curtainwall design consulting - csn · curtain wall design and consulting, inc. ... fm 1-90 b....

9
2400 S. CIMARRON, SUITE 125 LAS VEGAS, NV 89117 P (702) 222-9349 CDC-USA.COM CURTAINWALL DESIGN CONSULTING TM CSN 16-0593 Cheyenne Roof Drawings (Revised) Page 1 of 9

Upload: lythuan

Post on 01-May-2018

228 views

Category:

Documents


1 download

TRANSCRIPT

Page 1: CURTAINWALL DESIGN CONSULTING - CSN · curtain wall design and consulting, inc. ... fm 1-90 b. perimeter: min. fm 1-105 perimeter: min. fm 1-1\ര5 min. fm 1-105 c. corner: min. fm

24

00

S

. C

IM

AR

RO

N, S

UIT

E 1

25

L

AS

V

EG

AS

, N

V 8

91

17

P

(7

02

) 2

22

-9

34

9 C

DC

-U

SA

.C

OM

CU

RT

AIN

WA

LL

D

ES

IG

N C

ON

SU

LT

IN

G

TM

CSN 16-0593 Cheyenne Roof Drawings (Revised)

Page 1 of 9

AutoCAD SHX Text
REVISIONS BY DATE
AutoCAD SHX Text
CS001
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
COLLEGE OF SOUTHERN NEVADA
AutoCAD SHX Text
CSN #16-0593 3200 EAST CHEYENNE AVENUE NORTH LAS VEGAS, NV 89030
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
INDEX TO THE DRAWINGS
AutoCAD SHX Text
ARCHITECTURAL PLANS
AutoCAD SHX Text
KEY
AutoCAD SHX Text
CS001
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
001
AutoCAD SHX Text
SH #
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
A101
AutoCAD SHX Text
NOT IN SCOPE AREA A (MAIN BUILDING)
AutoCAD SHX Text
A102
AutoCAD SHX Text
CURTAIN WALL DESIGN AND CONSULTING, INC.
AutoCAD SHX Text
2400 SOUTH CIMARRON ROAD, SUITE 125 LAS VEGAS, NV 89117 PHONE:(702) 222-9349(702) 222-9349
AutoCAD SHX Text
101
AutoCAD SHX Text
102
AutoCAD SHX Text
1.BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE (IBC) BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE (IBC) 2.MECHANICAL CODE: 2012 UNIFORM MECHANICAL CODE (UMC) MECHANICAL CODE: 2012 UNIFORM MECHANICAL CODE (UMC) 3.PLUMBING CODE: 2012 UNIFORM PLUMBING CODE (UPC) PLUMBING CODE: 2012 UNIFORM PLUMBING CODE (UPC) 4.ELECTRICAL CODE: 2011 NATIONAL ELECTRICAL CODE (NEC) ELECTRICAL CODE: 2011 NATIONAL ELECTRICAL CODE (NEC) 5.FIRE CODE: 2012 INTERNATIONAL FIRE CODE (IFC) FIRE CODE: 2012 INTERNATIONAL FIRE CODE (IFC) 6.NFPA STANDARDS AS REFERENCED IN THE 2012 IFC AND IBC NFPA STANDARDS AS REFERENCED IN THE 2012 IFC AND IBC 7.ENERGY CODE: 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) ENERGY CODE: 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 8.EXISTING BUILDING CODE: 2012 INTERNATIONAL EXISTING BUILDING CODE (IBEC) EXISTING BUILDING CODE: 2012 INTERNATIONAL EXISTING BUILDING CODE (IBEC) 9.ALL APPLICABLE PROVISIONS OF THE NEVADA REVISED STATUES (NRS) AND THE NEVADA ADMINISTRATIVE CODE (NAC). INCLUDING: ALL APPLICABLE PROVISIONS OF THE NEVADA REVISED STATUES (NRS) AND THE NEVADA ADMINISTRATIVE CODE (NAC). INCLUDING: A.CURRENT REGULATIONS OF THE STATE FIRE MARSHAL, NEVADA DEPARTMENT OF PUBLIC SAFETY (NAC CHAPTER 477, STATE FIRE MARSHAL). CURRENT REGULATIONS OF THE STATE FIRE MARSHAL, NEVADA DEPARTMENT OF PUBLIC SAFETY (NAC CHAPTER 477, STATE FIRE MARSHAL). B.CURRENT REGULATIONS OF THE DIVISION OF INDUSTRIAL RELATIONS, NEVADA DEPARTMENT OF BUSINESS AND INDUSTRY (NAC CHAPTER 455C). CURRENT REGULATIONS OF THE DIVISION OF INDUSTRIAL RELATIONS, NEVADA DEPARTMENT OF BUSINESS AND INDUSTRY (NAC CHAPTER 455C). C.CURRENT REGULATIONS OF THE HEALTH DIVISION, NEVADA DEPARTMENT OF HEALTH AND HUMAN SERVICES (NAC CHAPTER 446). CURRENT REGULATIONS OF THE HEALTH DIVISION, NEVADA DEPARTMENT OF HEALTH AND HUMAN SERVICES (NAC CHAPTER 446). D.CURRENT REGULATIONS OF THE DIVISION OF ENVIRONMENTAL PROTECTION, NEVADA DEPARTMENT OF CONVERSATION AND NATURAL RESOURCES. CURRENT REGULATIONS OF THE DIVISION OF ENVIRONMENTAL PROTECTION, NEVADA DEPARTMENT OF CONVERSATION AND NATURAL RESOURCES. E.CURRENT EDITION OF THE AMERICANS WITH DISABILITIES ACT (ADA), UNITED STATES DEPARTMENT OF JUSTICE. CURRENT EDITION OF THE AMERICANS WITH DISABILITIES ACT (ADA), UNITED STATES DEPARTMENT OF JUSTICE. F.ICC / ANSI A117.1 ICC / ANSI A117.1 G.LOCAL CODES, ORDINANCES AND REGULATIONS AS APPLICABLE. LOCAL CODES, ORDINANCES AND REGULATIONS AS APPLICABLE. 10.EXTERNAL FIRE RATING: UL CLASS A EXTERNAL FIRE RATING: UL CLASS A 11.ROOF SYSTEM DESIGN WIND LOAD PRESSURES:UP TO 24HUP TO 40HUP TO 60HUP TO 110H ROOF SYSTEM DESIGN WIND LOAD PRESSURES:UP TO 24HUP TO 40HUP TO 60HUP TO 110H UP TO 24HUP TO 40HUP TO 60HUP TO 110H UP TO 40HUP TO 60HUP TO 110H UP TO 60HUP TO 110H UP TO 110H A.FIELD:-24 PSF-27 PSF-30 PSF-45 PSF FIELD:-24 PSF-27 PSF-30 PSF-45 PSF -24 PSF-27 PSF-30 PSF-45 PSF -27 PSF-30 PSF-45 PSF -30 PSF-45 PSF -45 PSF B.PERIMETER:-41 PSF-46 PSF-50 PSF-71 PSF PERIMETER:-41 PSF-46 PSF-50 PSF-71 PSF -41 PSF-46 PSF-50 PSF-71 PSF -46 PSF-50 PSF-71 PSF -50 PSF-71 PSF -71 PSF C.CORNER:-62 PSF-69 PSF-75 PSF-97 PSF CORNER:-62 PSF-69 PSF-75 PSF-97 PSF -62 PSF-69 PSF-75 PSF-97 PSF -69 PSF-75 PSF-97 PSF -75 PSF-97 PSF -97 PSF 12.COPING AND EDGE METAL ANSI / SPRI ES-1 DESIGN WIND PRESSURES (ADD SAFETY FACTOR OF TWO [2]): COPING AND EDGE METAL ANSI / SPRI ES-1 DESIGN WIND PRESSURES (ADD SAFETY FACTOR OF TWO [2]): A.HORIZONTAL:49 HORIZONTAL:49 49 B.VERTICAL:125 VERTICAL:125 125 13.FM GLOBAL COMPLIANCE: FM GLOBAL COMPLIANCE: A.FIELD:MIN. FM 1-90 FIELD:MIN. FM 1-90 MIN. FM 1-90 B.PERIMETER:MIN. FM 1-105 PERIMETER:MIN. FM 1-105 MIN. FM 1-105 C.CORNER:MIN. FM 1-150CORNER:MIN. FM 1-150MIN. FM 1-150
AutoCAD SHX Text
CODE COMPLIANCE
AutoCAD SHX Text
GENERAL PROJECT NOTES
AutoCAD SHX Text
1.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE FEDERAL, STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE STATE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE AND LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE LOCAL BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE BUILDING CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE CODES AND RESTRICTIONS. CONTRACTOR SHALL SECURE AND RESTRICTIONS. CONTRACTOR SHALL SECURE AND RESTRICTIONS. CONTRACTOR SHALL SECURE RESTRICTIONS. CONTRACTOR SHALL SECURE RESTRICTIONS. CONTRACTOR SHALL SECURE CONTRACTOR SHALL SECURE CONTRACTOR SHALL SECURE CONTRACTOR SHALL SECURE SHALL SECURE SHALL SECURE SECURE SECURE ALL PERMITS AND / OR LICENSES. 2.CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE SHALL MAINTAIN A MINIMUM OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE SHALL MAINTAIN A MINIMUM OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE MAINTAIN A MINIMUM OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE MAINTAIN A MINIMUM OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE A MINIMUM OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE A MINIMUM OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE MINIMUM OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE MINIMUM OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE OF ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE SET OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE OF CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE CONSTRUCTION DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE DOCUMENTS AT THE PROJECT SITE ONT HE ROOF. INCLUDE AT THE PROJECT SITE ONT HE ROOF. INCLUDE AT THE PROJECT SITE ONT HE ROOF. INCLUDE THE PROJECT SITE ONT HE ROOF. INCLUDE THE PROJECT SITE ONT HE ROOF. INCLUDE PROJECT SITE ONT HE ROOF. INCLUDE PROJECT SITE ONT HE ROOF. INCLUDE SITE ONT HE ROOF. INCLUDE SITE ONT HE ROOF. INCLUDE ONT HE ROOF. INCLUDE ONT HE ROOF. INCLUDE HE ROOF. INCLUDE HE ROOF. INCLUDE ROOF. INCLUDE ROOF. INCLUDE INCLUDE INCLUDE INCLUDE COPIES OF ADDENDA, CHANGE ORDERS, SUBMITTALS AND REVIEWED SHOP DRAWINGS. 3.CONFLICTS AND DISCREPANCIES WITHIN THE PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH CONFLICTS AND DISCREPANCIES WITHIN THE PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH AND DISCREPANCIES WITHIN THE PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH AND DISCREPANCIES WITHIN THE PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH DISCREPANCIES WITHIN THE PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH DISCREPANCIES WITHIN THE PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH WITHIN THE PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH WITHIN THE PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH THE PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH THE PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH PLANS AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH AND SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH SPECIFICATIONS ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH ARE NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH NOT INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH INTENDED. CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH SHALL CLARIFY ANY DISCREPANCIES WITH SHALL CLARIFY ANY DISCREPANCIES WITH CLARIFY ANY DISCREPANCIES WITH CLARIFY ANY DISCREPANCIES WITH ANY DISCREPANCIES WITH ANY DISCREPANCIES WITH DISCREPANCIES WITH DISCREPANCIES WITH WITH WITH THE OWNER / DESIGNER PRIOR TO BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / OWNER / DESIGNER PRIOR TO BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / OWNER / DESIGNER PRIOR TO BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / / DESIGNER PRIOR TO BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / / DESIGNER PRIOR TO BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / DESIGNER PRIOR TO BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / DESIGNER PRIOR TO BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / PRIOR TO BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / PRIOR TO BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / TO BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / TO BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / BIDDING. THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / THE MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / MORE STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / STRINGENT REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / REQUIREMENT SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / SHALL APPLY UNLESS APPROVED IN WRITING BY THE OWNER / APPLY UNLESS APPROVED IN WRITING BY THE OWNER / APPLY UNLESS APPROVED IN WRITING BY THE OWNER / UNLESS APPROVED IN WRITING BY THE OWNER / UNLESS APPROVED IN WRITING BY THE OWNER / APPROVED IN WRITING BY THE OWNER / APPROVED IN WRITING BY THE OWNER / IN WRITING BY THE OWNER / IN WRITING BY THE OWNER / WRITING BY THE OWNER / WRITING BY THE OWNER / BY THE OWNER / BY THE OWNER / THE OWNER / THE OWNER / OWNER / OWNER / / / DESIGNER. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR PROJECT SITE SECURITY FOR DURATION OF PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROJECT SITE SECURITY FOR DURATION OF PROJECT. 5.SITE SHALL BE KEPT ORDERLY, NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS SITE SHALL BE KEPT ORDERLY, NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS SHALL BE KEPT ORDERLY, NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS SHALL BE KEPT ORDERLY, NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS BE KEPT ORDERLY, NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS BE KEPT ORDERLY, NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS KEPT ORDERLY, NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS KEPT ORDERLY, NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS ORDERLY, NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS ORDERLY, NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS NEAT AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS AND CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS CLEAN AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS AT ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS ALL TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS TIMES. MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS MATERIALS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS AND EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS EQUIPMENTS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS SHALL BE SECURE AT ALL TIMES. REMOVE DEBRIS BE SECURE AT ALL TIMES. REMOVE DEBRIS BE SECURE AT ALL TIMES. REMOVE DEBRIS SECURE AT ALL TIMES. REMOVE DEBRIS SECURE AT ALL TIMES. REMOVE DEBRIS AT ALL TIMES. REMOVE DEBRIS AT ALL TIMES. REMOVE DEBRIS ALL TIMES. REMOVE DEBRIS ALL TIMES. REMOVE DEBRIS TIMES. REMOVE DEBRIS TIMES. REMOVE DEBRIS REMOVE DEBRIS REMOVE DEBRIS REMOVE DEBRIS DEBRIS DEBRIS FROM ROOF AT A MINIMUM DAILY, MORE OFTEN IF REQUIRED. ALL AREAS SHALL BE LEFT IN BROOM CLEAN CONDITION AT THE END OF WORK DAILY. 6.CONTRACTOR SHALL FIELD VERIFY INFORMATION PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND CONTRACTOR SHALL FIELD VERIFY INFORMATION PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND SHALL FIELD VERIFY INFORMATION PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND SHALL FIELD VERIFY INFORMATION PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND FIELD VERIFY INFORMATION PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND FIELD VERIFY INFORMATION PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND VERIFY INFORMATION PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND VERIFY INFORMATION PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND INFORMATION PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND INFORMATION PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND PROVIDED IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND IN THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND THESE DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND DRAWINGS TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND TO THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND THEIR OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND OWN SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND SATISFACTION PRIOR TO BIDDING. ALL DIMENSIONS AND PRIOR TO BIDDING. ALL DIMENSIONS AND PRIOR TO BIDDING. ALL DIMENSIONS AND TO BIDDING. ALL DIMENSIONS AND TO BIDDING. ALL DIMENSIONS AND BIDDING. ALL DIMENSIONS AND BIDDING. ALL DIMENSIONS AND ALL DIMENSIONS AND ALL DIMENSIONS AND ALL DIMENSIONS AND DIMENSIONS AND DIMENSIONS AND AND AND QUANTITIES TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO BIDDING. 7.SAFETY FIRST. CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO SAFETY FIRST. CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO FIRST. CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO FIRST. CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO AND LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO LOCAL SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO SAFETY REQUIREMENTS INCLUDING BUT NOT LIMITED TO REQUIREMENTS INCLUDING BUT NOT LIMITED TO REQUIREMENTS INCLUDING BUT NOT LIMITED TO INCLUDING BUT NOT LIMITED TO INCLUDING BUT NOT LIMITED TO BUT NOT LIMITED TO BUT NOT LIMITED TO NOT LIMITED TO NOT LIMITED TO LIMITED TO LIMITED TO TO TO THOSE REQUIRED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC REQUIRED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC REQUIRED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC SAFETY AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC SAFETY AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC AND HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC HEALTH ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC ADMINISTRATION (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC (OSHA). CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC CONTRACTOR SHALL PROVIDE AND ABIDE BY SITE SPECIFIC SHALL PROVIDE AND ABIDE BY SITE SPECIFIC SHALL PROVIDE AND ABIDE BY SITE SPECIFIC PROVIDE AND ABIDE BY SITE SPECIFIC PROVIDE AND ABIDE BY SITE SPECIFIC AND ABIDE BY SITE SPECIFIC AND ABIDE BY SITE SPECIFIC ABIDE BY SITE SPECIFIC ABIDE BY SITE SPECIFIC BY SITE SPECIFIC BY SITE SPECIFIC SITE SPECIFIC SITE SPECIFIC SPECIFIC SPECIFIC SAFETY PLAN. ENSURE THE SAFETY OF OCCUPANTS AND WORKERS AT ALL TIMES. 8.CONTRACTOR AT ITS SOLE DISCRETION IS RESPONSIBLE FOR ALL MEANS, METHODS, SEQUENCING, ETC. CONTRACTOR AT ITS SOLE DISCRETION IS RESPONSIBLE FOR ALL MEANS, METHODS, SEQUENCING, ETC. 9.CONTRACTOR SHALL PROVIDE ALL TEMPORARY UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. CONTRACTOR SHALL PROVIDE ALL TEMPORARY UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. SHALL PROVIDE ALL TEMPORARY UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. SHALL PROVIDE ALL TEMPORARY UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. PROVIDE ALL TEMPORARY UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. PROVIDE ALL TEMPORARY UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. ALL TEMPORARY UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. ALL TEMPORARY UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. TEMPORARY UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. TEMPORARY UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. UTILITIES AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. AS REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. REQUIRED INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. INCLUDING BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. BUT NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. NOT LIMITED TO, POWER, WATER AND TOILET FACILITIES. LIMITED TO, POWER, WATER AND TOILET FACILITIES. LIMITED TO, POWER, WATER AND TOILET FACILITIES. TO, POWER, WATER AND TOILET FACILITIES. TO, POWER, WATER AND TOILET FACILITIES. POWER, WATER AND TOILET FACILITIES. POWER, WATER AND TOILET FACILITIES. WATER AND TOILET FACILITIES. WATER AND TOILET FACILITIES. AND TOILET FACILITIES. AND TOILET FACILITIES. TOILET FACILITIES. TOILET FACILITIES. FACILITIES. FACILITIES. DOWNSPOUTS SHALL BE TESTED PRIOR TO BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN SHALL BE TESTED PRIOR TO BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN SHALL BE TESTED PRIOR TO BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN BE TESTED PRIOR TO BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN BE TESTED PRIOR TO BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN TESTED PRIOR TO BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN TESTED PRIOR TO BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN PRIOR TO BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN PRIOR TO BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN TO BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN TO BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN BEGINNING WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN WORK AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN AND UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN UPON COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN COMPLETION. CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN CONTRACTOR SHALL PREVENT DEBRIS OR OTHER FOREIGN SHALL PREVENT DEBRIS OR OTHER FOREIGN SHALL PREVENT DEBRIS OR OTHER FOREIGN PREVENT DEBRIS OR OTHER FOREIGN PREVENT DEBRIS OR OTHER FOREIGN DEBRIS OR OTHER FOREIGN DEBRIS OR OTHER FOREIGN OR OTHER FOREIGN OR OTHER FOREIGN OTHER FOREIGN OTHER FOREIGN FOREIGN FOREIGN MATERIALS FROM ENTERING DOWNSPOUTS. DOWNSPOUTS SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER FROM ENTERING DOWNSPOUTS. DOWNSPOUTS SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER FROM ENTERING DOWNSPOUTS. DOWNSPOUTS SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER ENTERING DOWNSPOUTS. DOWNSPOUTS SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER ENTERING DOWNSPOUTS. DOWNSPOUTS SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER DOWNSPOUTS. DOWNSPOUTS SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER DOWNSPOUTS. DOWNSPOUTS SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER DOWNSPOUTS SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER DOWNSPOUTS SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER DOWNSPOUTS SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER SHALL BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER BE FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER FULLY OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER OPERATIONAL AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER AND FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER FUNCTION PRIOR TO THE ONSET OF INCLEMENT WEATHER PRIOR TO THE ONSET OF INCLEMENT WEATHER PRIOR TO THE ONSET OF INCLEMENT WEATHER TO THE ONSET OF INCLEMENT WEATHER TO THE ONSET OF INCLEMENT WEATHER THE ONSET OF INCLEMENT WEATHER THE ONSET OF INCLEMENT WEATHER ONSET OF INCLEMENT WEATHER ONSET OF INCLEMENT WEATHER OF INCLEMENT WEATHER OF INCLEMENT WEATHER INCLEMENT WEATHER INCLEMENT WEATHER WEATHER WEATHER OR AT THE END OF EACH DAY, WHICHEVER OCCURS FIRST. 10.CONTRACTOR SHALL CONDUCT PRE-INSTALLATION INSPECTION TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, CONTRACTOR SHALL CONDUCT PRE-INSTALLATION INSPECTION TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, SHALL CONDUCT PRE-INSTALLATION INSPECTION TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, SHALL CONDUCT PRE-INSTALLATION INSPECTION TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, CONDUCT PRE-INSTALLATION INSPECTION TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, CONDUCT PRE-INSTALLATION INSPECTION TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, PRE-INSTALLATION INSPECTION TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, PRE-INSTALLATION INSPECTION TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, INSPECTION TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, INSPECTION TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, TO DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, DOCUMENT PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, PRE-EXISTING DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, DAMAGE, DETERIORATION, INOPERABLE EQUIPMENT, DETERIORATION, INOPERABLE EQUIPMENT, DETERIORATION, INOPERABLE EQUIPMENT, INOPERABLE EQUIPMENT, INOPERABLE EQUIPMENT, EQUIPMENT, EQUIPMENT, INOPERABLE ROOF DRAINS, ETC. PROVIDE REPORT TO OWNER / DESIGNER.
AutoCAD SHX Text
RE-ROOFING PROJECT
AutoCAD SHX Text
A103
AutoCAD SHX Text
A104
AutoCAD SHX Text
A105
AutoCAD SHX Text
A106
AutoCAD SHX Text
A107
AutoCAD SHX Text
NOT IN SCOPE AREA A (MAIN BUILDING)
AutoCAD SHX Text
AREA B (MAIN BUILDING) DEMOLITION ROOF PLAN
AutoCAD SHX Text
AREA B (MAIN BUILDING) ROOF PLAN
AutoCAD SHX Text
AREA C (MAIN BUILDING) DEMOLITION ROOF PLAN
AutoCAD SHX Text
AREA C (MAIN BUILDING) ROOF PLAN
AutoCAD SHX Text
A501
AutoCAD SHX Text
A502
AutoCAD SHX Text
A601
AutoCAD SHX Text
ROOF DETAILS
AutoCAD SHX Text
ROOF DETAILS
AutoCAD SHX Text
SCHEDULES AND DIAGRAMS
AutoCAD SHX Text
103
AutoCAD SHX Text
104
AutoCAD SHX Text
105
AutoCAD SHX Text
106
AutoCAD SHX Text
107
AutoCAD SHX Text
501
AutoCAD SHX Text
502
AutoCAD SHX Text
601
AutoCAD SHX Text
SCALE: N.T.S
AutoCAD SHX Text
(702) 651-4676
AutoCAD SHX Text
NORTH LAS VEGAS, NV 89030
AutoCAD SHX Text
COLLEGE OF SOUTHERN NEVADA
AutoCAD SHX Text
JUNE 26, 2015
AutoCAD SHX Text
DATE OF ISSUE
AutoCAD SHX Text
COVERSHEET
AutoCAD SHX Text
ROOF REPLACEMENT
AutoCAD SHX Text
DRAWING TITLE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
LOCATION MAP
AutoCAD SHX Text
3200 EAST CHEYENNE AVENUE
AutoCAD SHX Text
BUILDING INFORMATION
AutoCAD SHX Text
CONSTRUCTION TYPE:II-4 II-4 OCCUPANCY: B, A-3 B, A-3B, A-3
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
DRAWING ISSUE NAME
AutoCAD SHX Text
1
AutoCAD SHX Text
CDC
AutoCAD SHX Text
01/08/16
Page 2: CURTAINWALL DESIGN CONSULTING - CSN · curtain wall design and consulting, inc. ... fm 1-90 b. perimeter: min. fm 1-105 perimeter: min. fm 1-1\ര5 min. fm 1-105 c. corner: min. fm

