUCT. A R T I 22 GA. WHITE ALUM. ALUM. TRIM S THOMAS M. WD. BLOCKING PANELS W/ CONCEALED MORGAN FASTENERS CURVED DRYWALL GRID ALUM. TRIM 5" SYSTEM BEAM @ 2'-0" O.C. 2X8 PTD. STL. TUBES @ NUMBER 4x6 WD. SPLIT OPENING, WELDED TO STL. A-2008034766 DIAGONALLY BEAMS AR T C H C TUBE STL. BEAM; REF. I T E
3/4" PLYWOOD 10 1/4" STRUCT ARMSTRONG METALWORKS 07/01/2016
B.O. LIGHT COVE 4 3/4" 6" ALUM. PLANKS
1'-3"1'-3" 22 GA. WHITE ALUM. ELEV. 9'-0" A.F.F. 22 GA. WHITE ALUM. 2"X2" MTL. TRIM AROUND PANELS W/ CONCEALED PANELS W/ CONCEALED ARCHITECTURAL PROJECT NO.: 037-05 1'-9 3/16" ALL SIDES OF COLUMN FASTENERS, CURVE TO FASTENERS, CURVE TO FOLLOW SLOPE OF BEAMS 22 GA. WHITE ALUM. WRAP FOLLOW SLOPE OF BEAMS PANELS W/ CONCEALED 1 1/2" E.I.F.S. FASTENERS WATER-RESISTIVE BARRIER CURVED DRYWALL GRID CURVED DRYWALL GRID SYSTEM BEAM @ 2'-0" O.C. SYSTEM BEAM @ 2'-0" O.C. 1/2" CEMENT BD. ARMSTRONG METAL 2" ARMSTRONG METAL 6" MTL. STUD FRAMING WORKS 6" ALUM. PLANKS WORKS 6" ALUM. PLANKS Detail Detail Detail Detail 06 SCALE: 1 1/2" = 1'-0" 07 SCALE: 1 1/2" = 1'-0" 08 SCALE: 1 1/2" = 1'-0" 09 SCALE: 1 1/2" = 1'-0" JOPLIN, MO 64804 3301 SOUTH RANGELINE RD. FAIRFIELD INN PORTE COCHERE UPGRADE
NO. REVISIONS: DATE:
TENANT REVIEW ISSUE DATE: xxx. xx, 2016 HEALTH DEPT. REVIEW ISSUE DATE: xxx. xx, 2016 LANDLORD REVIEW ISSUE DATE: xxx. xx, 2016 BID ISSUE DATE: xxx. xx, 2016 CONSTRUCTION ISSUE DATE: xxx. xx, 2016
DRAWING TITLE:
SECTIONS & DETAILS
DRAWING NUMBER: A8.0 ISSUED FOR PERMIT 07/01/2016 INDEX ALTERNATES: DRAWINGS AND SPECIFICATIONS: INSURANCE: CONSTRUCTION LAYOUT: DIVISION 1 GENERAL CONDIDTIONS A. SPECIFIC MANUFACTURERS FOR VARIOUS CONTRACTOR 000000 INSTRUCTIONS TO BIDDERS FURNISHED ITEMS ARE NOTED ON THE DRAWINGS. LIST OF APPROVED A. EXECUTE ALL WORK ACCORDING TO THE TRUE MEANING AND A. IN GENERAL, MAINTAIN SUCH INSURANCE TO PROTECT A. BEFORE PROCEEDING TO LAY OUT THE WORK, VERIFY 010000 SUPPLEMENTARY GENERAL CONDITIONS ALTERNATE MANUFACTURE'S PRODUCTS ARE FURNISHED, NOTE THIS INTENT OF THE DRAWINGS AND SPECIFICATIONS WHICH ARE INTENDED CONTRACTOR, OWNER AND THE OWNER'S AGENTS AND LAYOUT INFORMATION SHOWN ON DRAWINGS, IN RELATION TO THE DIVISION 3 CONCRETE INFORMATION ON THE PROPOSAL. ADDITIONALLY, PROVIDE TO INCLUDE EVERYTHING REQUIRED AND NECESSARY FOR THE REPRESENTATIVES FROM ANY AND ALL CLAIMS UNDER WORKMEN'S PROPERTY SURVEY AND EXISTING BENCHMARKS. IF DISCREPANCIES 030000 CAST IN PLACE CONCRETE - REFER TO STRUCTURAL PROPOSED SUBSTITUTIONS OF NON-APPROVED MANUFACTURERS IN PROPER AND ENTIRE FINISHING OF THE WORK, NOTWITHSTANDING, COMPENSATION ACTS AND FROM ALL CLAIMS FOR DAMAGES BECAUSE ARE DISCOVERED, NOTIFY THE OWNER'S REPRESENTATIVE PROMPTLY. DRAWINGS COMPLIANCE WITH THE RESPECTIVE SECTION OF THE GENERAL THAT EACH AND EVERY ITEM NECESSARILY INVOLVED IN THE WORK IS OF BODILY INJURY, INCLUDING DEATH, AND ALL CLAIMS FOR DIVISION 4 MASONRY CONDITIONS. NOT SPECIFICALLY MENTIONED. DELIVER THE COMPLETED WORK TO PROPERTY DAMAGE ARISING FROM CONTRACTOR'S OPERATIONS B. GENERAL: ENGAGE A LAND SURVEYOR OR PROFESSIONAL 047000 MANUFACTURED MASONRY THE OWNER IN A PERFECT AND UNDAMAGED CONDITION WITHOUT AND/OR THE OPERATIONS OF SUBCONTRACTORS EMPLOYED BY HIM, ENGINEER, ACCEPTABLE TO THE OWNER, TO LAY OUT THE WORK DIVISION 5 METALS B. IF ACCOMPANYING BID NOTES ARE PROVIDED BY OWNER, THOSE EXCEPTION. IN THE AMOUNT STATED HEREIN. FOR SUB- CONTRACTOR(S) NOT USING ACCEPTED SURVEYING PRACTICES. 051200 STRUCTURAL STEEL FRAMING - REFER TO NOTES ARE TO SUPERSEDE ANY CONFLICTING INFORMATION IN THIS COVERED BY THE CONTRACTOR(S) INSURANCE, PROVIDE SIMILAR 1. ESTABLISH BENCHMARKS AND CONTROL POINTS TO SET LINES 921 N. RIVERFRONT BLVD. SUITE 700 DALLAS, TEXAS 75207 STRUCTURAL DRAWINGS SECTION. B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE INSURANCE OF THEIR OWN. OBTAIN COVERAGE FROM A COMPANY AND LEVELS AT EACH STORY OF CONSTRUCTION AND ELSEWHERE DIVISION 7 THERMAL AND MOISTURE PROTECTION COOPERATIVE. FURNISH AND PERFORM THE WORK OR MATERIALS HOLDING A GENERAL RATING OF "A" OR BETTER AS SET FORTH IN THE AS NEEDED TO LOCATE EACH ELEMENT OF THE PROJECT. TEL: 214-613-0680 FAX: 469.730.3341 072419 WATER-DRAINAGE EXTERIOR INSULATION AND FINISH NOTICE TO PROCEED AND PRE-CONSTRUCTION MEETING: MOST CURRENT ISSUE OF BEST'S KEY RATING INSURANCE GUIDE. 2. ESTABLISH DIMENSIONS WITHIN TOLERANCES INDICATED. DO CALLED FOR BY THE DRAWINGS AND NOT MENTIONED IN THE ARCHITECT/ ENGINEER SYSTEM (EIFS) A. NO WORK WILL BE STARTED WITHOUT A PRE-CONSTRUCTION SPECIFICATIONS OR VICE-VERSA IN AS FAITHFUL A MANNER AS WHERE REQUESTED OR REQUIRED, SUCH POLICIES SHALL NAME THE NOT SCALE DRAWINGS TO OBTAIN REQUIRED DIMENSIONS. 075400 THERMOPLASTIC MEMBRANE ROOFING MEETING ATTENDED BY THE CONTRACTOR, OR HIS/HER THOUGH TREATED BY BOTH. THE SPECIFICATIONS ARE INTENDED TO OWNER AS "ADDITIONAL INSURED". 3. INFORM INSTALLERS OF LINES AND LEVELS TO WHICH THEY 076200 SHEET METAL FLASHING AND TRIM REPRESENTATIVE, AND THE RECEIPT BY THE CONTRACTOR OF A REPRESENT MINIMUM DESIGN AND ARE SUPERSEDED BY THE MUST COMPLY. 079200 JOINT SEALANTS FORMAL "NOTICE TO PROCEED" FROM OWNER, AND A DULY EXECUTED DRAWINGS. B. "HOLD HARMLESS" CLAUSE: PROVIDE CERTIFICATE STATING 4. CHECK THE LOCATION, LEVEL AND PLUMB, OF EVERY MAJOR DIVISION 9 FINISHES 1997 EDITION AIA DOCUMENT A101 STANDARD FORM OF AGREEMENT THAT THIS ENDORSEMENT IS INCLUDED IN THE POLICY(IES). ELEMENT AS THE WORK PROGRESSES. 095113 ACOUSTICAL PANEL CEILINGS BETWEEN OWNER AND CONTRACTOR - STIPULATED SUM. C. BEFORE SUBMITTING A BID PROPOSAL CAREFULLY REVIEW THE 5. NOTIFY OWNER WHEN DEVIATIONS FROM REQUIRED LINES AND 099113 EXTERIOR PAINTING DRAWINGS AND SPECIFICATIONS AND SHOULD A CONFLICT, C. THIS CONTRACTOR ASSUMES THE LIABILITY FOR ALL LOSSES, LEVELS EXCEED ALLOWABLE TOLERANCES. RECORD DRAWINGS: UNCERTAINTY OR DISCREPANCY BE FOUND, REPORT SAME TO THE DAMAGES(INCLUDING LOSS OF USE), EXPENSES, DEMANDS AND SECTION 000000 - INSTRUCTIONS TO BIDDERS A. PRIOR TO RELEASE OF THE FINAL RETENTION, FURNISH OWNER OWNER IMMEDIATELY, WHO WILL MAKE A RULING ON EACH REPORT CLAIMS IN CONNECTION WITH OR ARISING OUT OF ANY INJURY OR C. SITE IMPROVEMENTS: LOCATE AND LAY OUT SITE A COMPLETE SET OF DRAWINGS REDLINED WITH ALL DEVIATIONS MADE AND WILL NOTIFY ALL CONCERNED BIDDERS AS TO HIS DECISIONS. ALLEGED INJURY TO PERSONS (INCLUDING DEATH) OR DAMAGES OR IMPROVEMENTS, INCLUDING PAVEMENTS, GRADING, FILL AND TOPSOIL T.M.Morgan PART 1 - GENERAL DURING CONSTRUCTION PLUS THE PERMIT SET OF DRAWINGS AND SHOULD SUCH CONFLICT, UNCERTAINTY OR DISCREPANCY, BE ALLEGED DAMAGE TO PROPERTY, SUSTAINED OR ALLEGED TO HAVE PLACEMENT, UTILITY SLOPES, AND INVERT ELEVATIONS. ISSUED FOR PERMIT 07/01/2016 A. BID THE PROJECT EXACTLY AS DRAWN AND SPECIFIED. SPECIFICATIONS MAINTAINED AT THE SITE. DISCOVERED AFTER SIGNING OF THE CONTRACT, CALL IT TO THE BEEN SUSTAINED, IN CONNECTION WITH OR TO HAVE ARISEN OUT OF Architect B. THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, HIS D. RECORD LOG: MAINTAIN A LOG OF LAYOUT CONTROL WORK. COMPLETE ALL PROPOSALS AND INCLUDE ALL WORK AS SHOWN ATTENTION OF THE OWNER AND HIS DECISION IN REGARD THERETO IS 921 N. RIVERFRONT BLVD. AND/OR SPECIFIED AND ASREQUIRED BY ALL APPLICABLE BUILDEING SUBCONTRACTORS, AND THEIR AGENTS, SERVANTS AND EMPLOYEES, RECORD DEVIATIONS FROM REQUIRED LINES AND LEVELS. INCLUDE SECTION 010000 - SUPPLEMENTARY CONDITIONS FINAL. SUITE 700 CODES. THE CONTRACTOR IS HELD TO HAVE FULLY EXAMINED ALL INCLUDING LOSSES, EXPENSES, OR DAMAGES SUSTAINED BY THE BEGINNING AND ENDING DATES AND TIMES OF SURVEYS, WEATHER DALLAS, TEXAS 75207 DRAWINGS AND SPECIFICATIONS, NOT ONLY OF HIS/HER PARTICULAR PRECEDENCE OF DRAWINGS: OWNER AND THE CONSULTANTS. THE CONTRACTOR HEREBY CONDITIONS, NAME AND DUTY OF EACH SURVEY PARTY MEMBER, AND DEFINITIONS: CONCERN BUT OF ALLIED TRADES AS WELL, AND TO BE FULLY UNDERTAKES AND AGREES TO INDEMNITY AND HOLD HARMLESS THE TYPES OF INSTRUMENTS AND TAPES USED. MAKE THE LOG AVAILABLE SEAL A. THE ORDER OF PRECEDENCE OF DRAWINGS IS AS FOLLOWS: OWNER AND THE CONSULTANTS, THEIR AGENTS, SERVANTS, AND FOR REFERENCE BY ARCHITECT. FAMILIAR WITH CONDITIONS UNDER WHICH HE/SHE WILL ASSUME A. OWNER: THE OWNER IS DEFINED AS ______1. ANY ADDENDA OVER ALL MATERIAL OF AN EARLIER DATE. EMPLOYEES, FROM ANY AND ALL SUCH LOSSES, EXPENSES, DAMAGES HIS/HER WORK. PARTICULAR ATTENTION IS DRAWN TO THE GENERAL THROUGH WHICH THE "INVITATION TO BID" WAS PROVIDED. THE INSPECTION AND TESTS: (INCLUDING LOSS OF USE), DEMANDS AND CLAIMS, AND DEFEND ANY OF MIS CONDITIONS AND THE SUPPLEMENTARY GENERAL CONDITIONS OF THE 2. OWNER'S DRAWINGS OVER OWNER SPECIFICATIONS. E SO OWNER'S REPRESENTATIVE FOR ADMINISTRATING THE CONTRACT IS T U SPECIFICATIONS. THE CONTRACT IN THE FORM OF A SINGLE, LUMP 3. ARCHITECTURAL DRAWINGS OVER MECHANICAL AND SUIT OR ACTION BROUGHT AGAINST ANY OF THEM, BASED ON ANY A R A. CALL FOR ALL INSPECTIONS AS MAY BE REQUIRED BY LOCAL T I THE OWNER'S DESIGNATED "CONSTRUCTION MANAGER". ALLEGED INJURY (INCLUDING DEATH) OR DAMAGE (INCLUDING LOSS S THOMAS M. SUM OF TYPE OF AGREEMENT, CURRENT EDITION OF THE "AIA A201 - ELECTRICAL DRAWINGS. AUTHORITIES, ALLOWING A MINIMUM OF 24 HOUR NOTICE FOR OF USE) AND PAY ALL DAMAGES, JUDGMENTS, COSTS AND EXPENSES, MORGAN STANDARD FORM OF AGREEMENT BETWEEN OWNER AND B. OWNER'S TECHNICAL CONSULTANT: THE OWNER'S TECHNICAL 4. LARGER SCALE DRAWINGS OVER SMALLER SCALE DRAWINGS. INSPECTIONS TO BE MADE. CONTRACTOR". 