RE

VIS

IO

NS

B

Y D

AT

E

24

00

S

. C

IM

AR

RO

N, S

UIT

E 1

25

L

AS

V

EG

AS

, N

V 8

91

17

P

(7

02

) 2

22

-9

34

9 C

DC

-U

SA

.C

OM

CU

RT

AIN

WA

LL

D

ES

IG

N C

ON

SU

LT

IN

G

TM

CSN 16-0593 Cheyenne Roof Drawings (Revised)

Page 2 of 9

AutoCAD SHX Text
A101
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
A
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NORTH LAS VEGAS, NV 89030
AutoCAD SHX Text
COLLEGE OF SOUTHERN NEVADA
AutoCAD SHX Text
3200 EAST CHEYENNE AVENUE
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
JUNE 26, 2015
AutoCAD SHX Text
DRAWING TITLE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
(702) 651-4676
AutoCAD SHX Text
ROOF REPLACEMENT
AutoCAD SHX Text
DATE OF ISSUE
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NOT IN SCOPE
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
DRAWING ISSUE NAME
AutoCAD SHX Text
1
AutoCAD SHX Text
CDC
AutoCAD SHX Text
01/08/16
Page 3: CURTAINWALL DESIGN CONSULTING - CSN · curtain wall design and consulting, inc. ... fm 1-90 b. perimeter: min. fm 1-105 perimeter: min. fm 1-1\ര5 min. fm 1-105 c. corner: min. fm

RE

VIS

IO

NS

B

Y D

AT

E

24

00

S

. C

IM

AR

RO

N, S

UIT

E 1

25

L

AS

V

EG

AS

, N

V 8

91

17

P

(7

02

) 2

22

-9

34

9 C

DC

-U

SA

.C

OM

CU

RT

AIN

WA

LL

D

ES

IG

N C

ON

SU

LT

IN

G

TM

CSN 16-0593 Cheyenne Roof Drawings (Revised)

Page 3 of 9

AutoCAD SHX Text
1.REMOVE SEALANT AND FLASHINGS FROM COLUMN AND BASE OF WINDOWS REMOVE SEALANT AND FLASHINGS FROM COLUMN AND BASE OF WINDOWS SEALANT AND FLASHINGS FROM COLUMN AND BASE OF WINDOWS SEALANT AND FLASHINGS FROM COLUMN AND BASE OF WINDOWS AND FLASHINGS FROM COLUMN AND BASE OF WINDOWS AND FLASHINGS FROM COLUMN AND BASE OF WINDOWS FLASHINGS FROM COLUMN AND BASE OF WINDOWS FLASHINGS FROM COLUMN AND BASE OF WINDOWS FROM COLUMN AND BASE OF WINDOWS FROM COLUMN AND BASE OF WINDOWS COLUMN AND BASE OF WINDOWS COLUMN AND BASE OF WINDOWS AND BASE OF WINDOWS AND BASE OF WINDOWS BASE OF WINDOWS BASE OF WINDOWS OF WINDOWS OF WINDOWS WINDOWS WINDOWS IN PREPARATION FOR NEW WORK. 2.PROPERLY REPAIR CONCRETE SUBSTRATE IN PREPARATION FOR PROPERLY REPAIR CONCRETE SUBSTRATE IN PREPARATION FOR REPAIR CONCRETE SUBSTRATE IN PREPARATION FOR REPAIR CONCRETE SUBSTRATE IN PREPARATION FOR CONCRETE SUBSTRATE IN PREPARATION FOR CONCRETE SUBSTRATE IN PREPARATION FOR SUBSTRATE IN PREPARATION FOR SUBSTRATE IN PREPARATION FOR IN PREPARATION FOR IN PREPARATION FOR PREPARATION FOR PREPARATION FOR FOR FOR INSTALLATION OF NEW TRAFFIC COATING. 3.LEAVE EXISTING THROUGH-WALL FLASHING IN PLACE AND PREPARE FOR LEAVE EXISTING THROUGH-WALL FLASHING IN PLACE AND PREPARE FOR EXISTING THROUGH-WALL FLASHING IN PLACE AND PREPARE FOR EXISTING THROUGH-WALL FLASHING IN PLACE AND PREPARE FOR THROUGH-WALL FLASHING IN PLACE AND PREPARE FOR THROUGH-WALL FLASHING IN PLACE AND PREPARE FOR FLASHING IN PLACE AND PREPARE FOR FLASHING IN PLACE AND PREPARE FOR IN PLACE AND PREPARE FOR IN PLACE AND PREPARE FOR PLACE AND PREPARE FOR PLACE AND PREPARE FOR AND PREPARE FOR AND PREPARE FOR PREPARE FOR PREPARE FOR FOR FOR REUSE. 4.REMOVE EXISTING EXPANSION JOINT MATERIAL TO FACILITATE INSTALLATION REMOVE EXISTING EXPANSION JOINT MATERIAL TO FACILITATE INSTALLATION EXISTING EXPANSION JOINT MATERIAL TO FACILITATE INSTALLATION EXISTING EXPANSION JOINT MATERIAL TO FACILITATE INSTALLATION EXPANSION JOINT MATERIAL TO FACILITATE INSTALLATION EXPANSION JOINT MATERIAL TO FACILITATE INSTALLATION JOINT MATERIAL TO FACILITATE INSTALLATION JOINT MATERIAL TO FACILITATE INSTALLATION MATERIAL TO FACILITATE INSTALLATION MATERIAL TO FACILITATE INSTALLATION TO FACILITATE INSTALLATION TO FACILITATE INSTALLATION FACILITATE INSTALLATION FACILITATE INSTALLATION INSTALLATION INSTALLATION OF NEW ROOFING SYSTEM AND NEW EXPANSION JOINT.
AutoCAD SHX Text
KEYED DEMOLITION NOTES
AutoCAD SHX Text
A104
AutoCAD SHX Text
GENERAL DEMOLITION PLAN NOTES
AutoCAD SHX Text
1.REMOVE EXISTING ROOF SYSTEM (BALLAST, MEMBRANE & INSULATION) AND REMOVE EXISTING ROOF SYSTEM (BALLAST, MEMBRANE & INSULATION) AND ALL ASSOCIATED FLASHINGS DOWN TO EXISTING LIGHTWEIGHT CONCRETE ON AREA B1. REMOVE EXISTING METAL COPING, COUNTER FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, ETC. ON AREA B1. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION FOR INSTALLATION OF NEW ROOF SYSTEM. 2.REMOVE EXISTING ROOF SYSTEM (BALLAST, MEMBRANE & INSULATION) AND REMOVE EXISTING ROOF SYSTEM (BALLAST, MEMBRANE & INSULATION) AND EXISTING ROOF SYSTEM (BALLAST, MEMBRANE & INSULATION) AND EXISTING ROOF SYSTEM (BALLAST, MEMBRANE & INSULATION) AND ROOF SYSTEM (BALLAST, MEMBRANE & INSULATION) AND ROOF SYSTEM (BALLAST, MEMBRANE & INSULATION) AND SYSTEM (BALLAST, MEMBRANE & INSULATION) AND SYSTEM (BALLAST, MEMBRANE & INSULATION) AND (BALLAST, MEMBRANE & INSULATION) AND (BALLAST, MEMBRANE & INSULATION) AND MEMBRANE & INSULATION) AND MEMBRANE & INSULATION) AND & INSULATION) AND & INSULATION) AND INSULATION) AND INSULATION) AND AND AND ALL ASSOCIATED FLASHINGS DOWN TO CONCRETE DECK ON AREA B2. ASSOCIATED FLASHINGS DOWN TO CONCRETE DECK ON AREA B2. ASSOCIATED FLASHINGS DOWN TO CONCRETE DECK ON AREA B2. FLASHINGS DOWN TO CONCRETE DECK ON AREA B2. FLASHINGS DOWN TO CONCRETE DECK ON AREA B2. DOWN TO CONCRETE DECK ON AREA B2. DOWN TO CONCRETE DECK ON AREA B2. TO CONCRETE DECK ON AREA B2. TO CONCRETE DECK ON AREA B2. CONCRETE DECK ON AREA B2. CONCRETE DECK ON AREA B2. DECK ON AREA B2. DECK ON AREA B2. ON AREA B2. ON AREA B2. AREA B2. AREA B2. B2. B2. REMOVE EXISTING METAL COPING, COUNTER FLASHINGS, METAL FLASHINGS, EXISTING METAL COPING, COUNTER FLASHINGS, METAL FLASHINGS, EXISTING METAL COPING, COUNTER FLASHINGS, METAL FLASHINGS, METAL COPING, COUNTER FLASHINGS, METAL FLASHINGS, METAL COPING, COUNTER FLASHINGS, METAL FLASHINGS, COPING, COUNTER FLASHINGS, METAL FLASHINGS, COPING, COUNTER FLASHINGS, METAL FLASHINGS, COUNTER FLASHINGS, METAL FLASHINGS, COUNTER FLASHINGS, METAL FLASHINGS, FLASHINGS, METAL FLASHINGS, FLASHINGS, METAL FLASHINGS, METAL FLASHINGS, METAL FLASHINGS, FLASHINGS, FLASHINGS, BASE FLASHINGS, SCUPPERS, ETC. ON AREA B2. PROPERLY PREPARE FLASHINGS, SCUPPERS, ETC. ON AREA B2. PROPERLY PREPARE FLASHINGS, SCUPPERS, ETC. ON AREA B2. PROPERLY PREPARE SCUPPERS, ETC. ON AREA B2. PROPERLY PREPARE SCUPPERS, ETC. ON AREA B2. PROPERLY PREPARE ETC. ON AREA B2. PROPERLY PREPARE ETC. ON AREA B2. PROPERLY PREPARE ON AREA B2. PROPERLY PREPARE ON AREA B2. PROPERLY PREPARE AREA B2. PROPERLY PREPARE AREA B2. PROPERLY PREPARE B2. PROPERLY PREPARE B2. PROPERLY PREPARE PROPERLY PREPARE PROPERLY PREPARE PROPERLY PREPARE PREPARE PREPARE SUBSTRATE(S) IN PREPARATION FOR INSTALLATION OF NEW ROOF SYSTEM. 3.REMOVE ABANDONED CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND REMOVE ABANDONED CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND ABANDONED CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND ABANDONED CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND PIPES, CURBS, EQUIPMENT, ETC. AND PIPES, CURBS, EQUIPMENT, ETC. AND CURBS, EQUIPMENT, ETC. AND CURBS, EQUIPMENT, ETC. AND EQUIPMENT, ETC. AND EQUIPMENT, ETC. AND ETC. AND ETC. AND AND AND PREPARE SUBSTRATE(S) IN PREPARATION FOR INSTALLATION OF NEW ROOF SUBSTRATE(S) IN PREPARATION FOR INSTALLATION OF NEW ROOF SUBSTRATE(S) IN PREPARATION FOR INSTALLATION OF NEW ROOF IN PREPARATION FOR INSTALLATION OF NEW ROOF IN PREPARATION FOR INSTALLATION OF NEW ROOF PREPARATION FOR INSTALLATION OF NEW ROOF PREPARATION FOR INSTALLATION OF NEW ROOF FOR INSTALLATION OF NEW ROOF FOR INSTALLATION OF NEW ROOF INSTALLATION OF NEW ROOF INSTALLATION OF NEW ROOF OF NEW ROOF OF NEW ROOF NEW ROOF NEW ROOF ROOF ROOF SYSTEM. 4.ROOF DECK REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH ROOF DECK REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH DECK REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH DECK REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH SHALL BE MADE IF REQUIRED AND IN CONCERT WITH SHALL BE MADE IF REQUIRED AND IN CONCERT WITH BE MADE IF REQUIRED AND IN CONCERT WITH BE MADE IF REQUIRED AND IN CONCERT WITH MADE IF REQUIRED AND IN CONCERT WITH MADE IF REQUIRED AND IN CONCERT WITH IF REQUIRED AND IN CONCERT WITH IF REQUIRED AND IN CONCERT WITH REQUIRED AND IN CONCERT WITH REQUIRED AND IN CONCERT WITH AND IN CONCERT WITH AND IN CONCERT WITH IN CONCERT WITH IN CONCERT WITH CONCERT WITH CONCERT WITH WITH WITH BUILDING CODE, ASTM REPAIR RECOMMENDATIONS AND WET STAMP CODE, ASTM REPAIR RECOMMENDATIONS AND WET STAMP CODE, ASTM REPAIR RECOMMENDATIONS AND WET STAMP ASTM REPAIR RECOMMENDATIONS AND WET STAMP ASTM REPAIR RECOMMENDATIONS AND WET STAMP REPAIR RECOMMENDATIONS AND WET STAMP REPAIR RECOMMENDATIONS AND WET STAMP RECOMMENDATIONS AND WET STAMP RECOMMENDATIONS AND WET STAMP AND WET STAMP AND WET STAMP WET STAMP WET STAMP STAMP STAMP ENGINEERING BY CONTRACTOR (AS REQUIRED BY THE NATURE OF THE BY CONTRACTOR (AS REQUIRED BY THE NATURE OF THE BY CONTRACTOR (AS REQUIRED BY THE NATURE OF THE CONTRACTOR (AS REQUIRED BY THE NATURE OF THE CONTRACTOR (AS REQUIRED BY THE NATURE OF THE (AS REQUIRED BY THE NATURE OF THE (AS REQUIRED BY THE NATURE OF THE REQUIRED BY THE NATURE OF THE REQUIRED BY THE NATURE OF THE BY THE NATURE OF THE BY THE NATURE OF THE THE NATURE OF THE THE NATURE OF THE NATURE OF THE NATURE OF THE OF THE OF THE THE THE REPAIRS ONCE CONDITIONS ARE REVIEWED IN THE FIELD). 5.CONTRACTOR SHALL VERIFY EXISTING DECK AND / OR SUBSTRATE(S) ARE CONTRACTOR SHALL VERIFY EXISTING DECK AND / OR SUBSTRATE(S) ARE SHALL VERIFY EXISTING DECK AND / OR SUBSTRATE(S) ARE SHALL VERIFY EXISTING DECK AND / OR SUBSTRATE(S) ARE VERIFY EXISTING DECK AND / OR SUBSTRATE(S) ARE VERIFY EXISTING DECK AND / OR SUBSTRATE(S) ARE EXISTING DECK AND / OR SUBSTRATE(S) ARE EXISTING DECK AND / OR SUBSTRATE(S) ARE DECK AND / OR SUBSTRATE(S) ARE DECK AND / OR SUBSTRATE(S) ARE AND / OR SUBSTRATE(S) ARE AND / OR SUBSTRATE(S) ARE / OR SUBSTRATE(S) ARE / OR SUBSTRATE(S) ARE OR SUBSTRATE(S) ARE OR SUBSTRATE(S) ARE SUBSTRATE(S) ARE SUBSTRATE(S) ARE ARE ARE SOUND, DRY AND FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW DRY AND FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW DRY AND FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW AND FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW AND FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW OF DEFECTS PRIOR TO INSTALLATION OF NEW OF DEFECTS PRIOR TO INSTALLATION OF NEW DEFECTS PRIOR TO INSTALLATION OF NEW DEFECTS PRIOR TO INSTALLATION OF NEW PRIOR TO INSTALLATION OF NEW PRIOR TO INSTALLATION OF NEW TO INSTALLATION OF NEW TO INSTALLATION OF NEW INSTALLATION OF NEW INSTALLATION OF NEW OF NEW OF NEW NEW NEW WORK. REPLACE DAMAGED AND / OR DETERIORATED SUBSTRATES / REPLACE DAMAGED AND / OR DETERIORATED SUBSTRATES / REPLACE DAMAGED AND / OR DETERIORATED SUBSTRATES / REPLACE DAMAGED AND / OR DETERIORATED SUBSTRATES / DAMAGED AND / OR DETERIORATED SUBSTRATES / DAMAGED AND / OR DETERIORATED SUBSTRATES / AND / OR DETERIORATED SUBSTRATES / AND / OR DETERIORATED SUBSTRATES / / OR DETERIORATED SUBSTRATES / / OR DETERIORATED SUBSTRATES / OR DETERIORATED SUBSTRATES / OR DETERIORATED SUBSTRATES / DETERIORATED SUBSTRATES / DETERIORATED SUBSTRATES / SUBSTRATES / SUBSTRATES / / / DECKING. 6.CONTRACTOR SHALL PROVIDE INTERIOR PROTECTION AS REQUIRED TO CONTRACTOR SHALL PROVIDE INTERIOR PROTECTION AS REQUIRED TO SHALL PROVIDE INTERIOR PROTECTION AS REQUIRED TO SHALL PROVIDE INTERIOR PROTECTION AS REQUIRED TO PROVIDE INTERIOR PROTECTION AS REQUIRED TO PROVIDE INTERIOR PROTECTION AS REQUIRED TO INTERIOR PROTECTION AS REQUIRED TO INTERIOR PROTECTION AS REQUIRED TO PROTECTION AS REQUIRED TO PROTECTION AS REQUIRED TO AS REQUIRED TO AS REQUIRED TO REQUIRED TO REQUIRED TO TO TO PROTECT BUILDING OCCUPANTS AND CONTENTS FROM HARM AND / OR BUILDING OCCUPANTS AND CONTENTS FROM HARM AND / OR BUILDING OCCUPANTS AND CONTENTS FROM HARM AND / OR OCCUPANTS AND CONTENTS FROM HARM AND / OR OCCUPANTS AND CONTENTS FROM HARM AND / OR AND CONTENTS FROM HARM AND / OR AND CONTENTS FROM HARM AND / OR CONTENTS FROM HARM AND / OR CONTENTS FROM HARM AND / OR FROM HARM AND / OR FROM HARM AND / OR HARM AND / OR HARM AND / OR AND / OR AND / OR / OR / OR OR OR DAMAGE. INTERIOR PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. INTERIOR PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. INTERIOR PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. INTERIOR PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. SHALL ALSO CONTROL DUST AND DEBRIS. SHALL ALSO CONTROL DUST AND DEBRIS. ALSO CONTROL DUST AND DEBRIS. ALSO CONTROL DUST AND DEBRIS. CONTROL DUST AND DEBRIS. CONTROL DUST AND DEBRIS. DUST AND DEBRIS. DUST AND DEBRIS. AND DEBRIS. AND DEBRIS. DEBRIS. DEBRIS. PROTECTION SHALL REMAIN IN PLACE FOR PROJECT DURATION. 7.CONTRACTOR SHALL IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, CONTRACTOR SHALL IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, SHALL IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, SHALL IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, MEASURES TO PREVENT DUST, DEBRIS, MEASURES TO PREVENT DUST, DEBRIS, TO PREVENT DUST, DEBRIS, TO PREVENT DUST, DEBRIS, PREVENT DUST, DEBRIS, PREVENT DUST, DEBRIS, DUST, DEBRIS, DUST, DEBRIS, DEBRIS, DEBRIS, ODORS AND FUMES FROM ENTERING THE BUILDING AND / OR OCCUPIED AND FUMES FROM ENTERING THE BUILDING AND / OR OCCUPIED AND FUMES FROM ENTERING THE BUILDING AND / OR OCCUPIED FUMES FROM ENTERING THE BUILDING AND / OR OCCUPIED FUMES FROM ENTERING THE BUILDING AND / OR OCCUPIED FROM ENTERING THE BUILDING AND / OR OCCUPIED FROM ENTERING THE BUILDING AND / OR OCCUPIED ENTERING THE BUILDING AND / OR OCCUPIED ENTERING THE BUILDING AND / OR OCCUPIED THE BUILDING AND / OR OCCUPIED THE BUILDING AND / OR OCCUPIED BUILDING AND / OR OCCUPIED BUILDING AND / OR OCCUPIED AND / OR OCCUPIED AND / OR OCCUPIED / OR OCCUPIED / OR OCCUPIED OR OCCUPIED OR OCCUPIED OCCUPIED OCCUPIED SPACES. PROTECTIVE MEASURES SHALL REMAIN OPERATIONAL AS PROTECTIVE MEASURES SHALL REMAIN OPERATIONAL AS PROTECTIVE MEASURES SHALL REMAIN OPERATIONAL AS PROTECTIVE MEASURES SHALL REMAIN OPERATIONAL AS MEASURES SHALL REMAIN OPERATIONAL AS MEASURES SHALL REMAIN OPERATIONAL AS SHALL REMAIN OPERATIONAL AS SHALL REMAIN OPERATIONAL AS REMAIN OPERATIONAL AS REMAIN OPERATIONAL AS OPERATIONAL AS OPERATIONAL AS AS AS REQUIRED FOR THE DURATION OF THE PROJECT. 8.CONTRACTOR SHALL COORDINATE THE SHUTDOWN OF ANY ROOF TOP CONTRACTOR SHALL COORDINATE THE SHUTDOWN OF ANY ROOF TOP SHALL COORDINATE THE SHUTDOWN OF ANY ROOF TOP SHALL COORDINATE THE SHUTDOWN OF ANY ROOF TOP COORDINATE THE SHUTDOWN OF ANY ROOF TOP COORDINATE THE SHUTDOWN OF ANY ROOF TOP THE SHUTDOWN OF ANY ROOF TOP THE SHUTDOWN OF ANY ROOF TOP SHUTDOWN OF ANY ROOF TOP SHUTDOWN OF ANY ROOF TOP OF ANY ROOF TOP OF ANY ROOF TOP ANY ROOF TOP ANY ROOF TOP ROOF TOP ROOF TOP TOP TOP EQUIPMENT WITH THE OWNER. 9.CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP SHALL REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP SHALL REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP AND DISPOSE OF ANY ABANDONED ROOF TOP AND DISPOSE OF ANY ABANDONED ROOF TOP DISPOSE OF ANY ABANDONED ROOF TOP DISPOSE OF ANY ABANDONED ROOF TOP OF ANY ABANDONED ROOF TOP OF ANY ABANDONED ROOF TOP ANY ABANDONED ROOF TOP ANY ABANDONED ROOF TOP ABANDONED ROOF TOP ABANDONED ROOF TOP ROOF TOP ROOF TOP TOP TOP EQUIPMENT AND PENETRATIONS AS IDENTIFIED BY THE OWNER. OPENINGS AND PENETRATIONS AS IDENTIFIED BY THE OWNER. OPENINGS AND PENETRATIONS AS IDENTIFIED BY THE OWNER. OPENINGS PENETRATIONS AS IDENTIFIED BY THE OWNER. OPENINGS PENETRATIONS AS IDENTIFIED BY THE OWNER. OPENINGS AS IDENTIFIED BY THE OWNER. OPENINGS AS IDENTIFIED BY THE OWNER. OPENINGS IDENTIFIED BY THE OWNER. OPENINGS IDENTIFIED BY THE OWNER. OPENINGS BY THE OWNER. OPENINGS BY THE OWNER. OPENINGS THE OWNER. OPENINGS THE OWNER. OPENINGS OWNER. OPENINGS OWNER. OPENINGS OPENINGS OPENINGS OPENINGS IN THE DECK SHALL BE REPAIRED. OPENINGS IN THE DECK SHALL BE THE DECK SHALL BE REPAIRED. OPENINGS IN THE DECK SHALL BE THE DECK SHALL BE REPAIRED. OPENINGS IN THE DECK SHALL BE DECK SHALL BE REPAIRED. OPENINGS IN THE DECK SHALL BE DECK SHALL BE REPAIRED. OPENINGS IN THE DECK SHALL BE SHALL BE REPAIRED. OPENINGS IN THE DECK SHALL BE SHALL BE REPAIRED. OPENINGS IN THE DECK SHALL BE BE REPAIRED. OPENINGS IN THE DECK SHALL BE BE REPAIRED. OPENINGS IN THE DECK SHALL BE REPAIRED. OPENINGS IN THE DECK SHALL BE REPAIRED. OPENINGS IN THE DECK SHALL BE OPENINGS IN THE DECK SHALL BE OPENINGS IN THE DECK SHALL BE OPENINGS IN THE DECK SHALL BE IN THE DECK SHALL BE IN THE DECK SHALL BE THE DECK SHALL BE THE DECK SHALL BE DECK SHALL BE DECK SHALL BE SHALL BE SHALL BE BE BE REPAIRED WITH DECKING TO MATCH EXISTING. INSTALL INSULATION TO WITH DECKING TO MATCH EXISTING. INSTALL INSULATION TO WITH DECKING TO MATCH EXISTING. INSTALL INSULATION TO DECKING TO MATCH EXISTING. INSTALL INSULATION TO DECKING TO MATCH EXISTING. INSTALL INSULATION TO TO MATCH EXISTING. INSTALL INSULATION TO TO MATCH EXISTING. INSTALL INSULATION TO MATCH EXISTING. INSTALL INSULATION TO MATCH EXISTING. INSTALL INSULATION TO EXISTING. INSTALL INSULATION TO EXISTING. INSTALL INSULATION TO INSTALL INSULATION TO INSTALL INSULATION TO INSTALL INSULATION TO INSULATION TO INSULATION TO TO TO MATCH EXISTING TYPE AND THICKNESS. 10.PRIOR TO STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND PRIOR TO STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND TO STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND TO STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND PROPERLY SECURE ROOF TOP EQUIPMENT AND PROPERLY SECURE ROOF TOP EQUIPMENT AND SECURE ROOF TOP EQUIPMENT AND SECURE ROOF TOP EQUIPMENT AND ROOF TOP EQUIPMENT AND ROOF TOP EQUIPMENT AND TOP EQUIPMENT AND TOP EQUIPMENT AND EQUIPMENT AND EQUIPMENT AND AND AND PENETRATIONS INCLUDING BUT NOT LIMITED TO PIPES, DUCT WORK, INCLUDING BUT NOT LIMITED TO PIPES, DUCT WORK, INCLUDING BUT NOT LIMITED TO PIPES, DUCT WORK, BUT NOT LIMITED TO PIPES, DUCT WORK, BUT NOT LIMITED TO PIPES, DUCT WORK, NOT LIMITED TO PIPES, DUCT WORK, NOT LIMITED TO PIPES, DUCT WORK, LIMITED TO PIPES, DUCT WORK, LIMITED TO PIPES, DUCT WORK, TO PIPES, DUCT WORK, TO PIPES, DUCT WORK, PIPES, DUCT WORK, PIPES, DUCT WORK, DUCT WORK, DUCT WORK, WORK, WORK, INTERIOR CONNECTIONS, ETC. DO NOT ALLOW EQUIPMENT, PIPES, DUCT CONNECTIONS, ETC. DO NOT ALLOW EQUIPMENT, PIPES, DUCT CONNECTIONS, ETC. DO NOT ALLOW EQUIPMENT, PIPES, DUCT ETC. DO NOT ALLOW EQUIPMENT, PIPES, DUCT ETC. DO NOT ALLOW EQUIPMENT, PIPES, DUCT DO NOT ALLOW EQUIPMENT, PIPES, DUCT DO NOT ALLOW EQUIPMENT, PIPES, DUCT DO NOT ALLOW EQUIPMENT, PIPES, DUCT NOT ALLOW EQUIPMENT, PIPES, DUCT NOT ALLOW EQUIPMENT, PIPES, DUCT ALLOW EQUIPMENT, PIPES, DUCT ALLOW EQUIPMENT, PIPES, DUCT EQUIPMENT, PIPES, DUCT EQUIPMENT, PIPES, DUCT PIPES, DUCT PIPES, DUCT DUCT DUCT WORK, ETC. TO SAGE OR FAIL. PROPERLY SUPPORT AT ALL TIMES. KEEP ETC. TO SAGE OR FAIL. PROPERLY SUPPORT AT ALL TIMES. KEEP ETC. TO SAGE OR FAIL. PROPERLY SUPPORT AT ALL TIMES. KEEP TO SAGE OR FAIL. PROPERLY SUPPORT AT ALL TIMES. KEEP TO SAGE OR FAIL. PROPERLY SUPPORT AT ALL TIMES. KEEP SAGE OR FAIL. PROPERLY SUPPORT AT ALL TIMES. KEEP SAGE OR FAIL. PROPERLY SUPPORT AT ALL TIMES. KEEP OR FAIL. PROPERLY SUPPORT AT ALL TIMES. KEEP OR FAIL. PROPERLY SUPPORT AT ALL TIMES. KEEP FAIL. PROPERLY SUPPORT AT ALL TIMES. KEEP FAIL. PROPERLY SUPPORT AT ALL TIMES. KEEP PROPERLY SUPPORT AT ALL TIMES. KEEP PROPERLY SUPPORT AT ALL TIMES. KEEP PROPERLY SUPPORT AT ALL TIMES. KEEP SUPPORT AT ALL TIMES. KEEP SUPPORT AT ALL TIMES. KEEP AT ALL TIMES. KEEP AT ALL TIMES. KEEP ALL TIMES. KEEP ALL TIMES. KEEP TIMES. KEEP TIMES. KEEP KEEP KEEP KEEP EQUIPMENT SECURED AND PROPERLY SUPPORTED AS REQUIRED FOR SECURED AND PROPERLY SUPPORTED AS REQUIRED FOR SECURED AND PROPERLY SUPPORTED AS REQUIRED FOR AND PROPERLY SUPPORTED AS REQUIRED FOR AND PROPERLY SUPPORTED AS REQUIRED FOR PROPERLY SUPPORTED AS REQUIRED FOR PROPERLY SUPPORTED AS REQUIRED FOR SUPPORTED AS REQUIRED FOR SUPPORTED AS REQUIRED FOR AS REQUIRED FOR AS REQUIRED FOR REQUIRED FOR REQUIRED FOR FOR FOR DURATION OF PROJECT OR UNTIL PROPERLY REINSTALLED.
AutoCAD SHX Text
AREA B DEMOLITION ROOF PLAN (MAIN BUILDING)
AutoCAD SHX Text
SCALE: N.T.S
AutoCAD SHX Text
1
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
ROOF - B3
AutoCAD SHX Text
ROOF - B1
AutoCAD SHX Text
ROOF - B2
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
EPDM, BALLAST
AutoCAD SHX Text
1
AutoCAD SHX Text
POLYISOCYANURATE INSULATION
AutoCAD SHX Text
COVERBOARD
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
CONCRETE DECK
AutoCAD SHX Text
INSULATION
AutoCAD SHX Text
EPDM, COATED
AutoCAD SHX Text
CONCRETE DECK
AutoCAD SHX Text
LIGHTWEIGHT CONCRETE
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
EXISTING ROOF AREA - B2 CROSS SECTION
AutoCAD SHX Text
SCALE: N.T.S
AutoCAD SHX Text
3
AutoCAD SHX Text
EXISTING ROOF AREA - B1 CROSS SECTION
AutoCAD SHX Text
SCALE: N.T.S
AutoCAD SHX Text
2
AutoCAD SHX Text
CSN - CHEYENNE CAMPUS KEY PLAN
AutoCAD SHX Text
NOTE: CONTRACTOR TO FIELD VERIFY PRIOR TO BIDDING
AutoCAD SHX Text
NOTE: CONTRACTOR TO FIELD VERIFY PRIOR TO BIDDING
AutoCAD SHX Text
(702) 651-4676
AutoCAD SHX Text
NORTH LAS VEGAS, NV 89030
AutoCAD SHX Text
3200 EAST CHEYENNE AVENUE
AutoCAD SHX Text
COLLEGE OF SOUTHERN NEVADA
AutoCAD SHX Text
AREA B DEMOLITION ROOF PLAN (MAIN BUILDING)
AutoCAD SHX Text
JUNE 26, 2015
AutoCAD SHX Text
ROOF REPLACEMENT
AutoCAD SHX Text
DRAWING TITLE
AutoCAD SHX Text
DATE OF ISSUE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
B
AutoCAD SHX Text
OD
AutoCAD SHX Text
OD
AutoCAD SHX Text
SYMBOLS:
AutoCAD SHX Text
- ROOF DRAINS
AutoCAD SHX Text
- ROOF HATCH
AutoCAD SHX Text
- CURBS
AutoCAD SHX Text
- PIPE PENETRATION
AutoCAD SHX Text
1
AutoCAD SHX Text
- KEY NOTES
AutoCAD SHX Text
- DETAILS
AutoCAD SHX Text
- HORIZONTAL PIPE LINES
AutoCAD SHX Text
A501
AutoCAD SHX Text
1
AutoCAD SHX Text
- ABANDONED PENETRATION
AutoCAD SHX Text
A
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
DRAWING ISSUE NAME
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
CDC
AutoCAD SHX Text
01/08/16
Page 4: CURTAINWALL DESIGN CONSULTING - CSN · curtain wall design and consulting, inc. ... fm 1-90 b. perimeter: min. fm 1-105 perimeter: min. fm 1-1\ര5 min. fm 1-105 c. corner: min. fm