5. FIGURED DIMENSIONS OVER SCALE DIMENSIONS. INCLUDING ATTORNEY'S FEES, IN CONNECTION WITH SAID DEMANDS NUMBER CONSULTANT IS REFERRED TO "CONSULTANT" FOR PURPOSES OF THIS A-2008034766 6. SUPPLEMENTARY GENERAL CONDITIONS OVER AIA GENERAL AND CLAIMS RESULTING THEREFROM. B. NOTIFY THE OWNER FOR THE NECESSARY INSPECTIONS ONE PROJECT. HE/SHE MAY BE AN ARCHITECT AND/OR ENGINEER, OR A PROPOSALS: CONDITIONS. WEEK PRIOR TO THE INSTALLATION OF THE ITEMS SPECIFIED IN THE R C C T OTHER TECHNICAL REPRESENTATIVE, RESPONSIBLE FOR ASSISTING D. THE ABOVE CLAUSE APPLIES IN ALL STATES UNLESS RESTRICTED H I T E A. SEALED BID PROPOSALS WILL BE RECEIVED BY OWNER AT SUCH THE OWNER'S REPRESENTATIVE, IN ADMINISTRATING THE CONTRACT. "INVITATION TO BID". TIME AND PLACE DESIGNATED. SUBMIT PROPOSALS IN ACCORDANCE SALES TAX: BY STATE STATUTE, SHOULD THIS BE THE CASE. PROVIDE THE MAXIMUM FORM OF "HOLD HARMLESS" ALLOWED BY THE LAW. 07/01/2016 WITH OWNER'S "INVITATION TO BID". SIGN PROPOSALS BY LEGAL C. CONTRACTOR: THE PERSON(S), COMPANY(IES) OR C. THE OWNER HAS THE RIGHT TO ORDER TESTS AND/OR A. INCLUDE IN THE PROPOSAL, THE PAYMENT OF ALL STATE AND AUTHORIZED PARTIES OF COMPANIES ONLY AND STATE TITLES OF CORPORATION(S) WITH WHOM THE OWNER MAKES THE CONTRACT LABORATORY EXAMINATION OF ANY MATERIAL OR WORK USED OR LOCAL SALES AND OCCUPATIONAL TAXES AS MAY BE LEVIED BY THE E. PROVIDE COMPREHENSIVE GENERAL LIABILITY INSURANCE SAME. OWNER RETAINS THE RIGHT TO REJECT ANY AND/OR ALL FOR THE WORK OR ANY PORTION THEREOF, OR FOR ANY MATERIALS PERFORMED ON THE PROJECT SHOULD HE/SHE SUSPECT SUCH ARCHITECTURAL PROJECT NO.: 037-05 GOVERNMENTAL AGENCIES REGARDING THE WORK. INCLUDING A BROAD FORM ENDORSEMENT AND A BROAD FORM PROPOSALS. OR RELATED SERVICES REQUIRED THERETO. MATERIAL OR WORK TO BE OF LESSER QUALITY THAN SPECIFIED PROPERTY DAMAGE ENDORSEMENT WITH LIMITS NOT LESS THAN $3 HEREIN. THE COSTS OF ALL SUCH TESTS WILL BE PAID BY THE ACCEPTANCE OR WITHDRAWAL OF PROPOSALS: D. SUBCONTRACTOR: ANY PERSON(S), COMPANY(IES) OR SUBSTITUTION: MILLION CSL (COMBINED SINGLE LIMIT). IF APPROPRIATE, ALSO OWNER UNLESS THEY INDICATE WORK OR MATERIALS TO BE OF A. ANY CONTRACTOR WHO HAS SUBMITTED A PROPOSAL TO THE CORPORATION(S) WITH WHOM A CONTRACTOR MAKES A CONTRACT TO MAINTAIN SCAFFOLDING AND DEMOLITION INSURANCE. LESSER QUALITY, IN WHICH CASE THE CONTRACTOR PAYS THE COSTS OWNER MAY WITHDRAW THIS PROPOSAL AT ANY TIME PRIOR TO THE FURNISH LABOR AND/OR SERVICE AND/OR MATERIAL IN CONNECTION A. ANY SUBSTITUTION MUST BE APPROVED IN ADVANCE OF ALONG WITH ANY EXPENSES INCURRED IN CORRECTION OF THE WORK. SCHEDULED TIME FOR OPENING OF SAME; HOWEVER, ONCE WITH THE PROJECT. WITHIN THE DRAWING AND SPECIFICATIONS, THE CONSTRUCTION BY THE OWNER AFTER RECEIPT AND STUDY OF F. PROVIDE WORKERS COMPENSATION INSURANCE IN PROPOSALS ARE OPENED THE CONTRACTOR AGREES TO HONOR TERM "CONTRACTOR" IS INTERPRETED TO MEAN SUBCONTRACTOR COMPLETE INFORMATION REGARDING SAME, INCLUDING ANY CREDITS ACCORDANCE WITH APPLICABLE STATE REQUIREMENTS. PROGRESS MEETINGS: SAME FOR A MINIMUM OF THIRTY (30) DAYS AFTER SCHEDULED DATE WHERE APPLICABLE UNLESS FURTHER DEFINED. OR ADDITIONAL COSTS. OF OPENING. G. PROVIDE EMPLOYERS' LIABILITY INSURANCE IN AN AMOUNT NOT A. CONDUCT PROGRESS MEETINGS AT REGULAR INTERVALS. E. PROJECT: THE PROJECT IS DEFINED AS THE COMPLETE LABOR, MATERIALS AND WORKMANSHIP: LESS THAN $100,000. COORDINATE DATES OF MEETINGS WITH PREPARATION OF PAYMENT DISCREPANCIES: MATERIALS AND SERVICES HIRED FOR CONSTRUCTION OF AN OWNER'S REQUESTS. A. SHOULD A BIDDER FIND DISCREPANCIES OR AMBIGUITIES IN, OR RESTAURANT AND ALL RELATED WORK AS DESCRIBED IN THE A. UNLESS OTHERWISE PARTICULARLY STATED, FURNISH AND H. PROVIDE COMPREHENSIVE AUTOMOBILE LIABILITY INCLUDING OMISSIONS FROM, THE DRAWINGS AND/OR THE SPECIFICATIONS, OR CONTRACT DOCUMENTS. INTENT OF PROJECT IS TO PROVIDE A INSTALL ALL MATERIALS AND LABOR MENTIONED IN THESE OWNED, NON-OWNED AND HIRE COVERAGE IN AN AMOUNT NOT LESS B. ATTENDEES: IN ADDITION TO REPRESENTATIVES OF OWNER AND BE IN DOUBT AS TO THEIR MEANING OR INTENT, NOTIFY THE COMPLETE FACILITY IN A COMPLETE AND USEABLE FACILITY SUITABLE SPECIFICATIONS AND/OR SHOWN ON THE DRAWINGS. EXECUTE ALL THAN $500,000 CSL (COMBINED SINGLE LIMIT). CONSULTANTS EACH CONTRACTOR, SUBCONTRACTOR, SUPPLIER, AND CONSTRUCTION MANAGER FOR THE OWNER IN TIME TO ALLOW FOR FOR ITS INTENTED PURPOSE. WORK IN A NEAT AND SKILLFUL MANNER TO THE ENTIRE SATISFACTION OTHER ENTITY CONCERNED WITH CURRENT PROGRESS OR INVOLVED ISSUANCE OF CLARIFICATION, BY MEANS OF ADDENDA, FOR DELIVERY OF THE OWNER. I. SATISFY ANY INSURANCE REQUIREMENTS NECESSITATED BY ANY IN PLANNING, COORDINATION, OR PERFORMANCE OF FUTURE IN SUFFICIENT TIME BEFORE PROPOSALS ARE DUE. F. SITE: THE PROPERTY ON WHICH THE PROJECT IS LOCATED. PERTINENT GOVERNMENTAL AUTHORITY. ACTIVITIES SHALL BE REPRESENTED AT THESE MEETINGS. ALL SUB-CONTRACTS: PARTICIPANTS AT THE CONFERENCE SHALL BE FAMILIAR WITH THE QUALIFICATION OF CONTRACTORS: G. B. CONTRACT DOCUMENTS: THE CONTRACT DOCUMENTS J. AT OWNER'S ELECTION, MAINTAIN BUILDER'S RISK INSURANCE PROJECT AND AUTHORIZED TO CONCLUDE MATTERS RELATING TO THE A. THE OWNER RESERVES THE RIGHT TO REQUIRE ANY CONSIST OF (1) THE BUILDING CONSTRUCTION CONTRACT (2) THE A. AS REQUIRED BY THE OWNER, HAVE THE NAMES OF ALL COVERING THE PREMISES. HAVE SUCH INSURANCE WRITTEN ON AN WORK. CONTRACTOR SUBMITTING A PROPOSAL TO FURNISH ANY OR ALL OF DRAWINGS (3) THE SPECIFICATIONS. INCLUDE THE DATES AND PROPOSED SUBCONTRACTORS APPROVED BY THE OWNER PRIOR TO ALL RISK BASIS AND COVERING ALL THE WORK UNTIL OWNER'S FINAL THE FOLLOWING INFORMATION PRIOR TO AWARD OF THE CONTRACT. REVISION DATES OF ALL DRAWINGS AND SPECIFICATIONS ON THE AWARD OF THE CONTRACT. THE SUB-CONTRACTOR IS BOUND BY THE ACCEPTANCE OF SAME. C. CONTRACTOR'S CONSTRUCTION SCHEDULE: REVIEW PROGRESS 1. PERFORMANCE RECORD OF PROJECT COMPLETED OVER THE PROPOSAL FORM. SPECIFICATIONS. NO CONTRACTOR OR SUB-CONTRACTOR MAY MADE SINCE THE LAST MEETING. DETERMINE WHETHER EACH SUBLET OR ASSIGN HIS CONTRACT OR ANY PART THEREOF WITHOUT ACTIVITY IS ON TIME, AHEAD OF SCHEDULE, OR BEHIND SCHEDULE, IN PREVIOUS TWO (2) YEARS. JOPLIN, MO 64804 2. ADDRESS AND DESCRIPTION OF PLANT OR PERMANENT PLACE GENERAL CONDITIONS: THE WRITTEN APPROVAL OF THE OWNER. K. PROVIDE INSURANCE POLICIES IMMEDIATELY AFTER AWARD OF RELATION TO CONTRACTOR'S CONSTRUCTION SCHEDULE. DETERMINE OF BUSINESS. CONTRACT AND PRIOR TO ANY WORK BEING PERFORMED. UPON HOW CONSTRUCTION BEHIND SCHEDULE WILL BE EXPEDITED; SECURE 3. ADDITIONAL INFORMATION AS REQUIRED TO SATISFY THE A. THE STANDARD FORM OF GENERAL CONDITIONS PUBLISHED BY LAWS AND ORDINANCES: OBTAINING POLICIES, NOTIFY THE OWNER AND FILE CERTIFICATES COMMITMENTS FROM PARTIES INVOLVED TO DO SO. DISCUSS 3301 SOUTH RANGELINE RD. OWNER THAT THE CONTRACTOR IS ADEQUATELY PREPARED TO THE AIA FORM A201, CURRENT EDITION, IS BINDING AND THE GENERAL AND/OR DUPLICATE POLICIES FROM INSURANCE COMPANIES WITH THE WHETHER SCHEDULE REVISIONS ARE REQUIRED TO ENSURE THAT FAIRFIELD INN FULFILL ALL REQUIREMENTS OF THE CONTRACT, SUCH AS CONTAINED CONDITIONS INCLUDED HEREIN ARE SUPPLEMENTARY THERETO. IN A. COMPLY IN ALL RESPECTS WITH ALL LAWS AND ORDINANCES OWNER SHOWING POLICY NUMBERS, DATES POLICIES ARE IN CURRENT AND SUBSEQUENT ACTIVITIES WILL BE COMPLETED WITHIN THE EVENT OF CONFLICT, THE SUPPLEMENTARY GENERAL HAVING JUURISDICTION OVER THE WORK AND/OR MATERIALS OR EFFECT, AND ALL LIMITATIONS AND EXCLUSION. PROVIDE THE CONTRACT TIME.