RE

VIS

IO

NS

B

Y D

AT

E

24

00

S

. C

IM

AR

RO

N, S

UIT

E 1

25

L

AS

V

EG

AS

, N

V 8

91

17

P

(7

02

) 2

22

-9

34

9 C

DC

-U

SA

.C

OM

CU

RT

AIN

WA

LL

D

ES

IG

N C

ON

SU

LT

IN

G

TM

CSN 16-0593 Cheyenne Roof Drawings (Revised)

Page 4 of 9

AutoCAD SHX Text
1.INSTALL NEW TRAFFIC COATING ON CONCRETE AND AT BASE OF COLUMN. INSTALL NEW TRAFFIC COATING ON CONCRETE AND AT BASE OF COLUMN. 2.INSTALL NEW ROOF SYSTEM AT BASE OF COLUMN AND WINDOWS. RESEAL INSTALL NEW ROOF SYSTEM AT BASE OF COLUMN AND WINDOWS. RESEAL NEW ROOF SYSTEM AT BASE OF COLUMN AND WINDOWS. RESEAL NEW ROOF SYSTEM AT BASE OF COLUMN AND WINDOWS. RESEAL ROOF SYSTEM AT BASE OF COLUMN AND WINDOWS. RESEAL ROOF SYSTEM AT BASE OF COLUMN AND WINDOWS. RESEAL SYSTEM AT BASE OF COLUMN AND WINDOWS. RESEAL SYSTEM AT BASE OF COLUMN AND WINDOWS. RESEAL AT BASE OF COLUMN AND WINDOWS. RESEAL AT BASE OF COLUMN AND WINDOWS. RESEAL BASE OF COLUMN AND WINDOWS. RESEAL BASE OF COLUMN AND WINDOWS. RESEAL OF COLUMN AND WINDOWS. RESEAL OF COLUMN AND WINDOWS. RESEAL COLUMN AND WINDOWS. RESEAL COLUMN AND WINDOWS. RESEAL AND WINDOWS. RESEAL AND WINDOWS. RESEAL WINDOWS. RESEAL WINDOWS. RESEAL RESEAL RESEAL RESEAL WINDOWS AND WALL JOINTS WITH SILICONE SEALANT. INSTALL EXPANSION AND WALL JOINTS WITH SILICONE SEALANT. INSTALL EXPANSION AND WALL JOINTS WITH SILICONE SEALANT. INSTALL EXPANSION WALL JOINTS WITH SILICONE SEALANT. INSTALL EXPANSION WALL JOINTS WITH SILICONE SEALANT. INSTALL EXPANSION JOINTS WITH SILICONE SEALANT. INSTALL EXPANSION JOINTS WITH SILICONE SEALANT. INSTALL EXPANSION WITH SILICONE SEALANT. INSTALL EXPANSION WITH SILICONE SEALANT. INSTALL EXPANSION SILICONE SEALANT. INSTALL EXPANSION SILICONE SEALANT. INSTALL EXPANSION SEALANT. INSTALL EXPANSION SEALANT. INSTALL EXPANSION INSTALL EXPANSION INSTALL EXPANSION INSTALL EXPANSION EXPANSION EXPANSION JOINT AT WALL SYSTEM AND SEAL. 3.INSTALL NEW OVERFLOW SCUPPER 2" ABOVE THE FINISHED ROOF SURFACE. INSTALL NEW OVERFLOW SCUPPER 2" ABOVE THE FINISHED ROOF SURFACE. NEW OVERFLOW SCUPPER 2" ABOVE THE FINISHED ROOF SURFACE. NEW OVERFLOW SCUPPER 2" ABOVE THE FINISHED ROOF SURFACE. OVERFLOW SCUPPER 2" ABOVE THE FINISHED ROOF SURFACE. OVERFLOW SCUPPER 2" ABOVE THE FINISHED ROOF SURFACE. SCUPPER 2" ABOVE THE FINISHED ROOF SURFACE. SCUPPER 2" ABOVE THE FINISHED ROOF SURFACE. 2" ABOVE THE FINISHED ROOF SURFACE. 2" ABOVE THE FINISHED ROOF SURFACE. ABOVE THE FINISHED ROOF SURFACE. ABOVE THE FINISHED ROOF SURFACE. THE FINISHED ROOF SURFACE. THE FINISHED ROOF SURFACE. FINISHED ROOF SURFACE. FINISHED ROOF SURFACE. ROOF SURFACE. ROOF SURFACE. SURFACE. SURFACE. SIZE SHALL BE MIN. 12"H X 6"W AND IN CONCERT WITH FIELD CONDITIONS. SHALL BE MIN. 12"H X 6"W AND IN CONCERT WITH FIELD CONDITIONS. SHALL BE MIN. 12"H X 6"W AND IN CONCERT WITH FIELD CONDITIONS. BE MIN. 12"H X 6"W AND IN CONCERT WITH FIELD CONDITIONS. BE MIN. 12"H X 6"W AND IN CONCERT WITH FIELD CONDITIONS. MIN. 12"H X 6"W AND IN CONCERT WITH FIELD CONDITIONS. MIN. 12"H X 6"W AND IN CONCERT WITH FIELD CONDITIONS. 12"H X 6"W AND IN CONCERT WITH FIELD CONDITIONS. 12"H X 6"W AND IN CONCERT WITH FIELD CONDITIONS. X 6"W AND IN CONCERT WITH FIELD CONDITIONS. X 6"W AND IN CONCERT WITH FIELD CONDITIONS. 6"W AND IN CONCERT WITH FIELD CONDITIONS. 6"W AND IN CONCERT WITH FIELD CONDITIONS. AND IN CONCERT WITH FIELD CONDITIONS. AND IN CONCERT WITH FIELD CONDITIONS. IN CONCERT WITH FIELD CONDITIONS. IN CONCERT WITH FIELD CONDITIONS. CONCERT WITH FIELD CONDITIONS. CONCERT WITH FIELD CONDITIONS. WITH FIELD CONDITIONS. WITH FIELD CONDITIONS. FIELD CONDITIONS. FIELD CONDITIONS. CONDITIONS. CONDITIONS. PROVIDE ALL NECESSARY ADJUSTMENTS TO EXISTING WALL SHEATHING AND ALL NECESSARY ADJUSTMENTS TO EXISTING WALL SHEATHING AND ALL NECESSARY ADJUSTMENTS TO EXISTING WALL SHEATHING AND NECESSARY ADJUSTMENTS TO EXISTING WALL SHEATHING AND NECESSARY ADJUSTMENTS TO EXISTING WALL SHEATHING AND ADJUSTMENTS TO EXISTING WALL SHEATHING AND ADJUSTMENTS TO EXISTING WALL SHEATHING AND TO EXISTING WALL SHEATHING AND TO EXISTING WALL SHEATHING AND EXISTING WALL SHEATHING AND EXISTING WALL SHEATHING AND WALL SHEATHING AND WALL SHEATHING AND SHEATHING AND SHEATHING AND AND AND STRUCTURAL FRAMING TO PROVIDE NEW SCUPPER OPENING. 4.LEAVE EXISTING THROUGH WALL FLASHING IN PLACE AND PREPARE FOR LEAVE EXISTING THROUGH WALL FLASHING IN PLACE AND PREPARE FOR EXISTING THROUGH WALL FLASHING IN PLACE AND PREPARE FOR EXISTING THROUGH WALL FLASHING IN PLACE AND PREPARE FOR THROUGH WALL FLASHING IN PLACE AND PREPARE FOR THROUGH WALL FLASHING IN PLACE AND PREPARE FOR WALL FLASHING IN PLACE AND PREPARE FOR WALL FLASHING IN PLACE AND PREPARE FOR FLASHING IN PLACE AND PREPARE FOR FLASHING IN PLACE AND PREPARE FOR IN PLACE AND PREPARE FOR IN PLACE AND PREPARE FOR PLACE AND PREPARE FOR PLACE AND PREPARE FOR AND PREPARE FOR AND PREPARE FOR PREPARE FOR PREPARE FOR FOR FOR REUSE AS DETAILED.
AutoCAD SHX Text
KEYED NOTES
AutoCAD SHX Text
A105
AutoCAD SHX Text
GENERAL ROOF PLAN NOTES
AutoCAD SHX Text
AREA B ROOF PLAN (MAIN BUILDING)
AutoCAD SHX Text
SCALE: N.T.S
AutoCAD SHX Text
1
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
ROOF - B3
AutoCAD SHX Text
ROOF - B1
AutoCAD SHX Text
ROOF - B2
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
1.PREPARE SUBSTRATE FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS PREPARE SUBSTRATE FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS SUBSTRATE FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS SUBSTRATE FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS INSTALLATION OF NEW ROOF SYSTEM ON AREAS INSTALLATION OF NEW ROOF SYSTEM ON AREAS OF NEW ROOF SYSTEM ON AREAS OF NEW ROOF SYSTEM ON AREAS NEW ROOF SYSTEM ON AREAS NEW ROOF SYSTEM ON AREAS ROOF SYSTEM ON AREAS ROOF SYSTEM ON AREAS SYSTEM ON AREAS SYSTEM ON AREAS ON AREAS ON AREAS AREAS AREAS B1 AND B2. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH AND B2. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH AND B2. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH B2. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH B2. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH REPAIR DAMAGED OR DETERIORATED DECK TO MATCH REPAIR DAMAGED OR DETERIORATED DECK TO MATCH REPAIR DAMAGED OR DETERIORATED DECK TO MATCH DAMAGED OR DETERIORATED DECK TO MATCH DAMAGED OR DETERIORATED DECK TO MATCH OR DETERIORATED DECK TO MATCH OR DETERIORATED DECK TO MATCH DETERIORATED DECK TO MATCH DETERIORATED DECK TO MATCH DECK TO MATCH DECK TO MATCH TO MATCH TO MATCH MATCH MATCH EXISTING IN ACCORDANCE WITH SPECIFICATIONS. PRIME CONCRETE AS IN ACCORDANCE WITH SPECIFICATIONS. PRIME CONCRETE AS IN ACCORDANCE WITH SPECIFICATIONS. PRIME CONCRETE AS ACCORDANCE WITH SPECIFICATIONS. PRIME CONCRETE AS ACCORDANCE WITH SPECIFICATIONS. PRIME CONCRETE AS WITH SPECIFICATIONS. PRIME CONCRETE AS WITH SPECIFICATIONS. PRIME CONCRETE AS SPECIFICATIONS. PRIME CONCRETE AS SPECIFICATIONS. PRIME CONCRETE AS PRIME CONCRETE AS PRIME CONCRETE AS PRIME CONCRETE AS CONCRETE AS CONCRETE AS AS AS REQUIRED. INSTALL NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE INSTALL NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE INSTALL NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE INSTALL NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE ROOF SYSTEM AND FLASHINGS IN ACCORDANCE ROOF SYSTEM AND FLASHINGS IN ACCORDANCE SYSTEM AND FLASHINGS IN ACCORDANCE SYSTEM AND FLASHINGS IN ACCORDANCE AND FLASHINGS IN ACCORDANCE AND FLASHINGS IN ACCORDANCE FLASHINGS IN ACCORDANCE FLASHINGS IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH PLANS, SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS. 2.INSTALL ALL NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, INSTALL ALL NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, ALL NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, ALL NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, FLASHINGS, METAL FLASHINGS, FLASHINGS, METAL FLASHINGS, METAL FLASHINGS, METAL FLASHINGS, FLASHINGS, FLASHINGS, METAL COPINGS, SCUPPERS, DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS COPINGS, SCUPPERS, DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS COPINGS, SCUPPERS, DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS SCUPPERS, DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS SCUPPERS, DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS COUNTER FLASHINGS, ETC. AS COUNTER FLASHINGS, ETC. AS FLASHINGS, ETC. AS FLASHINGS, ETC. AS ETC. AS ETC. AS AS AS REQUIRED. 3.REPAIR ROOF SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL REPAIR ROOF SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL ROOF SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL ROOF SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL METAL ROOF AREAS. REAPPLY SEALANT AT ALL METAL ROOF AREAS. REAPPLY SEALANT AT ALL ROOF AREAS. REAPPLY SEALANT AT ALL ROOF AREAS. REAPPLY SEALANT AT ALL AREAS. REAPPLY SEALANT AT ALL AREAS. REAPPLY SEALANT AT ALL REAPPLY SEALANT AT ALL REAPPLY SEALANT AT ALL REAPPLY SEALANT AT ALL SEALANT AT ALL SEALANT AT ALL AT ALL AT ALL ALL ALL DETAILS, GUTTERS, EDGES, PENETRATIONS. CLEAN GUTTERS AND GUTTERS, EDGES, PENETRATIONS. CLEAN GUTTERS AND GUTTERS, EDGES, PENETRATIONS. CLEAN GUTTERS AND EDGES, PENETRATIONS. CLEAN GUTTERS AND EDGES, PENETRATIONS. CLEAN GUTTERS AND PENETRATIONS. CLEAN GUTTERS AND PENETRATIONS. CLEAN GUTTERS AND CLEAN GUTTERS AND CLEAN GUTTERS AND CLEAN GUTTERS AND GUTTERS AND GUTTERS AND AND AND DOWNSPOUTS. REATTACH LOOSE METAL FLASHINGS. 4.WATER THAT REMAIN IN AN AREA ON THE ROOF LONGER THAN 48 HOURS WATER THAT REMAIN IN AN AREA ON THE ROOF LONGER THAN 48 HOURS THAT REMAIN IN AN AREA ON THE ROOF LONGER THAN 48 HOURS THAT REMAIN IN AN AREA ON THE ROOF LONGER THAN 48 HOURS REMAIN IN AN AREA ON THE ROOF LONGER THAN 48 HOURS REMAIN IN AN AREA ON THE ROOF LONGER THAN 48 HOURS IN AN AREA ON THE ROOF LONGER THAN 48 HOURS IN AN AREA ON THE ROOF LONGER THAN 48 HOURS AN AREA ON THE ROOF LONGER THAN 48 HOURS AN AREA ON THE ROOF LONGER THAN 48 HOURS AREA ON THE ROOF LONGER THAN 48 HOURS AREA ON THE ROOF LONGER THAN 48 HOURS ON THE ROOF LONGER THAN 48 HOURS ON THE ROOF LONGER THAN 48 HOURS THE ROOF LONGER THAN 48 HOURS THE ROOF LONGER THAN 48 HOURS ROOF LONGER THAN 48 HOURS ROOF LONGER THAN 48 HOURS LONGER THAN 48 HOURS LONGER THAN 48 HOURS THAN 48 HOURS THAN 48 HOURS 48 HOURS 48 HOURS HOURS HOURS AFTER THE CESSATION OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE THE CESSATION OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE THE CESSATION OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE CESSATION OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE CESSATION OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE RAINFALL IS NOT ACCEPTABLE AND SHALL BE RAINFALL IS NOT ACCEPTABLE AND SHALL BE IS NOT ACCEPTABLE AND SHALL BE IS NOT ACCEPTABLE AND SHALL BE NOT ACCEPTABLE AND SHALL BE NOT ACCEPTABLE AND SHALL BE ACCEPTABLE AND SHALL BE ACCEPTABLE AND SHALL BE AND SHALL BE AND SHALL BE SHALL BE SHALL BE BE BE CORRECTED IN AN ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE IN AN ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE IN AN ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE AN ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE AN ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE MANNER AT NO ADDITIONAL COST TO THE MANNER AT NO ADDITIONAL COST TO THE AT NO ADDITIONAL COST TO THE AT NO ADDITIONAL COST TO THE NO ADDITIONAL COST TO THE NO ADDITIONAL COST TO THE ADDITIONAL COST TO THE ADDITIONAL COST TO THE COST TO THE COST TO THE TO THE TO THE THE THE OWNER. 5.WALKWAY PADS SHALL BE PROVIDED AN INSTALLED FROM ALL ENTRY WALKWAY PADS SHALL BE PROVIDED AN INSTALLED FROM ALL ENTRY PADS SHALL BE PROVIDED AN INSTALLED FROM ALL ENTRY PADS SHALL BE PROVIDED AN INSTALLED FROM ALL ENTRY SHALL BE PROVIDED AN INSTALLED FROM ALL ENTRY SHALL BE PROVIDED AN INSTALLED FROM ALL ENTRY BE PROVIDED AN INSTALLED FROM ALL ENTRY BE PROVIDED AN INSTALLED FROM ALL ENTRY PROVIDED AN INSTALLED FROM ALL ENTRY PROVIDED AN INSTALLED FROM ALL ENTRY AN INSTALLED FROM ALL ENTRY AN INSTALLED FROM ALL ENTRY INSTALLED FROM ALL ENTRY INSTALLED FROM ALL ENTRY FROM ALL ENTRY FROM ALL ENTRY ALL ENTRY ALL ENTRY ENTRY ENTRY POINTS TO AND AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. TO AND AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. TO AND AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. AND AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. AND AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. ALL SERVICEABLE ROOF TOP EQUIPMENT. ALL SERVICEABLE ROOF TOP EQUIPMENT. SERVICEABLE ROOF TOP EQUIPMENT. SERVICEABLE ROOF TOP EQUIPMENT. ROOF TOP EQUIPMENT. ROOF TOP EQUIPMENT. TOP EQUIPMENT. TOP EQUIPMENT. EQUIPMENT. EQUIPMENT. WALKWAY PAD PATHWAYS SHALL ALSO BE PROVIDED BETWEEN COMMON PAD PATHWAYS SHALL ALSO BE PROVIDED BETWEEN COMMON PAD PATHWAYS SHALL ALSO BE PROVIDED BETWEEN COMMON PATHWAYS SHALL ALSO BE PROVIDED BETWEEN COMMON PATHWAYS SHALL ALSO BE PROVIDED BETWEEN COMMON SHALL ALSO BE PROVIDED BETWEEN COMMON SHALL ALSO BE PROVIDED BETWEEN COMMON ALSO BE PROVIDED BETWEEN COMMON ALSO BE PROVIDED BETWEEN COMMON BE PROVIDED BETWEEN COMMON BE PROVIDED BETWEEN COMMON PROVIDED BETWEEN COMMON PROVIDED BETWEEN COMMON BETWEEN COMMON BETWEEN COMMON COMMON COMMON ROUTES (I.E. BETWEEN THE ROOF HATCH AND ACCESS LADDERS TO (I.E. BETWEEN THE ROOF HATCH AND ACCESS LADDERS TO (I.E. BETWEEN THE ROOF HATCH AND ACCESS LADDERS TO BETWEEN THE ROOF HATCH AND ACCESS LADDERS TO BETWEEN THE ROOF HATCH AND ACCESS LADDERS TO THE ROOF HATCH AND ACCESS LADDERS TO THE ROOF HATCH AND ACCESS LADDERS TO ROOF HATCH AND ACCESS LADDERS TO ROOF HATCH AND ACCESS LADDERS TO HATCH AND ACCESS LADDERS TO HATCH AND ACCESS LADDERS TO AND ACCESS LADDERS TO AND ACCESS LADDERS TO ACCESS LADDERS TO ACCESS LADDERS TO LADDERS TO LADDERS TO TO TO ANOTHER ROOF AREA ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE ROOF AREA ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE ROOF AREA ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE AREA ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE AREA ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE IN NO INSTANCE SHALL WALKWAY PADS BE IN NO INSTANCE SHALL WALKWAY PADS BE IN NO INSTANCE SHALL WALKWAY PADS BE NO INSTANCE SHALL WALKWAY PADS BE NO INSTANCE SHALL WALKWAY PADS BE INSTANCE SHALL WALKWAY PADS BE INSTANCE SHALL WALKWAY PADS BE SHALL WALKWAY PADS BE SHALL WALKWAY PADS BE WALKWAY PADS BE WALKWAY PADS BE PADS BE PADS BE BE BE INSTALLED OVER A SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR OVER A SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR OVER A SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR A SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR A SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR LAP. ORIENT WALKWAY PADS TO ALLOW FOR LAP. ORIENT WALKWAY PADS TO ALLOW FOR ORIENT WALKWAY PADS TO ALLOW FOR ORIENT WALKWAY PADS TO ALLOW FOR ORIENT WALKWAY PADS TO ALLOW FOR WALKWAY PADS TO ALLOW FOR WALKWAY PADS TO ALLOW FOR PADS TO ALLOW FOR PADS TO ALLOW FOR TO ALLOW FOR TO ALLOW FOR ALLOW FOR ALLOW FOR FOR FOR MAXIMUM DRAINAGE, DO NOT RUN CONTINUOUS WALKWAY PAD THROUGH DRAINAGE, DO NOT RUN CONTINUOUS WALKWAY PAD THROUGH DRAINAGE, DO NOT RUN CONTINUOUS WALKWAY PAD THROUGH DO NOT RUN CONTINUOUS WALKWAY PAD THROUGH DO NOT RUN CONTINUOUS WALKWAY PAD THROUGH NOT RUN CONTINUOUS WALKWAY PAD THROUGH NOT RUN CONTINUOUS WALKWAY PAD THROUGH RUN CONTINUOUS WALKWAY PAD THROUGH RUN CONTINUOUS WALKWAY PAD THROUGH CONTINUOUS WALKWAY PAD THROUGH CONTINUOUS WALKWAY PAD THROUGH WALKWAY PAD THROUGH WALKWAY PAD THROUGH PAD THROUGH PAD THROUGH THROUGH THROUGH VALLEYS. 