IN THE CURRENT EDITION OF AIA DOCUMENT A305 - CONTRACTOR'S PORTE COCHERE UPGRADE QUALIFICATION STATEMENT. CONDITIONS GOVERN OVER GENERAL CONDITIONS. METHODS EMPLOYED IN PERFORMING SAME. NO ADDITIONAL CERTIFICATES STATING THAT THE INSURANCE COMPANY WILL NOTIFY COMPENSATION WILL BE ALLOWED CONTRACTORS FOR FAILURE TO THE OWNER BY REGISTERED MAIL THIRTY (30) DAYS PRIOR TO THE PRECEDING WORK: BIDDING DOCUMENTS: B. USE AIA CONSTRUCTION CONTRACT, CONTRACTOR'S DRAW FAMILIARIZE THEMSELVES WITH ALL CONDITIONS UNDER WHICH THEY EXPIRATION OR CANCELLATION OF ANY POLICY. A. THE BIDDING DOCUMENTS WILL INCLUDE, BUT NOT SCHEDULE, CONTRACT CHANGE ORDER AND FINAL WAIVER OF LIEN. WILL PERFORM THEIR WORK UNLESS THESE CONDITIONS ARE A. BEFORE STARTING WORK, EXAMINE WORK PREVIOUSLY NECESSARILY LIMITED, TO THE FOLLOWING ITEMS: COPIES OF THE ABOVE FORMS ARE ON FILE AT THE OWNER'S OFFICE. BROUGHT TO THE OWNER'S ATTENTION PRIOR TO SIGNING OF PERFORMANCE, MATERIAL AND LABOR BONDS: INSTALLED AND IMMEDIATELY REPORT TO THE OWNER ANY VISIBLE 1. OWNER'S BID FORM. CONTRACTS, AND PROVISIONS FOR ADJUSTING COSTS ARE MADE AT DEFECTS OR CONDITIONS WHICH ADVERSELY AFFECT THE QUALITY 2. OWNER'S INVITATION TO BID NOTES. C. IT IS ACCEPTED AS A FACT THAT ALL CONTRACTORS HAVE THAT TIME. F. WHEN REQUESTED, PROVIDE PERFORMANCE BONDS, LABOR AND/OR COMPLETION OF THIS WORK. IT IS ASSUMED ALL CONDITIONS NO. REVISIONS: DATE: 3. BUILDING AND CIVIL DRAWINGS AND SPECIFICATIONS. INSPECTED THE SITE PRIOR TO SUBMITTING THEIR BID AND NO AND MATERIAL PAYMENT BONDS TO THE OWNER, PRIOR TO START OF ARE ACCEPTABLE IF NO SUCH REPORT IS RECEIVED. ADDITIONAL COMPENSATION IS ALLOWED FOR FAILURE TO FULFILL PERMITS, BOND, LICENSES: WORK UNLESS OTHERWISE STATED, USE THE 1984 EDITION OF AIA B. ALL BIDDERS SHALL BE AWARE OF AN FAMILIAR WITH THE A.I.A. THIS REQUIREMENT. IT IS TO BE CONSTRUED; HOWEVER, THAT THE DOCUMENT A312 - PERFORMANCE BOND AND PAYMENT BOND. CUTTING AND FITTING: "INSTRUCTION TO BIDDERS" AS CONTAINED IN THE CURRENT EDITION CONTRACTORS HAVE INCLUDED IN THEIR BIDS AMOUNTS TO COVER A. TAKE OUT AND PAY FOR ALL PERMITS, BONDS, LICENSES AND OF A.I.A. DOCUMENT #A701. COPIES OF THIS DOCUMENT CAN BE UNFORESEEN CONDITIONS OR OBSTACLES OTHER THAN THOSE SIMILAR ITEMS. SHOULD SEPARATE CONTRACTS BE AWARDED, EACH A. EXECUTE ALL CUTTING AND FITTING OF WORK AS MAY BE OBTAINED FROM THE OWNER, OR THEIR DESIGNATED INDICATED ON THE DRAWINGS OR VISUALLY APPARENT AT THE SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITS, FEES, BONDS, LICENSES, CONTRACTOR'S QUALIFIED JOB SITE SUPERINTENDENT: REQUIRED BY OTHER TRADES SO AS TO INSURE AS NEAR PERFECT FIT REPRESENTATIVE. SHOULD UNFORESEEN CONDITIONS ARISE, NOTIFY THE OWNER AND SIMILAR ITEMS AS MAY BE REQUIRED BY THE WORK, COVERED OF MATERIALS AS POSSIBLE. IMMEDIATELY. UNDER HIS/HER PORTION OF THE CONTRACT. TURN OVER RECEIPTS A. HAVE THE CONTRACTOR OR HIS/HER DESIGNATED AND C. INFORMATION AVAILABLE TO BIDDERS: FOR SAME TO THE OWNER UPON ON A TIMELY BASIS. AT THE OWNER'S QUALIFIED REPRESENTATIVE/JOB SUPERINTENDENT, WITH FULL DAMAGED WORK: 1. GEOTECHNICAL REPORT D. THE FOLLOWING SPECIFICATIONS ARE DIVIDED INTO CHAPTERS ELECTION, THE OWNER MAY OBTAIN ANY OF THE PERMITS. AUTHORITY TO ACT ON BEHALF OF CONTRACTOR UNDER THE 2. TOPOGRAPHIC AND BOUNDARY SURVEY AND EACH CONTRACTOR IS TO FIGURE ON THAT PORTION WITH WHICH CONSTRUCTION CONTRACT, IN ATTENDANCE AT THE JOB SITE AND A. PAY FOR REPLACEMENT OF ANY WORK DAMAGED IN HE IS CONCERNED. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR PROTECTION: SUPERVISING SAID WORK, AT ALL TIMES DURING THE PROGRESS OF CONNECTION WITH THE CONTRACT, AND PERFORM SUCH PATCHING TENANT REVIEW ISSUE DATE: xxx. xx, 2016 DISTRIBUTION OF DOCUMENTS: TO READ AND FAMILIARIZE HIMSELF WITH THE GENERAL CONDITIONS THE WORK. OR REPLACEMENT BY SKILLED PERSONNEL SPECIALIZING IN THE HEALTH DEPT. REVIEW ISSUE DATE: xxx. xx, 2016 A. CONTRACTORS DESIRING TO BID THE WORK MAY OBTAIN OWNER WHICH ARE CONSIDERED EQUALLY BINDING WITH THE REMAINING A. BARRICADE AND/OR SHELTER HIS WORK AS TO REASONABLY LANDLORD REVIEW ISSUE DATE: xxx. xx, 2016 PARTICULAR TRADE SO AS TO RESTORE DAMAGED WORK TO BID ISSUE DATE: DRAWINGS, SPECIFICATION AND SUPPLEMENTAL BIDDERS PACKAGE TEMPORARY FACILITIES: xxx. xx, 2016 SPECIFICATIONS. PROTECT IT FROM DAMAGE. ARRANGE ALL BARRICADES SO AS TO COMPLETELY ACCEPTABLE CONDITION. SHOULD RESPONSIBILITY FOR CONSTRUCTION ISSUE DATE: xxx. xx, 2016 FROM OWNER'S CONSTRUCTION MANAGER. DRAWINGS AND INSURE A REASONABLE VISUAL AND PHYSICAL WARNING FOR DAMAGE BE UNABLE TO BE DETERMINED, PRORATE THE COST OF E. SETTLE ANY CONTROVERSY OR CLAIM ARISING DUE TO A LABOR SPECIFICATIONS REMAIN THE PROPERTY OF OWNER AND ARE TO BE WORKMEN AND THE PUBLIC. PROVIDE FLASHING TYPE BLINKERS AND A. TAKE CHARGE OF THE PREMISES FROM THE START TO THE REPAIRING SAME AMONG CONTRACTORS WORKING ON THE JOB AT CONFLICT CAUSED BY THE WORDING OR ASSIGNMENT OF THESE RETURNED COMPLETE AND IN GOOD CONDITION. USE BY OTHER DEVICES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. PROJECT AND FURNISH THE FOLLOWING: THE TIME THE DAMAGE OCCURRED AS DETERMINED BY THE OWNER. SPECIFICATIONS IN ACCORDANCE WITH LOCAL GOVERNING LABOR UNAUTHORIZED PERSONS FOR ANY PURPOSE WHATSOEVER IS THE DECISION OF THE OWNER IS FINAL. STRICTLY PROHIBITED AND IS PUNISHABLE UNDER FEDERAL PRACTICE. B. THE CONTRACTOR(S) IS HELD RESPONSIBLE FOR ANY DAMAGE 1. LAYING OUT OF ALL WORK AND ESTABLISHING BUILDING LINES COPYRIGHT LAWS. TO HIS/HER WORK AS MAY BE DUE TO NEGLIGENCE OF THE ABOVE, OR AND LEVELS, CONFIRM THIS INFORMATION WITH THE OWNER. ADVERTISING: DRAWING TITLE: F. LIST ALTERNATES, WHETHER SPECIFIED BY THE OWNER OR 2. TEMPORARY ELECTRIC POWER, TWO TELEPHONE LINES, AND CONDITIONS: AS MAY BE CAUSED BY ACCIDENT, WIND, RAIN, SNOW, FREEZING RAIN, SPECIFICATIONS SUGGESTED BY THE CONTRACTOR, SEPARATELY ON THE PROPOSAL. ONE CONTRACTOR PROVIDED FAX MACHINES, DURING THE PERIOD OF A. SUBMITTAL OF A PROPOSAL BY ANY CONTRACTOR CONSTITUTES RIOT, MALICIOUS MISCHIEF OR LABOR COMMOTION, THEFT, OR SIMILAR A. NO ADVERTISING IS ALLOWED, UNLESS SPECIFICALLY ALLOWED INDICATE THE COST OF MATERIALS AND LABOR REQUIRED TO CONSTRUCTION. THIS DOES NOT INCLUDE PORTABLE FULL ACCEPTANCE BY THAT CONTRACTOR OF ALL CONDITIONS AS REASONS, OF DUE TO HIS/HER ACTS, OMISSIONS OR NEGLIGENCE. IF BY THE OWNER. COMPLETE THE ALTERNATE AND THE CREDIT DUE THE OWNER FOR SUCH DAMAGE OCCURS, RESTORE THE WORK TO ITS PREVIOUS GENERATORS FOR USE OF OTHER TRADES. HEREIN STATED. ANY MATERIALS AND/OR LABOR NOT REQUIRED DUE TO THE CONDITION AT NO COST TO THE OWNER. 3. TEMPORARY LADDERS AS REQUIRED FOR ACCESS TO ALL WORK. DRAWING NUMBER: ALTERNATE INSTALLATION. 4. WATER FOR CONSTRUCTION USE. C. PROTECT ALL ADJOINING PROPERTY FROM DAMAGE DURING THE 5. TEMPORARY TOILET FACILITIES FOR WORKERS.
G. THE OWNER'S CONSTRUCTION MANAGER OR DESIGNATED COURSE OF THE WORK. IF REQUIRED BY LOCAL LAWS OR SP-1 REPRESENTATIVE IS THE OWNER'S AND THE ARCHITECT'S OR ORDINANCES, ISSUE NOTICES TO OWNER OF SAID PROPERTY. NO USE
ENGINEER'S SOLE REPRESENTATIVE DURING THE ADMINISTRATION OF OF ADJACENT PRIVATELY OWNED PROPERTY BY CONTRACTOR, THE CONSTRUCTION CONTRACT. WITHOUT WRITTEN PERMISSION BY ITS OWNER IS ALLOWED. ISSUED FOR PERMIT 07/01/2016 COMPLETED WORK: 1.03 SUBMITTALS PART 3 - EXECUTION 3.4 FIELD QUALITY CONTROL A. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED INDEPENDENT A. REFERENCE SECTION 01 33 00SUBMITTAL PROCEDURES; SUBMIT 2.2 PVC ROOFING MEMBRANE A. DELIVER COMPLETED WORK AS CALLED FOR BY THE CONTRACT 3.01 EXAMINATION TESTING AND INSPECTING AGENCY TO PERFORM ROOF TESTS AND FOLLOWING ITEMS: A. TO THE OWNER FREE FROM LIENS, CLAIMS OR ENCUMBRANCES OF PVC SHEET: ASTM D 4434, TYPE IV, FABRIC REINFORCED. INSPECTIONS AND TO PREPARE TEST REPORTS. 1. PRODUCT DATA: MANUFACTURED MASONRY AND APPLICATION A. EXAMINE SUBSTRATES UPON WHICH MANUFACTURED 1. MANUFACTURERS: ANY DESCRIPTION WHATSOEVER AGAINST THE OWNER. ACCEPTANCE B. FINAL ROOF INSPECTION: ARRANGE FOR ROOFING SYSTEM MATERIALS INCLUDING MORTAR COLOR CHARTS, AND WEATHER MASONRY WILL BE INSTALLED. a. DURO-LAST ROOFING, INC. OF SUCH WORK IS DEFINED AS APPROVAL OF FINAL PAYOUT. MANUFACTURER'S TECHNICAL PERSONNEL TO INSPECT ROOFING RESISTANT BARRIER. B. COORDINATE WITH RESPONSIBLE ENTITY TO CORRECT 2. THICKNESS: 40 MILS (1.0 MM), NOMINAL. INSTALLATION ON COMPLETION AND SUBMIT REPORT TO ARCHITECT. 2. SAMPLES: PANEL CONTAINING FULL-SIZE SAMPLES OF SPECIFIED B. IF OWNER RECEIVES "NOTICE OF CLAIM" TO BE FILED OR IF A UNSATISFACTORY CONDITIONS. 3. EXPOSED FACE COLOR: WHITE. C. REPAIR OR REMOVE AND REPLACE COMPONENTS OF MEMBRANE MANUFACTURED MASONRY SHOWING FULL RANGE OF COLORS CLAIM IS FILED AS A RESULT OF CONTRACTOR'S NON-PAYMENT, 2.3 AUXILIARY MATERIALS ROOFING SYSTEM WHERE TEST RESULTS OR INSPECTIONS INDICATE AND TEXTURES COMPLETE WITH SPECIFIED MORTAR. C. COMMENCEMENT OF WORK BY INSTALLER IS ACCEPTANCE OF OWNER POSSESSES THE RIGHT UNDER THE CONSTRUCTION A. GENERAL: AUXILIARY MATERIALS RECOMMENDED BY ROOFING SYSTEM THAT THEY DO NOT COMPLY WITH SPECIFIED REQUIREMENTS. a. ACTUAL SIZE OF MASONRY SAMPLE APPROXIMATELY 12 BY 12 SUBSTRATE CONDITIONS. CONTRACT TO EITHER SETTLE THE CLAIM AND DEDUCT SOME FROM MANUFACTURER FOR INTENDED USE AND COMPATIBLE WITH 921 N. RIVERFRONT BLVD. SUITE 700 INCHES (300 BY 300 MM). THE CONTRACT SUM OR TO REQUIRE THE CONTRACTOR TO BOND 3.02 PREPARATION MEMBRANE ROOFING. SECTION 076200 - SHEET METAL FLASHING AND TRIM DALLAS, TEXAS 75207 3. QUALITY ASSURANCE/CONTROL SUBMITTALS: OVER SUCH SMALL CLAIMS, INCLUDING ANY ASSOCIATED EXPENSES 1. ADHESIVES AND SEALANTS THAT ARE USED INSIDE OF THE A. PROTECTION: PREVENT WORK FROM OCCURRING ON THE TEL: 214-613-0680 FAX: 469.730.3341 AS DEFINED IN THE CONSTRUCTION CONTRACT AND TO PROMPTLY a. QUALIFICATIONS: WEATHERPROOFING SYSTEM SHALL COMPLY WITH THE PART 1 - GENERAL OPPOSITE OF WALLS TO WHICH MANUFACTURED MASONRY IS DEFEND TO CONCLUSION OWNER AND OWNER'S INTEREST AGAINST 1) PROOF OF MANUFACTURER QUALIFICATIONS. FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ARCHITECT/ ENGINEER APPLIED DURING AND FOR 48 HOURS FOLLOWING INSTALLATION SAID CLAIM OF CLAIMS. 2) PROOF OF INSTALLER QUALIFICATIONS. 1.1 SUMMARY OF THE MANUFACTURED MASONRY. ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24): b. CERTIFICATES: ICC-ES REPORT. a. PLASTIC FOAM ADHESIVES: 50 G/L. C. COMPLETION OF WORK ON THE PROJECT REQUIRES THE c. TEST REPORTS FOR PHYSICAL PROPERTIES. B. SURFACE PREPARATION: FOLLOW MANUFACTURER'S b. MULTIPURPOSE CONSTRUCTION ADHESIVES: 70 G/L. A. SECTION INCLUDES: SUBMISSION BY THE CONTRACTOR OF CERTAIN DOCUMENTATION IN d. MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTRUCTIONS DESIGNATED BELOW FOR THE APPROPRIATE c. CONTACT ADHESIVES: 80 G/L. 1. FORMED WALL SHEET METAL FABRICATIONS. ORDER FOR THE FINAL RETENTION DRAW TO BE PAID TO THE TYPE OF MANUFACTURED MASONRY AND SUBSTRATE. d. PLASTIC CEMENT WELDING COMPOUNDS: 350 G/L. B. CLOSEOUT SUBMITTALS: SUBMIT FOLLOWING ITEMS: CONTRACTOR. THE SUBMISSION OF THESE DOCUMENTS IS DEFINED IN e. PVC WELDING COMPOUNDS: 510 G/L. 1.2 SUBMITTALS 1. MAINTENANCE INSTRUCTIONS. 3.03 INSTALLATION THE CONSTRUCTION CONTRACT AND IS INCLUSIVE OF THE FOLLOWING f. OTHER ADHESIVES: 250 G/L. 2. SPECIAL WARRANTIES. A. SHOP DRAWINGS: SHOW INSTALLATION LAYOUTS OF SHEET ITEMS: RECORD DRAWINGS AND SPECIFICATIONS INCLUDING A. INSTALL ELDORADO STONE PRODUCTS IN ACCORDANCE WITH g. SINGLE-PLY ROOF MEMBRANE SEALANTS: 450 G/L. MICROFICHE COPIES; LIEN WAIVERS FROM CONTRACTOR AND METAL FLASHING AND TRIM, INCLUDING PLANS, ELEVATIONS, 1.04 QUALITY ASSURANCE MANUFACTURER'S MANUFACTURED STONE INSTALLATION h. NONMEMBRANE ROOF SEALANTS: 300 G/L. SUB-CONTRACTORS AND MATERIAL MEN; LIST OF ALL INSTRUCTIONS. EXPANSION-JOINT LOCATIONS, AND KEYED DETAILS. T.M.Morgan
i. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. ISSUED FOR PERMIT 07/01/2016 SUBCONTRACTORS AND MATERIAL MEN; CONTRACTOR'S GUARANTEE A. QUALIFICATIONS: DISTINGUISH BETWEEN SHOP- AND FIELD-ASSEMBLED WORK. Architect j. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. AND COMPLETION AFFIDAVIT; FINAL SIGNED PUNCH LIST; ANY WORK 1. MANUFACTURER QUALIFICATIONS: B. INSTALL ARCHITECTURAL TRIM PRODUCTS IN ACCORDANCE 1. INCLUDE DETAILS FOR FORMING, JOINING, SUPPORTING, 921 N. RIVERFRONT BLVD. ORDERS AND ASSOCIATED CONTRACT CHANGE ORDERS; CERTIFICATE a. MINIMUM FIVE YEARS EXPERIENCE IN PRODUCING WITH MANUFACTURER'S MANUFACTURED STONE INSTALLATION AND SECURING SHEET METAL FLASHING AND TRIM, SUITE 700 MANUFACTURED MASONRY. INSTRUCTIONS. B. SHEET FLASHING: MANUFACTURER'S STANDARD SHEET FLASHING OF INCLUDING PATTERN OF SEAMS, TERMINATION POINTS, FIXED OF OCCUPANCY AND ANY RELATED PUBLIC AGENCY; CERTIFICATION DALLAS, TEXAS 75207 OF PROJECT COMPLETION; COPIES OF PROJECT INSPECTION b. MEMBER OF FOLLOWING ORGANIZATIONS: SAME MATERIAL, TYPE, REINFORCEMENT, THICKNESS, AND COLOR AS POINTS, EXPANSION JOINTS, EXPANSION-JOINT COVERS, C. INSTALL/APPLY RELATED MATERIALS SPECIFIED ABOVE IN PVC SHEET MEMBRANE. REPORTS; PERMITTED SET OF DRAWINGS AND SPECIFRICATION; ALL 1) MSJC. ACCORDANCE WITH TYPE OF SUBSTRATE AND MANUFACTURED EDGE CONDITIONS, SPECIAL CONDITIONS, AND SEAL C. BONDING ADHESIVE: MANUFACTURER'S STANDARD SOLVENT-BASED WARRANTIES; ALL CERTIFICATIONS NOTED IN THE DRAWINGTS 2) ACI. MASONRY MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONNECTIONS TO ADJOINING WORK. BONDING ADHESIVE FOR MEMBRANE, AND SOLVENT-BASED BONDING INCLUDING CIVIL DRAWINGS, THE BID DOCUMENTS AND CONSTUCTION 3) ASTM. B. SAMPLES: FOR EACH EXPOSED PRODUCT AND FOR EACH FINISH ADHESIVE FOR BASE FLASHINGS. CONTRACT; AND ANY REQUIRED TEST AND/OR ENGINEERING REPORTS 2. INSTALLER QUALIFICATIONS: COMPANY WITH DOCUMENTED 3.04 CLEANING SPECIFIED. OF MIS E SO D. FASTENERS: FACTORY-COATED STEEL FASTENERS AND METAL OR T U EXPERIENCE IN INSTALLATION OF MANUFACTURED MASONRY A R A. REFERENCE SECTION 01 74 00CLEANING AND WASTE PLASTIC PLATES MEETING CORROSION-RESISTANCE PROVISIONS IN T I INCLUDING MINIMUM 5 PROJECTS WITHIN 400 MILE RADIUS OF 1.3 QUALITY ASSURANCE S THOMAS M. MAINTENANCE AND CLEANING: MANAGEMENT. THIS PROJECT. FMG 4470, DESIGNED FOR FASTENING MEMBRANE TO SUBSTRATE, MORGAN AND ACCEPTABLE TO MEMBRANE ROOFING SYSTEM MANUFACTURER. B. CLEAN MANUFACTURED MASONRY IN ACCORDANCE WITH A. SHEET METAL FLASHING AND TRIM STANDARD: COMPLY WITH A. THROUGHOUT THE PERIOD OF CONSTRUCTION, BE B. CERTIFICATIONS: G. MISCELLANEOUS ACCESSORIES: PROVIDE POURABLE SEALERS, NUMBER MANUFACTURER'S INSTALLATION instructions. SMACNA'S "ARCHITECTURAL SHEET METAL MANUAL" UNLESS A-2008034766 RESPONSIBLE FOR SATISFACTORILY MAINTAINING THE PREMISES IN A 1. CURRENT ICC-ES REPORT. PREFORMED CONE AND VENT SHEET FLASHINGS, PREFORMED INSIDE MORE STRINGENT REQUIREMENTS ARE SPECIFIED OR SHOWN A AND OUTSIDE CORNER SHEET FLASHINGS, T-JOINT COVERS, R T NEAT AND CLEAN CONDITION. THIS MEANS THE TIMELY REMOVAL OF 2. UL: LISTING IN MATERIAL APPROVAL GUIDE. 