6.A MINIMUM OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO A MINIMUM OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO MINIMUM OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO MINIMUM OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO BE PROVIDED BETWEEN ALL PENETRATIONS TO BE PROVIDED BETWEEN ALL PENETRATIONS TO PROVIDED BETWEEN ALL PENETRATIONS TO PROVIDED BETWEEN ALL PENETRATIONS TO BETWEEN ALL PENETRATIONS TO BETWEEN ALL PENETRATIONS TO ALL PENETRATIONS TO ALL PENETRATIONS TO PENETRATIONS TO PENETRATIONS TO TO TO ALLOW FOR PROPER FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED FOR PROPER FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED FOR PROPER FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED PROPER FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED PROPER FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED A MINIMUM OF 8" SHALL BE PROVIDED A MINIMUM OF 8" SHALL BE PROVIDED A MINIMUM OF 8" SHALL BE PROVIDED MINIMUM OF 8" SHALL BE PROVIDED MINIMUM OF 8" SHALL BE PROVIDED OF 8" SHALL BE PROVIDED OF 8" SHALL BE PROVIDED 8" SHALL BE PROVIDED 8" SHALL BE PROVIDED SHALL BE PROVIDED SHALL BE PROVIDED BE PROVIDED BE PROVIDED PROVIDED PROVIDED FOR ALL FLASHING HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO ALL FLASHING HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO ALL FLASHING HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO FLASHING HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO FLASHING HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO FROM TOP OF FINISHED ROOF SURFACE TO FROM TOP OF FINISHED ROOF SURFACE TO TOP OF FINISHED ROOF SURFACE TO TOP OF FINISHED ROOF SURFACE TO OF FINISHED ROOF SURFACE TO OF FINISHED ROOF SURFACE TO FINISHED ROOF SURFACE TO FINISHED ROOF SURFACE TO ROOF SURFACE TO ROOF SURFACE TO SURFACE TO SURFACE TO TO TO TOP OF ROOFING SYSTEM MATERIAL. 7.CONTRACTOR SHALL INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTOR SHALL INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING SHALL INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING SHALL INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING ALL MECHANICAL, ELECTRICAL AND PLUMBING ALL MECHANICAL, ELECTRICAL AND PLUMBING MECHANICAL, ELECTRICAL AND PLUMBING MECHANICAL, ELECTRICAL AND PLUMBING ELECTRICAL AND PLUMBING ELECTRICAL AND PLUMBING AND PLUMBING AND PLUMBING PLUMBING PLUMBING WORK REQUIRED FOR THE INSTALLATION OF THE NEW ROOF SYSTEM. REQUIRED FOR THE INSTALLATION OF THE NEW ROOF SYSTEM. REQUIRED FOR THE INSTALLATION OF THE NEW ROOF SYSTEM. FOR THE INSTALLATION OF THE NEW ROOF SYSTEM. FOR THE INSTALLATION OF THE NEW ROOF SYSTEM. THE INSTALLATION OF THE NEW ROOF SYSTEM. THE INSTALLATION OF THE NEW ROOF SYSTEM. INSTALLATION OF THE NEW ROOF SYSTEM. INSTALLATION OF THE NEW ROOF SYSTEM. OF THE NEW ROOF SYSTEM. OF THE NEW ROOF SYSTEM. THE NEW ROOF SYSTEM. THE NEW ROOF SYSTEM. NEW ROOF SYSTEM. NEW ROOF SYSTEM. ROOF SYSTEM. ROOF SYSTEM. SYSTEM. SYSTEM. INCLUDING BUT NOT LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, BUT NOT LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, BUT NOT LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, NOT LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, NOT LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, TO, DISCONNECTS, RECONNECTS, BALANCING, TO, DISCONNECTS, RECONNECTS, BALANCING, DISCONNECTS, RECONNECTS, BALANCING, DISCONNECTS, RECONNECTS, BALANCING, RECONNECTS, BALANCING, RECONNECTS, BALANCING, BALANCING, BALANCING, RAISING, RELOCATING, EXTENDING, ETC. AS REQUIRED TO COMPLETE ROOF RELOCATING, EXTENDING, ETC. AS REQUIRED TO COMPLETE ROOF RELOCATING, EXTENDING, ETC. AS REQUIRED TO COMPLETE ROOF EXTENDING, ETC. AS REQUIRED TO COMPLETE ROOF EXTENDING, ETC. AS REQUIRED TO COMPLETE ROOF ETC. AS REQUIRED TO COMPLETE ROOF ETC. AS REQUIRED TO COMPLETE ROOF AS REQUIRED TO COMPLETE ROOF AS REQUIRED TO COMPLETE ROOF REQUIRED TO COMPLETE ROOF REQUIRED TO COMPLETE ROOF TO COMPLETE ROOF TO COMPLETE ROOF COMPLETE ROOF COMPLETE ROOF ROOF ROOF REPLACEMENT IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. 8.CRICKETS SHALL BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS CRICKETS SHALL BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS SHALL BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS SHALL BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS ON THE HIGH SIDE OF ALL PENETRATIONS ON THE HIGH SIDE OF ALL PENETRATIONS THE HIGH SIDE OF ALL PENETRATIONS THE HIGH SIDE OF ALL PENETRATIONS HIGH SIDE OF ALL PENETRATIONS HIGH SIDE OF ALL PENETRATIONS SIDE OF ALL PENETRATIONS SIDE OF ALL PENETRATIONS OF ALL PENETRATIONS OF ALL PENETRATIONS ALL PENETRATIONS ALL PENETRATIONS PENETRATIONS PENETRATIONS 12" OR LARGER TO DIVERT WATER AROUND PENETRATIONS. 9.MATERIAL SHALL BE STAGED AND STORED TO PREVENT DAMAGES TO THE MATERIAL SHALL BE STAGED AND STORED TO PREVENT DAMAGES TO THE SHALL BE STAGED AND STORED TO PREVENT DAMAGES TO THE SHALL BE STAGED AND STORED TO PREVENT DAMAGES TO THE BE STAGED AND STORED TO PREVENT DAMAGES TO THE BE STAGED AND STORED TO PREVENT DAMAGES TO THE STAGED AND STORED TO PREVENT DAMAGES TO THE STAGED AND STORED TO PREVENT DAMAGES TO THE AND STORED TO PREVENT DAMAGES TO THE AND STORED TO PREVENT DAMAGES TO THE STORED TO PREVENT DAMAGES TO THE STORED TO PREVENT DAMAGES TO THE TO PREVENT DAMAGES TO THE TO PREVENT DAMAGES TO THE PREVENT DAMAGES TO THE PREVENT DAMAGES TO THE DAMAGES TO THE DAMAGES TO THE TO THE TO THE THE THE BUILDING STRUCTURE AND / OR NEW MATERIALS. DAMAGE TO THE STRUCTURE AND / OR NEW MATERIALS. DAMAGE TO THE STRUCTURE AND / OR NEW MATERIALS. DAMAGE TO THE AND / OR NEW MATERIALS. DAMAGE TO THE AND / OR NEW MATERIALS. DAMAGE TO THE / OR NEW MATERIALS. DAMAGE TO THE / OR NEW MATERIALS. DAMAGE TO THE OR NEW MATERIALS. DAMAGE TO THE OR NEW MATERIALS. DAMAGE TO THE NEW MATERIALS. DAMAGE TO THE NEW MATERIALS. DAMAGE TO THE MATERIALS. DAMAGE TO THE MATERIALS. DAMAGE TO THE DAMAGE TO THE DAMAGE TO THE DAMAGE TO THE TO THE TO THE THE THE STRUCTURE SHALL BE REPAIRED / REPLACED AT NO ADDITIONAL COST TO SHALL BE REPAIRED / REPLACED AT NO ADDITIONAL COST TO SHALL BE REPAIRED / REPLACED AT NO ADDITIONAL COST TO BE REPAIRED / REPLACED AT NO ADDITIONAL COST TO BE REPAIRED / REPLACED AT NO ADDITIONAL COST TO REPAIRED / REPLACED AT NO ADDITIONAL COST TO REPAIRED / REPLACED AT NO ADDITIONAL COST TO / REPLACED AT NO ADDITIONAL COST TO / REPLACED AT NO ADDITIONAL COST TO REPLACED AT NO ADDITIONAL COST TO REPLACED AT NO ADDITIONAL COST TO AT NO ADDITIONAL COST TO AT NO ADDITIONAL COST TO NO ADDITIONAL COST TO NO ADDITIONAL COST TO ADDITIONAL COST TO ADDITIONAL COST TO COST TO COST TO TO TO THE OWNER. NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED OWNER. NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED OWNER. NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED DEEMED TO BE DAMAGED OR DETERIORATED DEEMED TO BE DAMAGED OR DETERIORATED TO BE DAMAGED OR DETERIORATED TO BE DAMAGED OR DETERIORATED BE DAMAGED OR DETERIORATED BE DAMAGED OR DETERIORATED DAMAGED OR DETERIORATED DAMAGED OR DETERIORATED OR DETERIORATED OR DETERIORATED DETERIORATED DETERIORATED BY THE DESIGNER / OWNER SHALL BE REMOVED FROM THE PROJECT SITE THE DESIGNER / OWNER SHALL BE REMOVED FROM THE PROJECT SITE THE DESIGNER / OWNER SHALL BE REMOVED FROM THE PROJECT SITE DESIGNER / OWNER SHALL BE REMOVED FROM THE PROJECT SITE DESIGNER / OWNER SHALL BE REMOVED FROM THE PROJECT SITE / OWNER SHALL BE REMOVED FROM THE PROJECT SITE / OWNER SHALL BE REMOVED FROM THE PROJECT SITE OWNER SHALL BE REMOVED FROM THE PROJECT SITE OWNER SHALL BE REMOVED FROM THE PROJECT SITE SHALL BE REMOVED FROM THE PROJECT SITE SHALL BE REMOVED FROM THE PROJECT SITE BE REMOVED FROM THE PROJECT SITE BE REMOVED FROM THE PROJECT SITE REMOVED FROM THE PROJECT SITE REMOVED FROM THE PROJECT SITE FROM THE PROJECT SITE FROM THE PROJECT SITE THE PROJECT SITE THE PROJECT SITE PROJECT SITE PROJECT SITE SITE SITE AND REPLACED WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE REPLACED WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE REPLACED WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE NEW MATERIALS AT NO ADDITIONAL COST TO THE NEW MATERIALS AT NO ADDITIONAL COST TO THE MATERIALS AT NO ADDITIONAL COST TO THE MATERIALS AT NO ADDITIONAL COST TO THE AT NO ADDITIONAL COST TO THE AT NO ADDITIONAL COST TO THE NO ADDITIONAL COST TO THE NO ADDITIONAL COST TO THE ADDITIONAL COST TO THE ADDITIONAL COST TO THE COST TO THE COST TO THE TO THE TO THE THE THE OWNER. REMOVE ALL WET OR DETERIORATED DECKING, INSULATION OR REMOVE ALL WET OR DETERIORATED DECKING, INSULATION OR REMOVE ALL WET OR DETERIORATED DECKING, INSULATION OR REMOVE ALL WET OR DETERIORATED DECKING, INSULATION OR ALL WET OR DETERIORATED DECKING, INSULATION OR ALL WET OR DETERIORATED DECKING, INSULATION OR WET OR DETERIORATED DECKING, INSULATION OR WET OR DETERIORATED DECKING, INSULATION OR OR DETERIORATED DECKING, INSULATION OR OR DETERIORATED DECKING, INSULATION OR DETERIORATED DECKING, INSULATION OR DETERIORATED DECKING, INSULATION OR DECKING, INSULATION OR DECKING, INSULATION OR INSULATION OR INSULATION OR OR OR ROOFING MATERIALS. 10.ALL ROOF TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED ALL ROOF TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED ROOF TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED ROOF TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED / EQUIPMENT, SHALL BE PROPERLY SECURED / EQUIPMENT, SHALL BE PROPERLY SECURED EQUIPMENT, SHALL BE PROPERLY SECURED EQUIPMENT, SHALL BE PROPERLY SECURED SHALL BE PROPERLY SECURED SHALL BE PROPERLY SECURED BE PROPERLY SECURED BE PROPERLY SECURED PROPERLY SECURED PROPERLY SECURED SECURED SECURED AND ATTACHED INCLUDING BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST ATTACHED INCLUDING BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST ATTACHED INCLUDING BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST INCLUDING BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST INCLUDING BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST NOT LIMITED TO, SKYLIGHTS, EXHAUST NOT LIMITED TO, SKYLIGHTS, EXHAUST LIMITED TO, SKYLIGHTS, EXHAUST LIMITED TO, SKYLIGHTS, EXHAUST TO, SKYLIGHTS, EXHAUST TO, SKYLIGHTS, EXHAUST SKYLIGHTS, EXHAUST SKYLIGHTS, EXHAUST EXHAUST EXHAUST FANS, SATELLITE DISH, VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT SATELLITE DISH, VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT SATELLITE DISH, VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT DISH, VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT DISH, VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT CAPS, MECHANICAL UNITS, CONDUITS, DUCT CAPS, MECHANICAL UNITS, CONDUITS, DUCT MECHANICAL UNITS, CONDUITS, DUCT MECHANICAL UNITS, CONDUITS, DUCT UNITS, CONDUITS, DUCT UNITS, CONDUITS, DUCT CONDUITS, DUCT CONDUITS, DUCT DUCT DUCT WORK, PIPE SUPPORTS, ETC. MINIMUM OF TWO (2) GASKETED FASTENERS PIPE SUPPORTS, ETC. MINIMUM OF TWO (2) GASKETED FASTENERS PIPE SUPPORTS, ETC. MINIMUM OF TWO (2) GASKETED FASTENERS SUPPORTS, ETC. MINIMUM OF TWO (2) GASKETED FASTENERS SUPPORTS, ETC. MINIMUM OF TWO (2) GASKETED FASTENERS ETC. MINIMUM OF TWO (2) GASKETED FASTENERS ETC. MINIMUM OF TWO (2) GASKETED FASTENERS MINIMUM OF TWO (2) GASKETED FASTENERS MINIMUM OF TWO (2) GASKETED FASTENERS MINIMUM OF TWO (2) GASKETED FASTENERS OF TWO (2) GASKETED FASTENERS OF TWO (2) GASKETED FASTENERS TWO (2) GASKETED FASTENERS TWO (2) GASKETED FASTENERS (2) GASKETED FASTENERS (2) GASKETED FASTENERS GASKETED FASTENERS GASKETED FASTENERS FASTENERS FASTENERS PER SIDE AT A MINIMUM OF 12" O.C. 11.ALL EXPOSED FASTENERS SHALL BE GASKETED. ALL EXPOSED FASTENERS SHALL BE GASKETED. 12.PROVIDE SHEET METAL BACKER AT FRAMED WALLS WHERE ROOF IS PROVIDE SHEET METAL BACKER AT FRAMED WALLS WHERE ROOF IS SHEET METAL BACKER AT FRAMED WALLS WHERE ROOF IS SHEET METAL BACKER AT FRAMED WALLS WHERE ROOF IS METAL BACKER AT FRAMED WALLS WHERE ROOF IS METAL BACKER AT FRAMED WALLS WHERE ROOF IS BACKER AT FRAMED WALLS WHERE ROOF IS BACKER AT FRAMED WALLS WHERE ROOF IS AT FRAMED WALLS WHERE ROOF IS AT FRAMED WALLS WHERE ROOF IS FRAMED WALLS WHERE ROOF IS FRAMED WALLS WHERE ROOF IS WALLS WHERE ROOF IS WALLS WHERE ROOF IS WHERE ROOF IS WHERE ROOF IS ROOF IS ROOF IS IS IS TERMINATED WITH TERMINATION BAR OR PLATES AND FASTENERS. 13.NAILERS SHALL BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 NAILERS SHALL BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 SHALL BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 SHALL BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 IN GENERAL CONFORMANCE WITH FM 1-49 IN GENERAL CONFORMANCE WITH FM 1-49 GENERAL CONFORMANCE WITH FM 1-49 GENERAL CONFORMANCE WITH FM 1-49 CONFORMANCE WITH FM 1-49 CONFORMANCE WITH FM 1-49 WITH FM 1-49 WITH FM 1-49 FM 1-49 FM 1-49 1-49 1-49 AND SECURED TO RESIST A MINIMUM OF 300 PSF. 14.PRIME AND PAINT ALL GAS LINES YELLOW.PRIME AND PAINT ALL GAS LINES YELLOW.
AutoCAD SHX Text
CSN - CHEYENNE CAMPUS KEY PLAN
AutoCAD SHX Text
B
AutoCAD SHX Text
A501
AutoCAD SHX Text
2
AutoCAD SHX Text
OD
AutoCAD SHX Text
OD
AutoCAD SHX Text
A501
AutoCAD SHX Text
2
AutoCAD SHX Text
(702) 651-4676
AutoCAD SHX Text
NORTH LAS VEGAS, NV 89030
AutoCAD SHX Text
3200 EAST CHEYENNE AVENUE
AutoCAD SHX Text
COLLEGE OF SOUTHERN NEVADA
AutoCAD SHX Text
AREA B ROOF PLAN (MAIN BUILDING)
AutoCAD SHX Text
JUNE 26, 2015
AutoCAD SHX Text
ROOF REPLACEMENT
AutoCAD SHX Text
DRAWING TITLE
AutoCAD SHX Text
DATE OF ISSUE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
A501
AutoCAD SHX Text
9
AutoCAD SHX Text
A501
AutoCAD SHX Text
9
AutoCAD SHX Text
A501
AutoCAD SHX Text
10
AutoCAD SHX Text
A501
AutoCAD SHX Text
8
AutoCAD SHX Text
SYMBOLS:
AutoCAD SHX Text
- ROOF DRAINS
AutoCAD SHX Text
- ROOF HATCH
AutoCAD SHX Text
- CURBS
AutoCAD SHX Text
- PIPE PENETRATION
AutoCAD SHX Text
1
AutoCAD SHX Text
- KEY NOTES
AutoCAD SHX Text
- DETAILS
AutoCAD SHX Text
- HORIZONTAL PIPE LINES
AutoCAD SHX Text
A501
AutoCAD SHX Text
1
AutoCAD SHX Text
A501
AutoCAD SHX Text
1
AutoCAD SHX Text
A501
AutoCAD SHX Text
1
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
DRAWING ISSUE NAME
AutoCAD SHX Text
72 MIL, FELT BACK, FULLY ADHERED PVC MEMBRANE CONFORMING TO ASTM D4434 - PER SECTION 07 54 00 (NEW)
AutoCAD SHX Text
NEW 1/2" DENSDECK PRIME INSTALLED IN ADHESIVE
AutoCAD SHX Text
EXISTING SUBSTRATE
AutoCAD SHX Text
ROOF CROSS SECTION
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
A502/ DET. 4 & 5 (TYP.)
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
A502/DET.8 (TYP.)
AutoCAD SHX Text
A502/ DET. 1 & 2 (TYP.)
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
1
AutoCAD SHX Text
CDC
AutoCAD SHX Text
01/08/16
Page 5: CURTAINWALL DESIGN CONSULTING - CSN · curtain wall design and consulting, inc. ... fm 1-90 b. perimeter: min. fm 1-105 perimeter: min. fm 1-1\ര5 min. fm 1-105 c. corner: min. fm