3.05 PROTECTION ON DRAWINGS. C H I T E C ALL REFUSE AND DEBRIS FROM THE PREMISES. TERMINATION REGLETS, COVER STRIPS, SLIP SHEET, AND OTHER 1.05 DELIVERY, STORAGE, AND HANDLING A. PROTECT FINISHED WORK FROM RAIN DURING AND FOR 48 ACCESSORIES. PART 2 - PRODUCTS 07/01/2016 HOURS FOLLOWING INSTALLATION. B. STORE ALL EQUIPMENT AND MATERIALS IN A NEAT MANNER AND A. REFERENCE SECTION 01 66 00PRODUCT STORAGE AND HANDLING PROTECT THEM FROM ANY DAMAGE FROM THE ELEMENTS. MAINTAIN REQUIREMENTS. B. PROTECT FINISHED WORK FROM DAMAGE DURING REMAINDER 2.4 ROOF INSULATION 2.1 SHEET METALS BUILDING IN A GENERALLY CLEAN CONDITION DURING THE PERIOD OF J. ARCHITECTURAL PROJECT NO.: 037-05 B. FOLLOW MANUFACTURER'S INSTRUCTIONS. OF CONSTRUCTION PERIOD. EXTRUDED-POLYSTYRENE BOARD INSULATION: ASTM C 578, TYPE IV, CONSTRUCTION, AND UPON FINAL COMPLETION PROVIDE A 1.6-LB/CU. FT. (26-KG/CU. M) MINIMUM DENSITY, SQUARE EDGED. A. ZINC-COATED (GALVANIZED) STEEL SHEET: ASTM A 653 G90 PROFESSIONAL SERVICE TO THOROUGHLY CLEAN ALL GLASS, FLOORS, C. STORE MOISTURE-SENSITIVE MATERIALS IN WEATHER PROTECTED K. TAPERED INSULATION: PROVIDE FACTORY-TAPERED INSULATION COATING DESIGNATION; STRUCTURAL QUALITY, MILL FURNITURE AND EQUIPMENT. ENCLOSURES. END of Section BOARDS FABRICATED TO SLOPE OF 1/4 INCH PER 12 INCHES (1:48), PHOSPHATIZED FOR FIELD PAINTING. UNLESS OTHERWISE INDICATED. 1.06 PROJECT/SITE CONDITIONS 1. ZINC-COATED (GALVANIZED) STEEL SHEET: ASTM A 653 G90 CHANGES: SECTION 051200 - STRUCTURAL STEEL FRAMING L. PROVIDE PREFORMED SADDLES, CRICKETS, TAPERED EDGE STRIPS, COATING DESIGNATION; STRUCTURAL QUALITY. A. ENVIRONMENTAL REQUIREMENTS: MAINTAIN MATERIALS AND AND OTHER INSULATION SHAPES WHERE INDICATED FOR SLOPING TO 2.EXPOSED FINISHES: APPLY THE FOLLOWING COIL COATING: AMBIENT TEMPERATURE IN AREA OF INSTALLATION AT MINIMUM 40 DRAIN. FABRICATE TO SLOPES INDICATED. A. THE OWNER, WITHOUT INVALIDATING THE CONTRACT, MAY REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATION a. HIGH-PERFORMANCE ORGANIC FINISH: THREE-COAT DEGREES F (4 DEGREES C) PRIOR TO, DURING, AND FOR 48 HOURS ORDER CHANGES IN THE WORK WITHIN THE GENERAL SCOPE OF THE THERMOCURED SYSTEM CONTAINING NOT LESS THAN 70 FOLLOWING INSTALLATION. CONTRACT, CONSISTING OF ADDITIONS, DELETIONS, OR OTHER SECTION 054000 - COLD FORMED METAL FRAMING 2.5 INSULATION ACCESSORIES PERCENT POLYVINYLIDENE FLUORIDE RESIN BY WEIGHT; REVISION. THE CONTRACT SUM AND THE CONTRACT TIME WILL BE 1.07 WARRANTY A. FASTENERS: FACTORY-COATED STEEL FASTENERS AND METAL OR COMPLYING WITH PHYSICAL PROPERTIES AND COATING ADJUSTED ACCORDINGLY. AN OWNER CONTRACT CHANGE ORDER PLASTIC PLATES MEETING CORROSION-RESISTANCE PROVISIONS IN A. SPECIAL WARRANTY: PROVIDE MANUFACTURER'S STANDARD LIMITED REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATION PERFORMANCE REQUIREMENTS OF AAMA 2604, EXCEPT AS MAY BE ISSUED BY AN OWNER'S CONSTRUCTION MANAGER BUT MUST WARRANTY AGAINST DEFECTS IN MANUFACTURING FOR A PERIOD OF FMG 4470, DESIGNED FOR FASTENING ROOF INSULATION TO MODIFIED FOR BELOW: BE APPROVED BY THE VICE PRESIDENT FACILITY DEVELOPMENT PRIOR SUBSTRATE, AND ACCEPTABLE TO ROOFING SYSTEM MANUFACTURER. 50 YEARS FOLLOWING DATE OF [SUBSTANTIAL COMPLETION] [FINAL 1) HUMIDITY AND SALT SPRAY RESISTANCE: 2000 HOURS SECTION 075400 - THERMOPLASTIC MEMBRANE ROOFING B. COLD FLUID-APPLIED ADHESIVE: MANUFACTURER'S STANDARD COLD TO PAYMENT, FOR CORPORATE PROJECTS. ACCEPTANCE]. 2) COLOR: AS SELECTED BY OWNER'S REPRESENTATIVE FLUID-APPLIED ADHESIVE FORMULATED TO ADHERE ROOF INSULATION PART 1 - GENERAL FROM MANUFACTURER'S FULL RANGE. TO SUBSTRATE. B. THE COST OR CREDIT TO THE OWNER RESULTING FROM A 1.08 MAINTENANCE B. LEAD SHEET: ASTM B 749, TYPE L51121, COPPER-BEARING LEAD CHANGE IN THE WORK WILL BE DETERMINED BY MUTUAL AGREEMENT. C. A. EXTRA MATERIALS: FURNISH EXTRA MANUFACTURED STONE 1.1 SUMMARY COVER BOARD: ASTM C 208, TYPE II, GRADE 2, CELLULOSIC-FIBER SHEET. PERFORM ALL WORK UNDER THE APPLICABLE CONDITINS OF THE INSULATION BOARD, 1/2 INCH (13 MM) THICK. MATERIAL IN A VARIETY OF SHAPES AND SIZES IN QUANTITY EQUAL A. THIS SECTION INCLUDES MECHANICALLY FASTENED MEMBRANE CONTRACT DOCUMENTS. TO THREE PERCENT OF THE INSTALLED STONE. 2.2 MISCELLANEOUS MATERIALS ROOFING SYSTEMS. PART 3 - EXECUTION PART 2 - PRODUCTS C. OBTAIN WRITTEN AUTHORIZATION FOR CHANGES IN THE WORK A. GENERAL: PROVIDE MATERIALS AND TYPES OF FASTENERS, 1.2 SUBMITTALS (CONSTRUCTION WORK ORDER) FROM THE OWNER'S CONSTRUCTION 2.01 MANUFACTURER 3.1 SUBSTRATE BOARD INSTALLATION SOLDER, WELDING RODS, PROTECTIVE COATINGS, SEPARATORS, MANAGER PRIOR TO COMPLETION OF THE WORK. A. PRODUCT DATA: FOR EACH PRODUCT INDICATED. A. INSTALL SUBSTRATE BOARD WITH LONG JOINTS IN CONTINUOUS SEALANTS, AND OTHER MISCELLANEOUS ITEMS AS REQUIRED A. OWENS CORNING TEL: (800) 255-1727 B. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, STRAIGHT LINES, PERPENDICULAR TO ROOF SLOPES WITH END JOINTS FOR COMPLETE SHEET METAL FLASHING AND TRIM JOPLIN, MO 64804 ONE OWENS CORNING PARKWAY FAX: (866) 213-3037 GUARANTEE: DETAILS, AND ATTACHMENTS TO OTHER WORK. STAGGERED BETWEEN ROWS. TIGHTLY BUTT SUBSTRATE BOARDS INSTALLATION. TOLEDO, OH 43659 WEBSITE: C. SAMPLES: FOR EACH PRODUCT INCLUDED IN MEMBRANE TOGETHER. B. FELT UNDERLAYMENT: ASTM D 226, TYPE II (NO. 30), WWW.CULTUREDSTONE.COM 1. FASTEN SUBSTRATE BOARD TO TOP FLANGES OF STEEL DECK
A. A FULLY AND UNCONDITIONALLY GUARANTEE ALL LABOR, 3301 SOUTH RANGELINE RD. ROOFING SYSTEM. ASPHALT-SATURATED ORGANIC FELT, NONPERFORATED. FAIRFIELD INN ACCORDING TO MEMBRANE ROOFING SYSTEM MANUFACTURER'S MATERIALS, AND EQUIPMENT REQUIRED BY THE OWNER - 2.02 MANUFACTURED MASONRY MATERIALS D. RESEARCH/EVALUATION REPORTS. 1.SLIP SHEET: ROSIN-SIZED PAPER, MINIMUM 5 LB/100 SQ.FT. CONTRACTOR AGREEMENT(S) FOR A PERIOD OF ONE (1) YEAR FROM WRITTEN INSTRUCTIONS. A. WATERTABLE/SILL--STONE TEXTURED: E. MAINTENANCE DATA. C. FASTENERS: WOOD SCREWS, ANNULAR THREADED NAILS, THE DATE OF FINAL ACCEPTANCE OR THE DATE THE RESTAURANT IS 3.2 MECHANICALLY FASTENED ROOFING MEMBRANE INSTALLATION SELF-LOCKING RIVETS AND BOLTS, AND OTHER SUITABLE PORTE COCHERE UPGRADE a. COLOR: AS SHOWN ON DRAWINGS. OPENED FOR BUSINESS BY THE OWNER. A. INSTALL ROOFING MEMBRANE OVER AREA TO RECEIVE ROOFING FASTENERS DESIGNED TO WITHSTAND DESIGN LOADS. 1.3 QUALITY ASSURANCE b. SIZE: 2 (FRONT), 2-1/2 (BACK), BY 3 BY 18 INCHES (50 ACCORDING TO ROOFING SYSTEM MANUFACTURER'S WRITTEN a. EXPOSED FASTENERS: HEADS MATCHING COLOR OF SHEET SECTION 030000 - CAST-IN-PLACE CONCRETE (FRONT), 65 (BACK) BY 75 BY 455 MM). A. INSTALLER QUALIFICATIONS: A QUALIFIED INSTALLER, APPROVED INSTRUCTIONS. UNROLL ROOFING MEMBRANE AND ALLOW TO RELAX METAL USING PLASTIC CAPS OR FACTORY-APPLIED COATING. c. PROVIDE SLOPED TOP SURFACE AND DRIP EDGE. BY MANUFACTURER TO INSTALL MANUFACTURER'S PRODUCTS. BEFORE INSTALLING. b. FASTENERS FOR FLASHING AND TRIM: BLIND FASTENERS OR REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATION B. SOURCE LIMITATIONS: OBTAIN COMPONENTS FOR MEMBRANE 1. B. MANUFACTURED MASONRY PHYSICAL PROPERTIES: INSTALL SHEET ACCORDING TO ASTM D 5082. SELF-DRILLING SCREWS, GASKETED, WITH HEX WASHER HEAD. ROOFING SYSTEM FROM ROOFING MEMBRANE MANUFACTURER. B. MECHANICALLY OR ADHESIVELY FASTEN ROOFING MEMBRANE c. BLIND FASTENERS: HIGH-STRENGTH STAINLESS-STEEL NO. REVISIONS: DATE: SECTION 047000 - MANUACTURED MASONRY 1. COMPRESSIVE STRENGTH: ASTM C 192 AND ASTM C39, 1800 C. FIRE-TEST-RESPONSE CHARACTERISTICS: PROVIDE MEMBRANE SECURELY AT TERMINATIONS, PENETRATIONS, AND PERIMETER OF RIVETS. PSI (12.4 MPA), 5 SPECIMEN AVERAGE, 1500 PSI (10.3 MPA) ROOFING MATERIALS WITH THE FIRE-TEST-RESPONSE ROOFING. d. MATCH FINISH OF MATERIAL BEING FASTENED. MINIMUM FOR INDIVIDUAL UNIT. PART 1 - GENERAL CHARACTERISTICS INDICATED AS DETERMINED BY TESTING C. SEAMS: CLEAN SEAM AREAS, OVERLAP ROOFING MEMBRANE, AND D. SEALING TAPE: PRESSURE-SENSITIVE, 100 PERCENT SOLIDS, 2. BOND BETWEEN STONE UNIT, TYPE S MORTAR, AND IDENTICAL PRODUCTS PER TEST METHOD BELOW BY UL, FMG, OR HOT-AIR WELD SIDE AND END LAPS OF ROOFING MEMBRANE POLYISOBUTYLENE COMPOUND SEALING TAPE WITH 1.01 SUMMARY BACKING: ASTM C 482, 50 PSI (345 KPA). ANOTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE RELEASE-PAPER BACKING. PROVIDE PERMANENTLY ELASTIC, A WATERTIGHT SEAM INSTALLATION. A. SECTION INCLUDES: MANUFACTURED STONE, MANUFACTURED 3. THERMAL RESISTANCE: ASTM C 177, R-FACTOR, 0.355 PER AUTHORITIES HAVING JURISDICTION. NONSAG, NONTOXIC, NONSTAINING TAPE. 1. REPAIR TEARS, VOIDS, AND LAPPED SEAMS IN ROOFING STONE TRIM, AND APPLICATION MATERIALS. INCH (25.4 MM) OF THICKNESS. 1. E. ELASTOMERIC SEALANT: ASTM C 920, ELASTOMERIC POLYMER EXTERIOR FIRE-TEST EXPOSURE: CLASS A; ASTM E 108, MEMBRANE THAT DOES NOT MEET REQUIREMENTS. 4. FREEZE/THAW: ASTM C 67, NO DISINTEGRATION AND LESS FOR APPLICATION AND ROOF SLOPES INDICATED. SEALANT AS RECOMMENDED BY SHEET METAL MANUFACTURER 1.02 REFERENCES THAN 3 PERCENT WEIGHT LOSS. D. IN-SPLICE ATTACHMENT: SECURE ONE EDGE OF ROOFING MEMBRANE AND FABRICATOR OF COMPONENTS BEING SEALED, COMPLYING D. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT USING FASTENING PLATES OR METAL BATTENS CENTERED WITHIN 5. FIRE HAZARD TEST, UL 723: WITH DIVISION 7 SECTION "JOINT SEALANTS", OF TYPE, GRADE, A. AMERICAN CONCRETE INSTITUTE (ACI). PROJECT SITE WITH A DATE AND TIME TO BE ESTABLISHED. MEMBRANE SPLICE AND MECHANICALLY FASTEN ROOFING MEMBRANE CLASS, AND USE CLASSIFICATIONS REQUIRED TO SEAL JOINTS IN a. FLAME SPREAD: 0. TO ROOF DECK. FIELD-SPLICE SEAM. B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): 1.4 WARRANTY SHEET METAL FLASHING AND TRIM AND REMAIN WATERTIGHT. b. SMOKE DEVELOPMENT: 0. E. THROUGH-MEMBRANE ATTACHMENT: SECURE ROOFING MEMBRANE TENANT REVIEW ISSUE DATE: xxx. xx, 2016 1. ASTM C 39, STANDARD TEST METHOD FOR COMPRESSIVE A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM, WITHOUT F. BUTYL SEALANT: ASTM C 1311, SINGLE-COMPONENT, HEALTH DEPT. REVIEW ISSUE DATE: xxx. xx, 2016 USING FASTENING PLATES OR METAL BATTENS AND MECHANICALLY STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS. 2.03 RELATED MATERIALS MONETARY LIMITATION, IN WHICH MANUFACTURER AGREES TO REPAIR SOLVENT-RELEASE BUTYL RUBBER SEALANT; POLYISOBUTYLENE LANDLORD REVIEW ISSUE DATE: xxx. xx, 2016 FASTEN ROOFING MEMBRANE TO ROOF DECK. COVER BATTENS AND 2. ASTM C 177, STANDARD TEST METHOD FOR STEADY-STATE OR REPLACE COMPONENTS OF MEMBRANE ROOFING SYSTEM THAT PLASTICIZED; HEAVY BODIED FOR HOOKED-TYPE EXPANSION BID ISSUE DATE: xxx. xx, 2016 A. WEATHER RESISTANT BARRIER: [KRAFT WATERPROOF BUILDING FASTENERS WITH A CONTINUOUS COVER STRIP. CONSTRUCTION ISSUE DATE: HEAT FLUX MEASUREMENTS AND THERMAL TRANSMISSION FAIL IN MATERIALS OR WORKMANSHIP WITHIN 15 YEARS FROM DATE OF JOINTS WITH LIMITED MOVEMENT. xxx. xx, 2016 PAPER, UBC STANDARD NO. 14-1] [NO. 15, TYPE I, ASPHALT SUBSTANTIAL COMPLETION. FAILURE INCLUDES ROOF LEAKS. 3.3 BASE FLASHING INSTALLATION G. BITUMINOUS COATING: COLD-APPLIED ASPHALT MASTIC, PROPERTIES BY MEANS OF THE GUARDED-HOT-PLATE SATURATED FELT, ASTM D 226]. APPARATUS. A. INSTALL SHEET FLASHINGS AND PREFORMED FLASHING ACCESSORIES SSPC-PAINT 12, COMPOUNDED FOR 15-MIL DRY FILM THICKNESS 3. ASTM C 192, STANDARD PRACTICE FOR MAKING AND CURING B. METAL LATH: [2.5 LB (1.4 KG/M2) GALVANIZED EXPANDED METAL PART 2 - PRODUCTS AND ADHERE TO SUBSTRATES ACCORDING TO MEMBRANE ROOFING PER COAT. CONCRETE TEST SPECIMENS IN THE LABORATORY. LATH] [18 (1.3 MM) GAUGE WOVEN WIRE MESH] [3.4 LB (1.8 SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS. KG/M2) GALVANIZED EXPANDED RIB LATH]. 2.1 MANUFACTURERS B. APPLY SOLVENT-BASED BONDING ADHESIVE TO SUBSTRATE AND 4. ASTM C 270, STANDARD SPECIFICATION FOR MORTAR FOR DRAWING TITLE: A. UNDERSIDE OF SHEET FLASHING AT REQUIRED RATE AND ALLOW TO UNIT MASONRY. C. FASTENERS: IN OTHER PART 2 ARTICLES WHERE TITLES BELOW INTRODUCE LISTS, THE FOLLOWING REQUIREMENTS APPLY FOR PRODUCT SELECTION: PARTIALLY DRY. DO NOT APPLY BONDING ADHESIVE TO SEAM AREA OF SPECIFICATIONS 6. INTO WOOD STUDS: MINIMUM 0.120 INCH (3 MM) SHANK FLASHING. C. MASONRY STANDARDS JOINT COMMITTEE (MSJC) OF THE 1. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH MASONRY SOCIETY. DIAMETER GALVANIZED NAILS OR STAPLES OF SUFFICIENT REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS THAT C. FLASH PENETRATIONS AND FIELD-FORMED INSIDE AND OUTSIDE LENGTH TO PENETRATE 1-3/8 INCHES (35 MM) MINIMUM INTO MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT CORNERS WITH SHEET FLASHING. D. UNDERWRITERS LABORATORIES (UL): DRAWING NUMBER: THE STUD. LIMITED TO, THE MANUFACTURERS SPECIFIED. D. CLEAN SEAM AREAS AND OVERLAP AND FIRMLY ROLL SHEET 1. LISTING IN MATERIAL APPROVAL GUIDE. FLASHINGS INTO THE ADHESIVE. WELD SIDE AND END LAPS TO D. MORTAR: PREMIXED TYPE N OR MORTAR MIXED USING 2. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH 2. UL 723, STANDARD FOR SAFETY FOR SURFACE BURNING ENSURE A WATERTIGHT SEAM INSTALLATION. COMPONENTS AND PROPORTIONS FOLLOWING REQUIREMENTS, PROVIDE PRODUCTS BY THE MANUFACTURERS CHARACTERISTICS OF BUILDING MATERIALS. SPECIFIED. E. SP-2 MANUFACTURED MASONRY MANUFACTURER'S INSTALLATION TERMINATE AND SEAL TOP OF SHEET FLASHINGS AND MECHANICALLY
ANCHOR TO SUBSTRATE THROUGH TERMINATION BARS. INSTRUCTIONS. COMPLY WITH ASTM C 270.
MORTAR COLOR: IRON OXIDE PIGMENTS. 1. ISSUED FOR PERMIT 07/01/2016 2.3 FABRICATION, GENERAL SECTION 095423 - LINEAR METAL CEILINGS F. CUT LINEAR METAL PANS FOR ACCURATE FIT AT BORDERS AND AT PART 3 - EXECUTION INTERRUPTIONS AND PENETRATIONS BY OTHER WORK THROUGH A. GENERAL: CUSTOM FABRICATE SHEET METAL FLASHING AND PART 1 - GENERAL CEILINGS. STIFFEN EDGES OF CUT UNITS AS REQUIRED TO ELIMINATE 3.1 EXAMINATION TRIM TO COMPLY WITH RECOMMENDATIONS IN SMACNA'S EVIDENCE OF BUCKLING OR VARIATIONS IN FLATNESS EXCEEDING REFERENCED STANDARDS FOR STRETCHER-LEVELED METAL SHEET. "ARCHITECTURAL SHEET METAL MANUAL" THAT APPLY TO 1.1 SUMMARY A. EXAMINE SUBSTRATES AND CONDITIONS, WITH APPLICATOR DESIGN, DIMENSIONS, METAL AND OTHER CHARACTERISTICS OF G. INSTALL LINEAR METAL PANS IN COORDINATION WITH SUSPENSION PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR SYSTEM AND EXPOSED MOLDINGS AND TRIM. ITEM INDICATED. SHOP FABRICATE ITEMS WHERE PRACTICABLE. A. THIS SECTION INCLUDES ACOUSTICAL PANELS AND EXPOSED MAXIMUM MOISTURE CONTENT AND OTHER CONDITIONS OBTAIN FIELD MEASUREMENTS FOR ACCURATE FIT BEFORE SUSPENSION SYSTEMS FOR CEILINGS. 1. FIT ADJOINING UNITS TO FORM FLUSH, TIGHT JOINTS. SCRIBE AND AFFECTING PERFORMANCE OF WORK. SHOP FABRICATION. CUT UNITS FOR ACCURATE FIT AT BORDERS AND AROUND B. MAXIMUM MOISTURE CONTENT OF SUBSTRATES: WHEN B. FABRICATE SHEET METAL FLASHING AND TRIM WITHOUT 1.2 SUBMITTALS CONSTRUCTION PENETRATING CEILING. MEASURED WITH AN ELECTRONIC MOISTURE METER AS EXCESSIVE OIL CANNING, BUCKLING, AND TOOL MARKS AND FOLLOWS: 921 N. RIVERFRONT BLVD. SUITE 700 2. INSTALL PANS WITH BUTT JOINTS USING INTERNAL PAN SPLICES. DALLAS, TEXAS 75207 TRUE TO LINE AND LEVELS INDICATED, WITH EXPOSED EDGES A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 1. CONCRETE: 12 PERCENT FOLDED BACK TO FORM HEMS. B. SAMPLES: FOR EACH EXPOSED FINISH. 3. INSTALL FILLER STRIPS WHERE INDICATED. 2. PLASTER: 12 PERCENT. TEL: 214-613-0680 FAX: 469.730.3341 1. SEAMS: FABRICATE NONMOVING SEAMS IN ACCESSORIES C. VERIFY SUITABILITY OF SUBSTRATES, INCLUDING SURFACE ARCHITECT/ ENGINEER WITH FLAT-LOCK SEAMS. TIN EDGES TO BE SEAMED, FORM 1.3 QUALITY ASSURANCE CONDITIONS AND COMPATIBILITY WITH EXISTING FINISHES SEAMS, AND SOLDER. AND PRIMERS. C. SEALED JOINTS: FORM NONEXPANSION BUT MOVABLE JOINTS IN 1. SURFACE-BURNING CHARACTERISTICS: ACOUSTICAL D. BEGIN COATING APPLICATION ONLY AFTER UNSATISFACTORY METAL TO ACCOMMODATE ELASTOMERIC SEALANT TO COMPLY PANELS COMPLYING WITH ASTM E 1264 FOR CLASS A SECTION 099113 - EXTERIOR PAINTING CONDITIONS HAVE BEEN CORRECTED AND SURFACES ARE WITH SMACNA RECOMMENDATIONS. MATERIALS, WHEN TESTED PER ASTM E 84. DRY. D. EXPANSION PROVISIONS: WHERE LAPPED OR BAYONET-TYPE a. SMOKE-DEVELOPED INDEX: 450 OR LESS. PART 1 - GENERAL 1.BEGINNING COATING APPLICATION CONSTITUTES EXPANSION PROVISIONS IN THE WORK CANNOT BE USED, FORM C. SEISMIC STANDARD: COMPLY WITH THE FOLLOWING: CONTRACTOR'S ACCEPTANCE OF SUBSTRATES AND EXPANSION JOINTS OF INTERMESHING HOOKED FLANGES, NOT 1. STANDARD FOR CEILING SUSPENSION SYSTEMS REQUIRING 1.1 SUMMARY CONDITIONS. LESS THAN 1 INCH (25 MM) DEEP, FILLED WITH ELASTOMERIC SEISMIC RESTRAINT: COMPLY WITH ASTM E 580. SEALANT CONCEALED WITHIN JOINTS. 