RE

VIS

IO

NS

B

Y D

AT

E

24

00

S

. C

IM

AR

RO

N, S

UIT

E 1

25

L

AS

V

EG

AS

, N

V 8

91

17

P

(7

02

) 2

22

-9

34

9 C

DC

-U

SA

.C

OM

CU

RT

AIN

WA

LL

D

ES

IG

N C

ON

SU

LT

IN

G

TM

CSN 16-0593 Cheyenne Roof Drawings (Revised)

Page 5 of 9

AutoCAD SHX Text
1.REMOVE AND RESET ALL EQUIPMENT AND CONDUITS AS REQUIRED TO REMOVE AND RESET ALL EQUIPMENT AND CONDUITS AS REQUIRED TO AND RESET ALL EQUIPMENT AND CONDUITS AS REQUIRED TO AND RESET ALL EQUIPMENT AND CONDUITS AS REQUIRED TO RESET ALL EQUIPMENT AND CONDUITS AS REQUIRED TO RESET ALL EQUIPMENT AND CONDUITS AS REQUIRED TO ALL EQUIPMENT AND CONDUITS AS REQUIRED TO ALL EQUIPMENT AND CONDUITS AS REQUIRED TO EQUIPMENT AND CONDUITS AS REQUIRED TO EQUIPMENT AND CONDUITS AS REQUIRED TO AND CONDUITS AS REQUIRED TO AND CONDUITS AS REQUIRED TO CONDUITS AS REQUIRED TO CONDUITS AS REQUIRED TO AS REQUIRED TO AS REQUIRED TO REQUIRED TO REQUIRED TO TO TO COMPLETE ROOF INSTALLATION. 2.REMOVE AND RESET ALL LIGHTS AS REQUIRED TO COMPLETE ROOF REMOVE AND RESET ALL LIGHTS AS REQUIRED TO COMPLETE ROOF AND RESET ALL LIGHTS AS REQUIRED TO COMPLETE ROOF AND RESET ALL LIGHTS AS REQUIRED TO COMPLETE ROOF RESET ALL LIGHTS AS REQUIRED TO COMPLETE ROOF RESET ALL LIGHTS AS REQUIRED TO COMPLETE ROOF ALL LIGHTS AS REQUIRED TO COMPLETE ROOF ALL LIGHTS AS REQUIRED TO COMPLETE ROOF LIGHTS AS REQUIRED TO COMPLETE ROOF LIGHTS AS REQUIRED TO COMPLETE ROOF AS REQUIRED TO COMPLETE ROOF AS REQUIRED TO COMPLETE ROOF REQUIRED TO COMPLETE ROOF REQUIRED TO COMPLETE ROOF TO COMPLETE ROOF TO COMPLETE ROOF COMPLETE ROOF COMPLETE ROOF ROOF ROOF INSTALLATION.
AutoCAD SHX Text
KEYED DEMOLITION NOTES
AutoCAD SHX Text
A106
AutoCAD SHX Text
GENERAL DEMOLITION PLAN NOTES
AutoCAD SHX Text
1.REMOVE EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN REMOVE EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN AND ALL ASSOCIATED FLASHINGS DOWN AND ALL ASSOCIATED FLASHINGS DOWN ALL ASSOCIATED FLASHINGS DOWN ALL ASSOCIATED FLASHINGS DOWN ASSOCIATED FLASHINGS DOWN ASSOCIATED FLASHINGS DOWN FLASHINGS DOWN FLASHINGS DOWN DOWN DOWN TO EXISTING LIGHTWEIGHT CONCRETE ON AREA C1. REMOVE EXISTING EXISTING LIGHTWEIGHT CONCRETE ON AREA C1. REMOVE EXISTING EXISTING LIGHTWEIGHT CONCRETE ON AREA C1. REMOVE EXISTING LIGHTWEIGHT CONCRETE ON AREA C1. REMOVE EXISTING LIGHTWEIGHT CONCRETE ON AREA C1. REMOVE EXISTING CONCRETE ON AREA C1. REMOVE EXISTING CONCRETE ON AREA C1. REMOVE EXISTING ON AREA C1. REMOVE EXISTING ON AREA C1. REMOVE EXISTING AREA C1. REMOVE EXISTING AREA C1. REMOVE EXISTING C1. REMOVE EXISTING C1. REMOVE EXISTING REMOVE EXISTING REMOVE EXISTING REMOVE EXISTING EXISTING EXISTING METAL COPING, COUNTER FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, COPING, COUNTER FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, COPING, COUNTER FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, COUNTER FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, COUNTER FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, FLASHINGS, BASE FLASHINGS, FLASHINGS, BASE FLASHINGS, BASE FLASHINGS, BASE FLASHINGS, FLASHINGS, FLASHINGS, ETC. ON AREA C1. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION ON AREA C1. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION ON AREA C1. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION AREA C1. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION AREA C1. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION C1. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION C1. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION PREPARE SUBSTRATE(S) IN PREPARATION PREPARE SUBSTRATE(S) IN PREPARATION SUBSTRATE(S) IN PREPARATION SUBSTRATE(S) IN PREPARATION IN PREPARATION IN PREPARATION PREPARATION PREPARATION FOR INSTALLATION OF NEW ROOF SYSTEM. 2.REMOVE EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN REMOVE EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN AND ALL ASSOCIATED FLASHINGS DOWN AND ALL ASSOCIATED FLASHINGS DOWN ALL ASSOCIATED FLASHINGS DOWN ALL ASSOCIATED FLASHINGS DOWN ASSOCIATED FLASHINGS DOWN ASSOCIATED FLASHINGS DOWN FLASHINGS DOWN FLASHINGS DOWN DOWN DOWN TO CONCRETE DECK ON AREA C2. REMOVE EXISTING METAL COPING, CONCRETE DECK ON AREA C2. REMOVE EXISTING METAL COPING, CONCRETE DECK ON AREA C2. REMOVE EXISTING METAL COPING, DECK ON AREA C2. REMOVE EXISTING METAL COPING, DECK ON AREA C2. REMOVE EXISTING METAL COPING, ON AREA C2. REMOVE EXISTING METAL COPING, ON AREA C2. REMOVE EXISTING METAL COPING, AREA C2. REMOVE EXISTING METAL COPING, AREA C2. REMOVE EXISTING METAL COPING, C2. REMOVE EXISTING METAL COPING, C2. REMOVE EXISTING METAL COPING, REMOVE EXISTING METAL COPING, REMOVE EXISTING METAL COPING, REMOVE EXISTING METAL COPING, EXISTING METAL COPING, EXISTING METAL COPING, METAL COPING, METAL COPING, COPING, COPING, COUNTER FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, SCUPPERS, ETC. FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, SCUPPERS, ETC. FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, SCUPPERS, ETC. METAL FLASHINGS, BASE FLASHINGS, SCUPPERS, ETC. METAL FLASHINGS, BASE FLASHINGS, SCUPPERS, ETC. FLASHINGS, BASE FLASHINGS, SCUPPERS, ETC. FLASHINGS, BASE FLASHINGS, SCUPPERS, ETC. BASE FLASHINGS, SCUPPERS, ETC. BASE FLASHINGS, SCUPPERS, ETC. FLASHINGS, SCUPPERS, ETC. FLASHINGS, SCUPPERS, ETC. SCUPPERS, ETC. SCUPPERS, ETC. ETC. ETC. ON AREA C2. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION FOR AREA C2. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION FOR AREA C2. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION FOR C2. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION FOR C2. PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION FOR PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION FOR PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION FOR PROPERLY PREPARE SUBSTRATE(S) IN PREPARATION FOR PREPARE SUBSTRATE(S) IN PREPARATION FOR PREPARE SUBSTRATE(S) IN PREPARATION FOR SUBSTRATE(S) IN PREPARATION FOR SUBSTRATE(S) IN PREPARATION FOR IN PREPARATION FOR IN PREPARATION FOR PREPARATION FOR PREPARATION FOR FOR FOR INSTALLATION OF NEW ROOF SYSTEM. 3.REMOVE EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN REMOVE EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN EXISTING ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN ROOF SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN SYSTEM AND ALL ASSOCIATED FLASHINGS DOWN AND ALL ASSOCIATED FLASHINGS DOWN AND ALL ASSOCIATED FLASHINGS DOWN ALL ASSOCIATED FLASHINGS DOWN ALL ASSOCIATED FLASHINGS DOWN ASSOCIATED FLASHINGS DOWN ASSOCIATED FLASHINGS DOWN FLASHINGS DOWN FLASHINGS DOWN DOWN DOWN TO STRUCTURAL DECK ON AREA C. PROPERLY PREPARE SUBSTRATE FOR STRUCTURAL DECK ON AREA C. PROPERLY PREPARE SUBSTRATE FOR STRUCTURAL DECK ON AREA C. PROPERLY PREPARE SUBSTRATE FOR DECK ON AREA C. PROPERLY PREPARE SUBSTRATE FOR DECK ON AREA C. PROPERLY PREPARE SUBSTRATE FOR ON AREA C. PROPERLY PREPARE SUBSTRATE FOR ON AREA C. PROPERLY PREPARE SUBSTRATE FOR AREA C. PROPERLY PREPARE SUBSTRATE FOR AREA C. PROPERLY PREPARE SUBSTRATE FOR C. PROPERLY PREPARE SUBSTRATE FOR C. PROPERLY PREPARE SUBSTRATE FOR PROPERLY PREPARE SUBSTRATE FOR PROPERLY PREPARE SUBSTRATE FOR PROPERLY PREPARE SUBSTRATE FOR PREPARE SUBSTRATE FOR PREPARE SUBSTRATE FOR SUBSTRATE FOR SUBSTRATE FOR FOR FOR INSTALLATION OF NEW ROOF SYSTEM. 4.REMOVE ABANDONED CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND REMOVE ABANDONED CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND ABANDONED CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND ABANDONED CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND CONDUITS, PIPES, CURBS, EQUIPMENT, ETC. AND PIPES, CURBS, EQUIPMENT, ETC. AND PIPES, CURBS, EQUIPMENT, ETC. AND CURBS, EQUIPMENT, ETC. AND CURBS, EQUIPMENT, ETC. AND EQUIPMENT, ETC. AND EQUIPMENT, ETC. AND ETC. AND ETC. AND AND AND PREPARE SUBSTRATE(S) IN PREPARATION FOR INSTALLATION OF NEW ROOF SUBSTRATE(S) IN PREPARATION FOR INSTALLATION OF NEW ROOF SUBSTRATE(S) IN PREPARATION FOR INSTALLATION OF NEW ROOF IN PREPARATION FOR INSTALLATION OF NEW ROOF IN PREPARATION FOR INSTALLATION OF NEW ROOF PREPARATION FOR INSTALLATION OF NEW ROOF PREPARATION FOR INSTALLATION OF NEW ROOF FOR INSTALLATION OF NEW ROOF FOR INSTALLATION OF NEW ROOF INSTALLATION OF NEW ROOF INSTALLATION OF NEW ROOF OF NEW ROOF OF NEW ROOF NEW ROOF NEW ROOF ROOF ROOF SYSTEM. 5.CONTRACTOR SHALL VERIFY EXISTING DECK AND/OR SUBSTRATE(S) ARE CONTRACTOR SHALL VERIFY EXISTING DECK AND/OR SUBSTRATE(S) ARE SHALL VERIFY EXISTING DECK AND/OR SUBSTRATE(S) ARE SHALL VERIFY EXISTING DECK AND/OR SUBSTRATE(S) ARE VERIFY EXISTING DECK AND/OR SUBSTRATE(S) ARE VERIFY EXISTING DECK AND/OR SUBSTRATE(S) ARE EXISTING DECK AND/OR SUBSTRATE(S) ARE EXISTING DECK AND/OR SUBSTRATE(S) ARE DECK AND/OR SUBSTRATE(S) ARE DECK AND/OR SUBSTRATE(S) ARE AND/OR SUBSTRATE(S) ARE AND/OR SUBSTRATE(S) ARE SUBSTRATE(S) ARE SUBSTRATE(S) ARE ARE ARE SOUND, DRY AND FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW DRY AND FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW DRY AND FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW AND FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW AND FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW FREE OF DEFECTS PRIOR TO INSTALLATION OF NEW OF DEFECTS PRIOR TO INSTALLATION OF NEW OF DEFECTS PRIOR TO INSTALLATION OF NEW DEFECTS PRIOR TO INSTALLATION OF NEW DEFECTS PRIOR TO INSTALLATION OF NEW PRIOR TO INSTALLATION OF NEW PRIOR TO INSTALLATION OF NEW TO INSTALLATION OF NEW TO INSTALLATION OF NEW INSTALLATION OF NEW INSTALLATION OF NEW OF NEW OF NEW NEW NEW WORK. REPLACE DAMAGED AND/OR DETERIORATED SUBSTRATES/DECKING. 6.ROOF DECK REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH ROOF DECK REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH DECK REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH DECK REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH REPAIRS SHALL BE MADE IF REQUIRED AND IN CONCERT WITH SHALL BE MADE IF REQUIRED AND IN CONCERT WITH SHALL BE MADE IF REQUIRED AND IN CONCERT WITH BE MADE IF REQUIRED AND IN CONCERT WITH BE MADE IF REQUIRED AND IN CONCERT WITH MADE IF REQUIRED AND IN CONCERT WITH MADE IF REQUIRED AND IN CONCERT WITH IF REQUIRED AND IN CONCERT WITH IF REQUIRED AND IN CONCERT WITH REQUIRED AND IN CONCERT WITH REQUIRED AND IN CONCERT WITH AND IN CONCERT WITH AND IN CONCERT WITH IN CONCERT WITH IN CONCERT WITH CONCERT WITH CONCERT WITH WITH WITH BUILDING CODE, ASTM REPAIR RECOMMENDATIONS AND WET STAMP CODE, ASTM REPAIR RECOMMENDATIONS AND WET STAMP CODE, ASTM REPAIR RECOMMENDATIONS AND WET STAMP ASTM REPAIR RECOMMENDATIONS AND WET STAMP ASTM REPAIR RECOMMENDATIONS AND WET STAMP REPAIR RECOMMENDATIONS AND WET STAMP REPAIR RECOMMENDATIONS AND WET STAMP RECOMMENDATIONS AND WET STAMP RECOMMENDATIONS AND WET STAMP AND WET STAMP AND WET STAMP WET STAMP WET STAMP STAMP STAMP ENGINEERING BY CONTRACTOR (AS REQUIRED BY THE NATURE OF THE BY CONTRACTOR (AS REQUIRED BY THE NATURE OF THE BY CONTRACTOR (AS REQUIRED BY THE NATURE OF THE CONTRACTOR (AS REQUIRED BY THE NATURE OF THE CONTRACTOR (AS REQUIRED BY THE NATURE OF THE (AS REQUIRED BY THE NATURE OF THE (AS REQUIRED BY THE NATURE OF THE REQUIRED BY THE NATURE OF THE REQUIRED BY THE NATURE OF THE BY THE NATURE OF THE BY THE NATURE OF THE THE NATURE OF THE THE NATURE OF THE NATURE OF THE NATURE OF THE OF THE OF THE THE THE REPAIRS ONCE CONDITIONS ARE REVIEWED IN THE FIELD). 7.CONTRACTOR SHALL PROVIDE INTERIOR PROTECTION AS REQUIRED TO CONTRACTOR SHALL PROVIDE INTERIOR PROTECTION AS REQUIRED TO SHALL PROVIDE INTERIOR PROTECTION AS REQUIRED TO SHALL PROVIDE INTERIOR PROTECTION AS REQUIRED TO PROVIDE INTERIOR PROTECTION AS REQUIRED TO PROVIDE INTERIOR PROTECTION AS REQUIRED TO INTERIOR PROTECTION AS REQUIRED TO INTERIOR PROTECTION AS REQUIRED TO PROTECTION AS REQUIRED TO PROTECTION AS REQUIRED TO AS REQUIRED TO AS REQUIRED TO REQUIRED TO REQUIRED TO TO TO PROTECT BUILDING OCCUPANTS AND CONTENTS FROM HARM AND/OR BUILDING OCCUPANTS AND CONTENTS FROM HARM AND/OR BUILDING OCCUPANTS AND CONTENTS FROM HARM AND/OR OCCUPANTS AND CONTENTS FROM HARM AND/OR OCCUPANTS AND CONTENTS FROM HARM AND/OR AND CONTENTS FROM HARM AND/OR AND CONTENTS FROM HARM AND/OR CONTENTS FROM HARM AND/OR CONTENTS FROM HARM AND/OR FROM HARM AND/OR FROM HARM AND/OR HARM AND/OR HARM AND/OR AND/OR AND/OR DAMAGE. INTERIOR PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. INTERIOR PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. INTERIOR PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. INTERIOR PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. PROTECTION SHALL ALSO CONTROL DUST AND DEBRIS. SHALL ALSO CONTROL DUST AND DEBRIS. SHALL ALSO CONTROL DUST AND DEBRIS. ALSO CONTROL DUST AND DEBRIS. ALSO CONTROL DUST AND DEBRIS. CONTROL DUST AND DEBRIS. CONTROL DUST AND DEBRIS. DUST AND DEBRIS. DUST AND DEBRIS. AND DEBRIS. AND DEBRIS. DEBRIS. DEBRIS. PROTECTION SHALL REMAIN IN PLACE FOR PROJECT DURATION. 8.CONTRACTOR SHALL IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, CONTRACTOR SHALL IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, SHALL IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, SHALL IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, IMPLEMENT MEASURES TO PREVENT DUST, DEBRIS, MEASURES TO PREVENT DUST, DEBRIS, MEASURES TO PREVENT DUST, DEBRIS, TO PREVENT DUST, DEBRIS, TO PREVENT DUST, DEBRIS, PREVENT DUST, DEBRIS, PREVENT DUST, DEBRIS, DUST, DEBRIS, DUST, DEBRIS, DEBRIS, DEBRIS, ODORS AND FUMES FROM ENTERING THE BUILDING AND/OR OCCUPIED AND FUMES FROM ENTERING THE BUILDING AND/OR OCCUPIED AND FUMES FROM ENTERING THE BUILDING AND/OR OCCUPIED FUMES FROM ENTERING THE BUILDING AND/OR OCCUPIED FUMES FROM ENTERING THE BUILDING AND/OR OCCUPIED FROM ENTERING THE BUILDING AND/OR OCCUPIED FROM ENTERING THE BUILDING AND/OR OCCUPIED ENTERING THE BUILDING AND/OR OCCUPIED ENTERING THE BUILDING AND/OR OCCUPIED THE BUILDING AND/OR OCCUPIED THE BUILDING AND/OR OCCUPIED BUILDING AND/OR OCCUPIED BUILDING AND/OR OCCUPIED AND/OR OCCUPIED AND/OR OCCUPIED OCCUPIED OCCUPIED SPACES. PROTECTIVE MEASURES SHALL REMAIN OPERATIONAL AS PROTECTIVE MEASURES SHALL REMAIN OPERATIONAL AS PROTECTIVE MEASURES SHALL REMAIN OPERATIONAL AS PROTECTIVE MEASURES SHALL REMAIN OPERATIONAL AS MEASURES SHALL REMAIN OPERATIONAL AS MEASURES SHALL REMAIN OPERATIONAL AS SHALL REMAIN OPERATIONAL AS SHALL REMAIN OPERATIONAL AS REMAIN OPERATIONAL AS REMAIN OPERATIONAL AS OPERATIONAL AS OPERATIONAL AS AS AS REQUIRED FOR THE DURATION OF THE PROJECT. 9.CONTRACTOR SHALL COORDINATE THE SHUTDOWN OF ANY ROOF TOP CONTRACTOR SHALL COORDINATE THE SHUTDOWN OF ANY ROOF TOP SHALL COORDINATE THE SHUTDOWN OF ANY ROOF TOP SHALL COORDINATE THE SHUTDOWN OF ANY ROOF TOP COORDINATE THE SHUTDOWN OF ANY ROOF TOP COORDINATE THE SHUTDOWN OF ANY ROOF TOP THE SHUTDOWN OF ANY ROOF TOP THE SHUTDOWN OF ANY ROOF TOP SHUTDOWN OF ANY ROOF TOP SHUTDOWN OF ANY ROOF TOP OF ANY ROOF TOP OF ANY ROOF TOP ANY ROOF TOP ANY ROOF TOP ROOF TOP ROOF TOP TOP TOP EQUIPMENT WITH THE OWNER. 10.CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP SHALL REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP SHALL REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP REMOVE AND DISPOSE OF ANY ABANDONED ROOF TOP AND DISPOSE OF ANY ABANDONED ROOF TOP AND DISPOSE OF ANY ABANDONED ROOF TOP DISPOSE OF ANY ABANDONED ROOF TOP DISPOSE OF ANY ABANDONED ROOF TOP OF ANY ABANDONED ROOF TOP OF ANY ABANDONED ROOF TOP ANY ABANDONED ROOF TOP ANY ABANDONED ROOF TOP ABANDONED ROOF TOP ABANDONED ROOF TOP ROOF TOP ROOF TOP TOP TOP EQUIPMENT AND PENETRATIONS AS IDENTIFIED BY THE OWNER. OPENINGS AND PENETRATIONS AS IDENTIFIED BY THE OWNER. OPENINGS AND PENETRATIONS AS IDENTIFIED BY THE OWNER. OPENINGS PENETRATIONS AS IDENTIFIED BY THE OWNER. OPENINGS PENETRATIONS AS IDENTIFIED BY THE OWNER. OPENINGS AS IDENTIFIED BY THE OWNER. OPENINGS AS IDENTIFIED BY THE OWNER. OPENINGS IDENTIFIED BY THE OWNER. OPENINGS IDENTIFIED BY THE OWNER. OPENINGS BY THE OWNER. OPENINGS BY THE OWNER. OPENINGS THE OWNER. OPENINGS THE OWNER. OPENINGS OWNER. OPENINGS OWNER. OPENINGS OPENINGS OPENINGS OPENINGS IN THE DECK SHALL BE REPAIRED. OPENINGS IN THE DECK 12" OR THE DECK SHALL BE REPAIRED. OPENINGS IN THE DECK 12" OR THE DECK SHALL BE REPAIRED. OPENINGS IN THE DECK 12" OR DECK SHALL BE REPAIRED. OPENINGS IN THE DECK 12" OR DECK SHALL BE REPAIRED. OPENINGS IN THE DECK 12" OR SHALL BE REPAIRED. OPENINGS IN THE DECK 12" OR SHALL BE REPAIRED. OPENINGS IN THE DECK 12" OR BE REPAIRED. OPENINGS IN THE DECK 12" OR BE REPAIRED. OPENINGS IN THE DECK 12" OR REPAIRED. OPENINGS IN THE DECK 12" OR REPAIRED. OPENINGS IN THE DECK 12" OR OPENINGS IN THE DECK 12" OR OPENINGS IN THE DECK 12" OR OPENINGS IN THE DECK 12" OR IN THE DECK 12" OR IN THE DECK 12" OR THE DECK 12" OR THE DECK 12" OR DECK 12" OR DECK 12" OR 12" OR 12" OR OR OR LARGER SHALL BE REPAIRED WITH DECKING TO MATCH EXISTING. INSTALL SHALL BE REPAIRED WITH DECKING TO MATCH EXISTING. INSTALL SHALL BE REPAIRED WITH DECKING TO MATCH EXISTING. INSTALL BE REPAIRED WITH DECKING TO MATCH EXISTING. INSTALL BE REPAIRED WITH DECKING TO MATCH EXISTING. INSTALL REPAIRED WITH DECKING TO MATCH EXISTING. INSTALL REPAIRED WITH DECKING TO MATCH EXISTING. INSTALL WITH DECKING TO MATCH EXISTING. INSTALL WITH DECKING TO MATCH EXISTING. INSTALL DECKING TO MATCH EXISTING. INSTALL DECKING TO MATCH EXISTING. INSTALL TO MATCH EXISTING. INSTALL TO MATCH EXISTING. INSTALL MATCH EXISTING. INSTALL MATCH EXISTING. INSTALL EXISTING. INSTALL EXISTING. INSTALL INSTALL INSTALL INSTALL INSULATION TO MATCH EXISTING TYPE AND THICKNESS. 11.PRIOR TO STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND PRIOR TO STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND TO STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND TO STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND STARTING WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND WORK, PROPERLY SECURE ROOF TOP EQUIPMENT AND PROPERLY SECURE ROOF TOP EQUIPMENT AND PROPERLY SECURE ROOF TOP EQUIPMENT AND SECURE ROOF TOP EQUIPMENT AND SECURE ROOF TOP EQUIPMENT AND ROOF TOP EQUIPMENT AND ROOF TOP EQUIPMENT AND TOP EQUIPMENT AND TOP EQUIPMENT AND EQUIPMENT AND EQUIPMENT AND AND AND PENETRATIONS INCLUDING BUT NOT LIMITED TO PIPES, DUCT WORK, INCLUDING BUT NOT LIMITED TO PIPES, DUCT WORK, INCLUDING BUT NOT LIMITED TO PIPES, DUCT WORK, BUT NOT LIMITED TO PIPES, DUCT WORK, BUT NOT LIMITED TO PIPES, DUCT WORK, NOT LIMITED TO PIPES, DUCT WORK, NOT LIMITED TO PIPES, DUCT WORK, LIMITED TO PIPES, DUCT WORK, LIMITED TO PIPES, DUCT WORK, TO PIPES, DUCT WORK, TO PIPES, DUCT WORK, PIPES, DUCT WORK, PIPES, DUCT WORK, DUCT WORK, DUCT WORK, WORK, WORK, INTERIOR CONNECTIONS, ETC. DO NOT ALLOW EQUIPMENT, PIPES, DUCT CONNECTIONS, ETC. DO NOT ALLOW EQUIPMENT, PIPES, DUCT CONNECTIONS, ETC. DO NOT ALLOW EQUIPMENT, PIPES, DUCT ETC. DO NOT ALLOW EQUIPMENT, PIPES, DUCT ETC. DO NOT ALLOW EQUIPMENT, PIPES, DUCT DO NOT ALLOW EQUIPMENT, PIPES, DUCT DO NOT ALLOW EQUIPMENT, PIPES, DUCT DO NOT ALLOW EQUIPMENT, PIPES, DUCT NOT ALLOW EQUIPMENT, PIPES, DUCT NOT ALLOW EQUIPMENT, PIPES, DUCT ALLOW EQUIPMENT, PIPES, DUCT ALLOW EQUIPMENT, PIPES, DUCT EQUIPMENT, PIPES, DUCT EQUIPMENT, PIPES, DUCT PIPES, DUCT PIPES, DUCT DUCT DUCT WORK, ETC. TO SAG OR FALL. PROPERLY SUPPORT AT ALL TIMES. KEEP ETC. TO SAG OR FALL. PROPERLY SUPPORT AT ALL TIMES. KEEP ETC. TO SAG OR FALL. PROPERLY SUPPORT AT ALL TIMES. KEEP TO SAG OR FALL. PROPERLY SUPPORT AT ALL TIMES. KEEP TO SAG OR FALL. PROPERLY SUPPORT AT ALL TIMES. KEEP SAG OR FALL. PROPERLY SUPPORT AT ALL TIMES. KEEP SAG OR FALL. PROPERLY SUPPORT AT ALL TIMES. KEEP OR FALL. PROPERLY SUPPORT AT ALL TIMES. KEEP OR FALL. PROPERLY SUPPORT AT ALL TIMES. KEEP FALL. PROPERLY SUPPORT AT ALL TIMES. KEEP FALL. PROPERLY SUPPORT AT ALL TIMES. KEEP PROPERLY SUPPORT AT ALL TIMES. KEEP PROPERLY SUPPORT AT ALL TIMES. KEEP PROPERLY SUPPORT AT ALL TIMES. KEEP SUPPORT AT ALL TIMES. KEEP SUPPORT AT ALL TIMES. KEEP AT ALL TIMES. KEEP AT ALL TIMES. KEEP ALL TIMES. KEEP ALL TIMES. KEEP TIMES. KEEP TIMES. KEEP KEEP KEEP KEEP EQUIPMENT SECURED AND PROPERLY SUPPORTED AS REQUIRED FOR SECURED AND PROPERLY SUPPORTED AS REQUIRED FOR SECURED AND PROPERLY SUPPORTED AS REQUIRED FOR AND PROPERLY SUPPORTED AS REQUIRED FOR AND PROPERLY SUPPORTED AS REQUIRED FOR PROPERLY SUPPORTED AS REQUIRED FOR PROPERLY SUPPORTED AS REQUIRED FOR SUPPORTED AS REQUIRED FOR SUPPORTED AS REQUIRED FOR AS REQUIRED FOR AS REQUIRED FOR REQUIRED FOR REQUIRED FOR FOR FOR DURATION OF PROJECT OR UNTIL PROPERLY REINSTALLED.
AutoCAD SHX Text
AREA C DEMOLITION ROOF PLAN (MAIN BUILDING)
AutoCAD SHX Text
SCALE: N.T.S
AutoCAD SHX Text
1
AutoCAD SHX Text
EXISTING ROOF CROSS SECTION AREAS C1 & C2
AutoCAD SHX Text
SCALE: N.T.S
AutoCAD SHX Text
2
AutoCAD SHX Text
CSN - CHEYENNE CAMPUS KEY PLAN
AutoCAD SHX Text
ROOF - C1
AutoCAD SHX Text
ROOF - C2
AutoCAD SHX Text
ROOF - C3
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
CONCRETE DECK
AutoCAD SHX Text
LIGHTWEIGHT CONCRETE
AutoCAD SHX Text
INSULATION BOARD
AutoCAD SHX Text
EPDM, BALLAST
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
C
AutoCAD SHX Text
NIC
AutoCAD SHX Text
2
AutoCAD SHX Text
NOTE: CONTRACTOR TO FIELD VERIFY PRIOR TO BIDDING
AutoCAD SHX Text
(702) 651-4676
AutoCAD SHX Text
NORTH LAS VEGAS, NV 89030
AutoCAD SHX Text
3200 EAST CHEYENNE AVENUE
AutoCAD SHX Text
COLLEGE OF SOUTHERN NEVADA
AutoCAD SHX Text
AREA C DEMOLITION ROOF PLAN (MAIN BUILDING)
AutoCAD SHX Text
JUNE 26, 2015
AutoCAD SHX Text
ROOF REPLACEMENT
AutoCAD SHX Text
DRAWING TITLE
AutoCAD SHX Text
DATE OF ISSUE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
SYMBOLS:
AutoCAD SHX Text
- ROOF DRAINS
AutoCAD SHX Text
- ROOF HATCH
AutoCAD SHX Text
- CURBS
AutoCAD SHX Text
- PIPE PENETRATION
AutoCAD SHX Text
1
AutoCAD SHX Text
- KEY NOTES
AutoCAD SHX Text
- DETAILS
AutoCAD SHX Text
- HORIZONTAL PIPE LINES
AutoCAD SHX Text
A501
AutoCAD SHX Text
1
AutoCAD SHX Text
- ABANDONED PENETRATION
AutoCAD SHX Text
A
AutoCAD SHX Text
OD
AutoCAD SHX Text
OD
AutoCAD SHX Text
OD
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
DRAWING ISSUE NAME
AutoCAD SHX Text
1
AutoCAD SHX Text
CDC
AutoCAD SHX Text
01/08/16
AutoCAD SHX Text
N.I.C.
Page 6: CURTAINWALL DESIGN CONSULTING - CSN · curtain wall design and consulting, inc. ... fm 1-90 b. perimeter: min. fm 1-105 perimeter: min. fm 1-1\ര5 min. fm 1-105 c. corner: min. fm