2. CISCA'S RECOMMENDATIONS FOR ACOUSTICAL CEILINGS: A. THIS SECTION INCLUDES SURFACE PREPARATION AND THE 3.2 PREPARATION AND APPLICATION T.M.Morgan E. CONCEALED FASTENERS AND EXPANSION PROVISIONS WHERE COMPLY WITH CISCA'S "RECOMMENDATIONS FOR APPLICATION OF PAINT SYSTEMS ON THE FOLLOWING ISSUED FOR PERMIT 07/01/2016 POSSIBLE ON EXPOSED-TO-VIEW SHEET METAL FLASHING AND DIRECT-HUNG ACOUSTICAL TILE AND LAY-IN PANEL EXTERIOR SUBSTRATES: A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS Architect TRIM, UNLESS OTHERWISE INDICATED. 1. CONCRETE AND RECOMMENDATIONS IN "MPI ARCHITECTURAL PAINTING CEILINGS--SEISMIC ZONES 0-2." 921 N. RIVERFRONT BLVD. F. FABRICATE CLEATS AND ATTACHMENT DEVICES FROM SAME 3. CISCA'S GUIDELINES FOR SYSTEMS REQUIRING SEISMIC 2. STEEL. SPECIFICATION MANUAL" APPLICABLE TO SUBSTRATES AND SUITE 700 MATERIAL AS ACCESSORY BEING ANCHORED OR FROM RESTRAINT: COMPLY WITH CISCA'S "GUIDELINES FOR 3. GALVANIZED METAL. PAINT SYSTEMS INDICATED. DALLAS, TEXAS 75207 COMPATIBLE, NONCORROSIVE METAL, AND IN THICKNESS NOT SEISMIC RESTRAINT OF DIRECT-HUNG SUSPENDED CEILING 4. ALUMINUM (NOT ANODIZED OR OTHERWISE COATED). B. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR LESS THAN THAT OF METAL BEING SECURED. ASSEMBLIES--SEISMIC ZONES 3 & 4." 5. EXTERIOR PORTLAND CEMENT (STUCCO). BOND OF PAINTS, INCLUDING DIRT, OIL, GREASE, AND SEAL 4. ASCE 7, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER INCOMPATIBLE PAINTS AND ENCAPSULANTS.. PART 3 - EXECUTION STRUCTURES": SECTION 9, "EARTHQUAKE LOADS." 1.2 SUBMITTALS C. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, OF MIS D. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT E SO T U 3.1 INSTALLATION, GENERAL PROJECT SITE AT A DATE AND TIME TO BE ESTABLISHED. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. ROLLER TRACKING, RUNS, SAGS, ROPINESS, OR OTHER A R T I B. SAMPLES: FOR EACH FINISH AND FOR EACH COLOR AND SURFACE IMPERFECTIONS. CUT IN SHARP LINES AND COLOR S THOMAS M. MORGAN A. GENERAL: ANCHOR SHEET METAL FLASHING AND TRIM AND 1.4 EXTRA MATERIALS TEXTURE REQUIRED. BREAKS. OTHER COMPONENTS OF THE WORK SECURELY IN PLACE, WITH D. PROTECT WORK OF OTHER TRADES AGAINST DAMAGE FROM NUMBER PROVISIONS FOR THERMAL AND STRUCTURAL MOVEMENT. USE A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH 1.3 QUALITY ASSURANCE PAINT APPLICATION. CORRECT DAMAGE TO WORK OF OTHER A-2008034766 FASTENERS, SOLDER, WELDING RODS, PROTECTIVE COATINGS, PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH TRADES BY CLEANING, REPAIRING, REPLACING, AND AR T C H E C SEPARATORS, SEALANTS, AND OTHER MISCELLANEOUS ITEMS PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH A. MPI STANDARDS: REFINISHING, AS APPROVED BY ARCHITECT, AND LEAVE IN AN I T AS REQUIRED TO COMPLETE SHEET METAL FLASHING AND TRIM LABELS DESCRIBING CONTENTS. 1. PRODUCTS: COMPLYING WITH MPI STANDARDS INDICATED UNDAMAGED CONDITION. 07/01/2016 SYSTEM. 1. ACOUSTICAL CEILING PANELS: FULL-SIZE PANELS EQUAL TO AND LISTED IN "MPI APPROVED PRODUCTS LIST." E. AT COMPLETION OF CONSTRUCTION ACTIVITIES OF OTHER 1. TORCH CUTTING OF SHEET METAL FLASHING AND TRIM IS 2.0 PERCENT OF QUANTITY INSTALLED. 2. PREPARATION AND WORKMANSHIP: COMPLY WITH TRADES, TOUCH UP AND RESTORE DAMAGED OR DEFACED NOT PERMITTED. 2. SUSPENSION SYSTEM COMPONENTS: QUANTITY OF EACH REQUIREMENTS IN "MPI ARCHITECTURAL PAINTING PAINTED SURFACES. ARCHITECTURAL PROJECT NO.: 037-05 B. METAL PROTECTION: WHERE DISSIMILAR METALS WILL CONTACT EXPOSED COMPONENT EQUAL TO 2.0 PERCENT OF QUANTITY SPECIFICATION MANUAL" FOR PRODUCTS AND PAINT EACH OTHER OR CORROSIVE SUBSTRATES, PROTECT AGAINST INSTALLED. SYSTEMS INDICATED. 3.3 EXTERIOR PAINTING SCHEDULE - REFER TO ELEVATIONS GALVANIC ACTION BY PAINTING CONTACT SURFACES WITH SHEET BITUMINOUS COATING OR BY OTHER PERMANENT SEPARATION PART 2 - PRODUCTS 1.4 EXTRA MATERIALS AS RECOMMENDED BY FABRICATOR MANUFACTURERS OF A. CONCRETE SUBSTRATES, NONTRAFFIC SURFACES: DISSIMILAR METALS. 2.1 LINEAR METAL CEILING PANS A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT ARE 1. LATEX SYSTEM: MPI EXT 3.1A. C. INSTALL EXPOSED SHEET METAL FLASHING AND TRIM WITHOUT FROM SAME PRODUCTION RUN (BATCH MIX) AS MATERIALS a.PRIME COAT: EXTERIOR LATEX MATCHING TOPCOAT. EXCESSIVE OIL CANNING, BUCKLING, AND TOOL MARKS. A. ACOUSTICAL METAL PAN STANDARD: COMPLY WITH ASTM E 1264 APPLIED AND THAT ARE PACKAGED FOR STORAGE AND b.INTERMEDIATE COAT: EXTERIOR LATEX MATCHING D. INSTALL SHEET METAL FLASHING AND TRIM TRUE TO LINE AND B. SHEET METAL CHARACTERISTICS: FOR METAL COMPONENTS EXPOSED IDENTIFIED WITH LABELS DESCRIBING CONTENTS. TOPCOAT. LEVELS INDICATED. PROVIDE UNIFORM, NEAT SEAMS WITH TO VIEW IN THE COMPLETED WORK, PROVIDE MATERIALS WITH 1. QUANTITY: FURNISH AN ADDITIONAL 5 PERCENT, BUT NOT c.TOPCOAT: EXTERIOR LATEX (FLAT). MINIMUM EXPOSURE OF SOLDER, WELDS, AND ELASTOMERIC SMOOTH, FLAT SURFACES WITHOUT BLEMISHES. DO NOT USE LESS THAN 1 GAL. (3.8 L) OF EACH MATERIAL AND 2. LATEX OVER ALKALI-RESISTANT PRIMER SYSTEM: MPI SEALANT. MATERIALS WITH EXPOSED PITTING, SEAM MARKS, ROLLER MARKS, COLOR APPLIED. EXT 3.1K. ROUGHNESS, STAINS, OR DISCOLORATIONS.. E. INSTALL SHEET METAL FLASHING AND TRIM TO FIT SUBSTRATES PART 2 - PRODUCTS a.PRIME COAT: ALKALI-RESISTANT PRIMER. AND TO RESULT IN WATERTIGHT PERFORMANCE. VERIFY SHAPES C. METAL SUSPENSION SYSTEM STANDARD: COMPLY WITH ASTM C b.INTERMEDIATE COAT: EXTERIOR LATEX MATCHING 635. AND DIMENSIONS OF SURFACES TO BE COVERED BEFORE 2.1 PAINT, GENERAL TOPCOAT. FABRICATING SHEET METAL. D. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES THE DESIGN LOAD c.TOPCOAT: EXTERIOR LATEX (FLAT). INDICATED IN ASTM C 635, TABLE 1, "DIRECT HUNG," UNLESS 1. SPACE CLEATS NOT MORE THAN 12 INCHES APART. ANCHOR A. MATERIAL COMPATIBILITY: B. CONCRETE SUBSTRATES, TRAFFIC SURFACES: EACH CLEAT WITH TWO FASTENERS. OTHERWISE INDICATED. COMPLY WITH SEISMIC DESIGN 1. LATEX FLOOR PAINT SYSTEM: MPI EXT 3.2A. REQUIREMENTS. 1. PROVIDE MATERIALS FOR USE WITHIN EACH PAINT F. EXPANSION PROVISIONS: PROVIDE FOR THERMAL EXPANSION SYSTEM THAT ARE COMPATIBLE WITH ONE ANOTHER a.PRIME COAT: INTERIOR/EXTERIOR LATEX FLOOR AND OF EXPOSED FLASHING AND TRIM. SPACE MOVEMENT JOINTS AT E. PAN FABRICATION: MANUFACTURER'S STANDARD UNITS FORMED PORCH PAINT (LOW GLOSS). FROM METAL INDICATED TO SNAP ON AND BE SECURELY RETAINED ON AND SUBSTRATES INDICATED, UNDER CONDITIONS OF A MAXIMUM OF 10 FEET (3 M) WITH NO JOINTS ALLOWED WITHIN SERVICE AND APPLICATION AS DEMONSTRATED BY b.INTERMEDIATE COAT: INTERIOR/EXTERIOR LATEX 24 INCHES (600 MM) OF CORNER OR INTERSECTION. WHERE CARRIERS WITHOUT SEPARATE FASTENERS AND FINISHED TO COMPLY FLOOR AND PORCH PAINT (LOW GLOSS). WITH REQUIREMENTS INDICATED. MANUFACTURER, BASED ON TESTING AND FIELD LAPPED OR BAYONET-TYPE EXPANSION PROVISIONS CANNOT BE c.TOPCOAT: INTERIOR/EXTERIOR LATEX FLOOR AND F. PAN SPLICES: CONSTRUCTION SAME AS PANS, IN LENGTHS 8 TO 12 EXPERIENCE. USED OR WOULD NOT BE SUFFICIENTLY WATERTIGHT, FORM PORCH PAINT (LOW GLOSS). INCHES (200 TO 300 MM); WITH MANUFACTURER'S STANDARD FINISH 2. FOR EACH COAT IN A PAINT SYSTEM, PROVIDE JOPLIN, MO 64804 EXPANSION JOINTS OF INTERMESHING HOOKED FLANGES, NOT G. METAL EDGE MOLDINGS AND TRIM: TYPE AND PROFILE PRODUCTS RECOMMENDED IN WRITING BY 2. ALKYD FLOOR ENAMEL SYSTEM: MPI EXT 3.2D. LESS THAN 1 INCH (25 MM) DEEP, FILLED WITH ELASTOMERIC INDICATED OR, IF NOT INDICATED, MANUFACTURER'S STANDARD MANUFACTURERS OF TOPCOAT FOR USE IN PAINT a.PRIME COAT: EXTERIOR/INTERIOR ALKYD FLOOR SEALANT CONCEALED WITHIN JOINTS. ENAMEL (GLOSS). 3301 SOUTH RANGELINE RD.
MOLDINGS FOR EDGES AND PENETRATIONS THAT COMPLY WITH SYSTEM AND ON SUBSTRATE INDICATED. FAIRFIELD INN G. FASTENERS: USE FASTENERS OF SIZES THAT WILL PENETRATE SEISMIC DESIGN REQUIREMENTS; FORMED FROM SHEET METAL B. COLORS: AS INDICATED IN THE DRAWINGS. b.INTERMEDIATE COAT: EXTERIOR/INTERIOR ALKYD SUBSTRATE NOT LESS THAN 1-1/4 INCHES (32 MM) FOR NAILS OF SAME MATERIAL, FINISH, AND COLOR AS THAT USED FOR FLOOR ENAMEL (GLOSS). AND NOT LESS THAN 3/4 INCH (19 MM) FOR WOOD SCREWS. c.TOPCOAT: EXTERIOR/INTERIOR ALKYD FLOOR EXPOSED FLANGES OF SUSPENSION SYSTEM RUNNERS. PORTE COCHERE UPGRADE 1.GALVANIZED OR PREPAINTED, METALLIC-COATED STEEL: 2.3 METAL PRIMERS ENAMEL (GLOSS). USE STAINLESS-STEEL FASTENERS. 2.2 METAL SUSPENSION SYSTEMS H. SEAL JOINTS WITH ELASTOMERIC SEALANT AS REQUIRED FOR A. ALKYD ANTICORROSIVE METAL PRIMER: MPI #79. E. STEEL SUBSTRATES: WATERTIGHT CONSTRUCTION. B. QUICK-DRYING ALKYD METAL PRIMER: MPI #76. 1. ALKYD SYSTEM: MPI EXT 5.1D. A. METAL SUSPENSION SYSTEMS STANDARD: PROVIDE CEILING I. SOLDERED JOINTS: CLEAN SURFACES TO BE SOLDERED, C. CEMENTITIOUS GALVANIZED-METAL PRIMER: MPI #26. a.PRIME COAT: ALKYD ANTICORROSIVE METAL PRIMER. MANUFACTURER'S STANDARD METAL SUSPENSION SYSTEMS OF TYPES REMOVING OILS AND FOREIGN MATTER. PRE-TIN EDGES OF D. WATERBORNE GALVANIZED-METAL PRIMER: MPI #134. b.INTERMEDIATE COAT: EXTERIOR ALKYD ENAMEL AND FINISHES INDICATED THAT COMPLY WITH APPLICABLE SHEETS TO BE SOLDERED TO A WIDTH OF 1-1/2 INCHES (38 MM), E. QUICK-DRYING PRIMER FOR ALUMINUM: MPI #95. MATCHING TOPCOAT. NO. REVISIONS: DATE: EXCEPT WHERE PRE-TINNED SURFACE WOULD SHOW IN ASTM C 635 REQUIREMENTS. c.TOPCOAT: EXTERIOR ALKYD ENAMEL [(FLAT)] B. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES THE DESIGN LOAD FINISHED WORK. 2.4 EXTERIOR LATEX PAINTS [(SEMIGLOSS)] [(GLOSS)] INDICATED IN ASTM C 635, TABLE 1, DIRECT HUNG, UNLESS OTHERWISE INDICATED. 3.2 ROOF FLASHING INSTALLATION A. EXTERIOR LATEX (FLAT): MPI #10 (GLOSS LEVEL 1). F. GALVANIZED-METAL SUBSTRATES: PART 3 - EXECUTION B. EXTERIOR LATEX (SEMIGLOSS): MPI #11 (GLOSS LEVEL 5). 1. ALKYD SYSTEM: MPI EXT 5.3B. A. GENERAL: INSTALL SHEET METAL FLASHING AND TRIM TO C. EXTERIOR LATEX (GLOSS): MPI #119 (GLOSS LEVEL 6, EXCEPT a.PRIME COAT: CEMENTITIOUS GALVANIZED-METAL COMPLY WITH PERFORMANCE REQUIREMENTS AND SMACNA'S 3.1 INSTALLATION MINIMUM GLOSS OF 65 UNITS AT 60 DEG). PRIMER. "ARCHITECTURAL SHEET METAL MANUAL." PROVIDE CONCEALED b.INTERMEDIATE COAT: EXTERIOR ALKYD ENAMEL FASTENERS WHERE POSSIBLE, SET UNITS TRUE TO LINE, AND 2.5 EXTERIOR ALKYD PAINTS MATCHING TOPCOAT. LEVEL AS INDICATED. INSTALL WORK WITH LAPS, JOINTS, AND A. COMPLY WITH ASTM C 636 AND SEISMIC DESIGN REQUIREMENTS INDICATED, PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND c.TOPCOAT: EXTERIOR ALKYD ENAMEL [(FLAT)] SEAMS THAT WILL BE PERMANENTLY WATERTIGHT. A. EXTERIOR ALKYD ENAMEL (FLAT): MPI #8 (GLOSS LEVEL 1). [(SEMIGLOSS)] [(GLOSS)]. B. ROOF EDGE FLASHING: ANCHOR TO RESIST UPLIFT AND CISCA'S "CEILING SYSTEMS HANDBOOK." B. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF B. EXTERIOR ALKYD ENAMEL (SEMIGLOSS): MPI #94 (GLOSS G. ALUMINUM SUBSTRATES: TENANT REVIEW ISSUE DATE: xxx. xx, 2016 OUTWARD FORCES ACCORDING TO RECOMMENDATIONS IN FMG LEVEL 5). 1. ALKYD SYSTEM: MPI EXT 5.4F. HEALTH DEPT. REVIEW ISSUE DATE: xxx. xx, 2016 ACOUSTICAL PANELS TO BALANCE BORDER WIDTHS AT LANDLORD REVIEW ISSUE DATE: xxx. xx, 2016 LOSS PREVENTION DATA SHEET 1-49. C. EXTERIOR ALKYD ENAMEL (GLOSS): MPI #9 (GLOSS LEVEL 6). a.PRIME COAT: QUICK-DRYING PRIMER FOR ALUMINUM. 1.INTERLOCK BOTTOM EDGE OF ROOF EDGE FLASHING WITH OPPOSITE EDGES OF EACH CEILING. AVOID USING BID ISSUE DATE: xxx. xx, 2016 LESS-THAN-HALF-WIDTH PANELS AT BORDERS. b.INTERMEDIATE COAT: EXTERIOR ALKYD ENAMEL CONSTRUCTION ISSUE DATE: xxx. xx, 2016 CONTINUOUS CLEAT ANCHORED TO SUBSTRATE AT 24-INCH 2.6 ALUMINUM PAINT MATCHING TOPCOAT. CENTERS. C. SUSPEND CEILING HANGERS FROM BUILDING'S STRUCTURAL MEMBERS. SPLAY HANGERS ONLY WHERE REQUIRED AND, IF c.TOPCOAT: EXTERIOR ALKYD ENAMEL [(FLAT)] C. COPINGS: ANCHOR TO RESIST UPLIFT AND OUTWARD FORCES A. ALUMINUM PAINT: MPI #1. [(SEMIGLOSS)] [(GLOSS)]. ACCORDING TO RECOMMENDATIONS IN FMG LOSS PREVENTION PERMITTED WITH FIRE-RESISTANCE-RATED CEILINGS, TO MISS OBSTRUCTIONS; OFFSET RESULTING HORIZONTAL FORCES BY J. STUCCO SUBSTRATES: DATA SHEET 1-49. 1. LATEX SYSTEM: MPI EXT 9.1A. 1. INTERLOCK EXTERIOR BOTTOM EDGE OF COPING WITH BRACING, COUNTERSPLAYING, OR OTHER EQUALLY EFFECTIVE MEANS. a.PRIME COAT: EXTERIOR LATEX MATCHING TOPCOAT. DRAWING TITLE: CONTINUOUS CLEAT ANCHORED TO SUBSTRATE AT 16-INCH b.INTERMEDIATE COAT: EXTERIOR LATEX MATCHING (400-MM) CENTERS. D. INSTALL EDGE MOLDINGS AND TRIM OF TYPE INDICATED AT PERIMETER SPECIFICATIONS OF EACH SUSPENDED DECORATIVE GRID AND WHERE NECESSARY TO TOPCOAT. 2. ANCHOR INTERIOR LEG OF COPING WITH SCREW FASTENERS CONCEAL EDGES OF GRIDS. SCREW ATTACH MOLDINGS TO c. TOPCOAT: EXTERIOR LATEX (FLAT). AND WASHERS AT 18-INCH CENTERS. SUBSTRATE AT INTERVALS NOT MORE THAN 16 INCHES (400 MM) O.C. 2. LATEX OVER ALKALI-RESISTANT PRIMER SYSTEM: MPI D. COUNTERFLASHING: COORDINATE INSTALLATIN OF AND NOT MORE THAN 3 INCHES (75 MM) FROM ENDS, LEVELING WITH EXT 9.1J. DRAWING NUMBER: COUNTERFLASHING WITH INSTALLATION OF BASE FLASHING. CEILING SUSPENSION SYSTEM TO A TOLERANCE OF 1/8 INCH IN 12 a.PRIME COAT: ALKALI-RESISTANT PRIMER. INSERT COUNTERFLASHING IN REGLETS OR RECEIVERS AND FIT FEET (3.2 MM IN 3.6 M). MITER CORNERS ACCURATELY AND CONNECT b.INTERMEDIATE COAT: EXTERIOR LATEX MATCHING TIGHTLY TO BASE FLASHING. SECURE IN A WATRPROOF SECURELY. TOPCOAT.
MANNER. EXTEND CONTERFLASHING 4 INCHES OVER BASE E. INSTALL SUSPENSION SYSTEM CARRIERS SO THEY ARE ALIGNED AND SP-3 c.TOPCOAT: EXTERIOR LATEX (FLAT)
FLASHING. LAP COUNTERFLASHING JOINTS A MINIMUM OF 4 SECURELY INTERLOCKED WITH ONE ANOTHER. REMOVE AND REPLACE DENTED, BENT, OR KINKED MEMBERS. INCHES AND BED WITH ELASTOMERIC SEALANT. ISSUED FOR PERMIT 07/01/2016 921 N. RIVERFRONT BLVD. SUITE 700 DALLAS, TEXAS 75207
TEL: 214-613-0680 FAX: 469.730.3341
ARCHITECT/ ENGINEER ISSUED FOR PERMIT 07/01/2016
921 N. RIVERFRONT BLVD. SUITE 100A DALLAS, TEXAS 75207
SEAL
FOR REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERI M REVIEW ONLY AND ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. 07/01/2016
ARCHITECTURAL PROJECT NO.: 037-05 JOPLIN, MO 64804 3301 SOUTH RANGELINE RD. FAIRFIELD INN PORTE COCHERE UPGRADE
NO. REVISIONS: DATE:
TENANT REVIEW ISSUE DATE: xxx. xx, 2016 HEALTH DEPT. REVIEW ISSUE DATE: xxx. xx, 2016 LANDLORD REVIEW ISSUE DATE: xxx. xx, 2016 BID ISSUE DATE: xxx. xx, 2016
CONSTRUCTION ISSUE DATE: xxx. xx, 2016
DRAWING TITLE: DRAWING NUMBER: ISSUED FOR PERMIT 07/01/2016 X:\PROJECTS\PROJECTS\16268 Fairfield Inn Joplin MO\Sealed 1 July 2016\16268S00.dwg, S0.0, 7/1/2016 1:05:43 PM, bumphress, DWG To PDF.pc3, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 Inches), x 36.00 (24.00 D full bleed ARCH To PDF.pc3, DWG bumphress, PM, 1:05:43 7/1/2016 S0.0, 2016\16268S00.dwg, 1 July MO\Sealed Joplin Inn Fairfield X:\PROJECTS\PROJECTS\16268 921 N. RIVERFRONT BLVD. SUITE 700 DALLAS, TEXAS 75207
TEL: 214-613-0680 FAX: 469.730.3341
ARCHITECT/ ENGINEER ISSUED FOR PERMIT 07/01/2016
921 N. RIVERFRONT BLVD. SUITE 100A DALLAS, TEXAS 75207
SEAL
FOR REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERI M REVIEW ONLY AND ARE NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. 07/01/2016
ARCHITECTURAL PROJECT NO.: 037-05 JOPLIN, MO 64804 3301 SOUTH RANGELINE RD. FAIRFIELD INN PORTE COCHERE UPGRADE
NO. REVISIONS: DATE:
TENANT REVIEW ISSUE DATE: xxx. xx, 2016 HEALTH DEPT. REVIEW ISSUE DATE: xxx. xx, 2016 LANDLORD REVIEW ISSUE DATE: xxx. xx, 2016 BID ISSUE DATE: xxx. xx, 2016 CONSTRUCTION ISSUE DATE: xxx. xx, 2016
DRAWING TITLE:
DRAWING NUMBER: ISSUED FOR PERMIT 07/01/2016 X:\PROJECTS\PROJECTS\16268 Fairfield Inn Joplin MO\Sealed 06 July 2016\16268S10.dwg, S1.0, 7/6/2016 3:13:53 PM, croberts, DWG To PDF.pc3, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 Inches), x 36.00 (24.00 D full bleed ARCH PDF.pc3, To DWG croberts, PM, 3:13:53 7/6/2016 S1.0, 2016\16268S10.dwg, 06 July MO\Sealed Joplin Inn Fairfield X:\PROJECTS\PROJECTS\16268