RE

VIS

IO

NS

B

Y D

AT

E

24

00

S

. C

IM

AR

RO

N, S

UIT

E 1

25

L

AS

V

EG

AS

, N

V 8

91

17

P

(7

02

) 2

22

-9

34

9 C

DC

-U

SA

.C

OM

CU

RT

AIN

WA

LL

D

ES

IG

N C

ON

SU

LT

IN

G

TM

CSN 16-0593 Cheyenne Roof Drawings (Revised)

Page 6 of 9

AutoCAD SHX Text
1.REINSTALL CONDUITS, PIPES, EQUIPMENT LIGHTS, ETC. AS REQUIRED FOR REINSTALL CONDUITS, PIPES, EQUIPMENT LIGHTS, ETC. AS REQUIRED FOR CONDUITS, PIPES, EQUIPMENT LIGHTS, ETC. AS REQUIRED FOR CONDUITS, PIPES, EQUIPMENT LIGHTS, ETC. AS REQUIRED FOR PIPES, EQUIPMENT LIGHTS, ETC. AS REQUIRED FOR PIPES, EQUIPMENT LIGHTS, ETC. AS REQUIRED FOR EQUIPMENT LIGHTS, ETC. AS REQUIRED FOR EQUIPMENT LIGHTS, ETC. AS REQUIRED FOR LIGHTS, ETC. AS REQUIRED FOR LIGHTS, ETC. AS REQUIRED FOR ETC. AS REQUIRED FOR ETC. AS REQUIRED FOR AS REQUIRED FOR AS REQUIRED FOR REQUIRED FOR REQUIRED FOR FOR FOR ROOF INSTALLATION. 2.REUSE EXISTING THROUGH-WALL FLASHING..REUSE EXISTING THROUGH-WALL FLASHING..
AutoCAD SHX Text
KEYED NOTES
AutoCAD SHX Text
A107
AutoCAD SHX Text
GENERAL ROOF PLAN NOTES
AutoCAD SHX Text
AREA C ROOF PLAN (MAIN BUILDING)
AutoCAD SHX Text
SCALE: N.T.S
AutoCAD SHX Text
1
AutoCAD SHX Text
1.PREPARE SUBSTRATE FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS PREPARE SUBSTRATE FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS SUBSTRATE FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS SUBSTRATE FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS FOR INSTALLATION OF NEW ROOF SYSTEM ON AREAS INSTALLATION OF NEW ROOF SYSTEM ON AREAS INSTALLATION OF NEW ROOF SYSTEM ON AREAS OF NEW ROOF SYSTEM ON AREAS OF NEW ROOF SYSTEM ON AREAS NEW ROOF SYSTEM ON AREAS NEW ROOF SYSTEM ON AREAS ROOF SYSTEM ON AREAS ROOF SYSTEM ON AREAS SYSTEM ON AREAS SYSTEM ON AREAS ON AREAS ON AREAS AREAS AREAS C1, C2 AND C3. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH C2 AND C3. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH C2 AND C3. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH AND C3. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH AND C3. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH C3. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH C3. REPAIR DAMAGED OR DETERIORATED DECK TO MATCH REPAIR DAMAGED OR DETERIORATED DECK TO MATCH REPAIR DAMAGED OR DETERIORATED DECK TO MATCH REPAIR DAMAGED OR DETERIORATED DECK TO MATCH DAMAGED OR DETERIORATED DECK TO MATCH DAMAGED OR DETERIORATED DECK TO MATCH OR DETERIORATED DECK TO MATCH OR DETERIORATED DECK TO MATCH DETERIORATED DECK TO MATCH DETERIORATED DECK TO MATCH DECK TO MATCH DECK TO MATCH TO MATCH TO MATCH MATCH MATCH EXISTING IN ACCORDANCE WITH SPECIFICATIONS. PRIME CONCRETE AS IN ACCORDANCE WITH SPECIFICATIONS. PRIME CONCRETE AS IN ACCORDANCE WITH SPECIFICATIONS. PRIME CONCRETE AS ACCORDANCE WITH SPECIFICATIONS. PRIME CONCRETE AS ACCORDANCE WITH SPECIFICATIONS. PRIME CONCRETE AS WITH SPECIFICATIONS. PRIME CONCRETE AS WITH SPECIFICATIONS. PRIME CONCRETE AS SPECIFICATIONS. PRIME CONCRETE AS SPECIFICATIONS. PRIME CONCRETE AS PRIME CONCRETE AS PRIME CONCRETE AS PRIME CONCRETE AS CONCRETE AS CONCRETE AS AS AS REQUIRED. INSTALL NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE INSTALL NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE INSTALL NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE INSTALL NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE NEW ROOF SYSTEM AND FLASHINGS IN ACCORDANCE ROOF SYSTEM AND FLASHINGS IN ACCORDANCE ROOF SYSTEM AND FLASHINGS IN ACCORDANCE SYSTEM AND FLASHINGS IN ACCORDANCE SYSTEM AND FLASHINGS IN ACCORDANCE AND FLASHINGS IN ACCORDANCE AND FLASHINGS IN ACCORDANCE FLASHINGS IN ACCORDANCE FLASHINGS IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH PLANS, SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS. 2.INSTALL ALL NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, INSTALL ALL NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, ALL NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, ALL NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, NEW BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, BASE FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, WALL FLASHINGS, METAL FLASHINGS, FLASHINGS, METAL FLASHINGS, FLASHINGS, METAL FLASHINGS, METAL FLASHINGS, METAL FLASHINGS, FLASHINGS, FLASHINGS, METAL COPINGS, SCUPPERS, DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS COPINGS, SCUPPERS, DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS COPINGS, SCUPPERS, DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS SCUPPERS, DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS SCUPPERS, DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS DOWNSPOUTS, COUNTER FLASHINGS, ETC. AS COUNTER FLASHINGS, ETC. AS COUNTER FLASHINGS, ETC. AS FLASHINGS, ETC. AS FLASHINGS, ETC. AS ETC. AS ETC. AS AS AS REQUIRED. 3.REPAIR ROOF SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL REPAIR ROOF SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL ROOF SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL ROOF SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL SYSTEM ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL ON METAL ROOF AREAS. REAPPLY SEALANT AT ALL METAL ROOF AREAS. REAPPLY SEALANT AT ALL METAL ROOF AREAS. REAPPLY SEALANT AT ALL ROOF AREAS. REAPPLY SEALANT AT ALL ROOF AREAS. REAPPLY SEALANT AT ALL AREAS. REAPPLY SEALANT AT ALL AREAS. REAPPLY SEALANT AT ALL REAPPLY SEALANT AT ALL REAPPLY SEALANT AT ALL REAPPLY SEALANT AT ALL SEALANT AT ALL SEALANT AT ALL AT ALL AT ALL ALL ALL DETAILS, GUTTERS, EDGES, PENETRATIONS. CLEAN GUTTERS AND GUTTERS, EDGES, PENETRATIONS. CLEAN GUTTERS AND GUTTERS, EDGES, PENETRATIONS. CLEAN GUTTERS AND EDGES, PENETRATIONS. CLEAN GUTTERS AND EDGES, PENETRATIONS. CLEAN GUTTERS AND PENETRATIONS. CLEAN GUTTERS AND PENETRATIONS. CLEAN GUTTERS AND CLEAN GUTTERS AND CLEAN GUTTERS AND CLEAN GUTTERS AND GUTTERS AND GUTTERS AND AND AND DOWNSPOUTS, REATTACHED LOOSE METAL FLASHINGS. 4.WATER THAT REMAINS IN AN AREA ON THE ROOF LONGER THAN 48 HOURS WATER THAT REMAINS IN AN AREA ON THE ROOF LONGER THAN 48 HOURS THAT REMAINS IN AN AREA ON THE ROOF LONGER THAN 48 HOURS THAT REMAINS IN AN AREA ON THE ROOF LONGER THAN 48 HOURS REMAINS IN AN AREA ON THE ROOF LONGER THAN 48 HOURS REMAINS IN AN AREA ON THE ROOF LONGER THAN 48 HOURS IN AN AREA ON THE ROOF LONGER THAN 48 HOURS IN AN AREA ON THE ROOF LONGER THAN 48 HOURS AN AREA ON THE ROOF LONGER THAN 48 HOURS AN AREA ON THE ROOF LONGER THAN 48 HOURS AREA ON THE ROOF LONGER THAN 48 HOURS AREA ON THE ROOF LONGER THAN 48 HOURS ON THE ROOF LONGER THAN 48 HOURS ON THE ROOF LONGER THAN 48 HOURS THE ROOF LONGER THAN 48 HOURS THE ROOF LONGER THAN 48 HOURS ROOF LONGER THAN 48 HOURS ROOF LONGER THAN 48 HOURS LONGER THAN 48 HOURS LONGER THAN 48 HOURS THAN 48 HOURS THAN 48 HOURS 48 HOURS 48 HOURS HOURS HOURS AFTER THE CESSATION OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE THE CESSATION OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE THE CESSATION OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE CESSATION OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE CESSATION OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE OF RAINFALL IS NOT ACCEPTABLE AND SHALL BE RAINFALL IS NOT ACCEPTABLE AND SHALL BE RAINFALL IS NOT ACCEPTABLE AND SHALL BE IS NOT ACCEPTABLE AND SHALL BE IS NOT ACCEPTABLE AND SHALL BE NOT ACCEPTABLE AND SHALL BE NOT ACCEPTABLE AND SHALL BE ACCEPTABLE AND SHALL BE ACCEPTABLE AND SHALL BE AND SHALL BE AND SHALL BE SHALL BE SHALL BE BE BE CORRECTED IN AN ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE IN AN ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE IN AN ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE AN ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE AN ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE ACCEPTABLE MANNER AT NO ADDITIONAL COST TO THE MANNER AT NO ADDITIONAL COST TO THE MANNER AT NO ADDITIONAL COST TO THE AT NO ADDITIONAL COST TO THE AT NO ADDITIONAL COST TO THE NO ADDITIONAL COST TO THE NO ADDITIONAL COST TO THE ADDITIONAL COST TO THE ADDITIONAL COST TO THE COST TO THE COST TO THE TO THE TO THE THE THE OWNER. 5.WALKWAY PADS SHALL BE PROVIDED AND INSTALLED FROM ALL ENTRY WALKWAY PADS SHALL BE PROVIDED AND INSTALLED FROM ALL ENTRY PADS SHALL BE PROVIDED AND INSTALLED FROM ALL ENTRY PADS SHALL BE PROVIDED AND INSTALLED FROM ALL ENTRY SHALL BE PROVIDED AND INSTALLED FROM ALL ENTRY SHALL BE PROVIDED AND INSTALLED FROM ALL ENTRY BE PROVIDED AND INSTALLED FROM ALL ENTRY BE PROVIDED AND INSTALLED FROM ALL ENTRY PROVIDED AND INSTALLED FROM ALL ENTRY PROVIDED AND INSTALLED FROM ALL ENTRY AND INSTALLED FROM ALL ENTRY AND INSTALLED FROM ALL ENTRY INSTALLED FROM ALL ENTRY INSTALLED FROM ALL ENTRY FROM ALL ENTRY FROM ALL ENTRY ALL ENTRY ALL ENTRY ENTRY ENTRY POINTS TO AND AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. TO AND AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. TO AND AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. AND AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. AND AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. AROUND ALL SERVICEABLE ROOF TOP EQUIPMENT. ALL SERVICEABLE ROOF TOP EQUIPMENT. ALL SERVICEABLE ROOF TOP EQUIPMENT. SERVICEABLE ROOF TOP EQUIPMENT. SERVICEABLE ROOF TOP EQUIPMENT. ROOF TOP EQUIPMENT. ROOF TOP EQUIPMENT. TOP EQUIPMENT. TOP EQUIPMENT. EQUIPMENT. EQUIPMENT. WALKWAY PAD PATHWAYS SHALL ALSO BE PROVIDED BETWEEN COMMON PAD PATHWAYS SHALL ALSO BE PROVIDED BETWEEN COMMON PAD PATHWAYS SHALL ALSO BE PROVIDED BETWEEN COMMON PATHWAYS SHALL ALSO BE PROVIDED BETWEEN COMMON PATHWAYS SHALL ALSO BE PROVIDED BETWEEN COMMON SHALL ALSO BE PROVIDED BETWEEN COMMON SHALL ALSO BE PROVIDED BETWEEN COMMON ALSO BE PROVIDED BETWEEN COMMON ALSO BE PROVIDED BETWEEN COMMON BE PROVIDED BETWEEN COMMON BE PROVIDED BETWEEN COMMON PROVIDED BETWEEN COMMON PROVIDED BETWEEN COMMON BETWEEN COMMON BETWEEN COMMON COMMON COMMON ROUTES (I.E. BETWEEN THE ROOF HATCH AND ACCESS LADDERS TO (I.E. BETWEEN THE ROOF HATCH AND ACCESS LADDERS TO (I.E. BETWEEN THE ROOF HATCH AND ACCESS LADDERS TO BETWEEN THE ROOF HATCH AND ACCESS LADDERS TO BETWEEN THE ROOF HATCH AND ACCESS LADDERS TO THE ROOF HATCH AND ACCESS LADDERS TO THE ROOF HATCH AND ACCESS LADDERS TO ROOF HATCH AND ACCESS LADDERS TO ROOF HATCH AND ACCESS LADDERS TO HATCH AND ACCESS LADDERS TO HATCH AND ACCESS LADDERS TO AND ACCESS LADDERS TO AND ACCESS LADDERS TO ACCESS LADDERS TO ACCESS LADDERS TO LADDERS TO LADDERS TO TO TO ANOTHER ROOF AREA ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE ROOF AREA ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE ROOF AREA ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE AREA ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE AREA ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE ETC.) IN NO INSTANCE SHALL WALKWAY PADS BE IN NO INSTANCE SHALL WALKWAY PADS BE IN NO INSTANCE SHALL WALKWAY PADS BE IN NO INSTANCE SHALL WALKWAY PADS BE NO INSTANCE SHALL WALKWAY PADS BE NO INSTANCE SHALL WALKWAY PADS BE INSTANCE SHALL WALKWAY PADS BE INSTANCE SHALL WALKWAY PADS BE SHALL WALKWAY PADS BE SHALL WALKWAY PADS BE WALKWAY PADS BE WALKWAY PADS BE PADS BE PADS BE BE BE INSTALLED OVER A SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR OVER A SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR OVER A SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR A SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR A SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR SEAM OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR OR LAP. ORIENT WALKWAY PADS TO ALLOW FOR LAP. ORIENT WALKWAY PADS TO ALLOW FOR LAP. ORIENT WALKWAY PADS TO ALLOW FOR ORIENT WALKWAY PADS TO ALLOW FOR ORIENT WALKWAY PADS TO ALLOW FOR ORIENT WALKWAY PADS TO ALLOW FOR WALKWAY PADS TO ALLOW FOR WALKWAY PADS TO ALLOW FOR PADS TO ALLOW FOR PADS TO ALLOW FOR TO ALLOW FOR TO ALLOW FOR ALLOW FOR ALLOW FOR FOR FOR MAXIMUM DRAINAGE, DO NOT RUN CONTINUOUS WALKWAY PAD THROUGH DRAINAGE, DO NOT RUN CONTINUOUS WALKWAY PAD THROUGH DRAINAGE, DO NOT RUN CONTINUOUS WALKWAY PAD THROUGH DO NOT RUN CONTINUOUS WALKWAY PAD THROUGH DO NOT RUN CONTINUOUS WALKWAY PAD THROUGH NOT RUN CONTINUOUS WALKWAY PAD THROUGH NOT RUN CONTINUOUS WALKWAY PAD THROUGH RUN CONTINUOUS WALKWAY PAD THROUGH RUN CONTINUOUS WALKWAY PAD THROUGH CONTINUOUS WALKWAY PAD THROUGH CONTINUOUS WALKWAY PAD THROUGH WALKWAY PAD THROUGH WALKWAY PAD THROUGH PAD THROUGH PAD THROUGH THROUGH THROUGH VALLEYS. 6.A MINIMUM OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO A MINIMUM OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO MINIMUM OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO MINIMUM OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO OF 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO 12" SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO SHALL BE PROVIDED BETWEEN ALL PENETRATIONS TO BE PROVIDED BETWEEN ALL PENETRATIONS TO BE PROVIDED BETWEEN ALL PENETRATIONS TO PROVIDED BETWEEN ALL PENETRATIONS TO PROVIDED BETWEEN ALL PENETRATIONS TO BETWEEN ALL PENETRATIONS TO BETWEEN ALL PENETRATIONS TO ALL PENETRATIONS TO ALL PENETRATIONS TO PENETRATIONS TO PENETRATIONS TO TO TO ALLOW FOR PROPER FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED FOR PROPER FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED FOR PROPER FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED PROPER FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED PROPER FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED FLASHING. A MINIMUM OF 8" SHALL BE PROVIDED A MINIMUM OF 8" SHALL BE PROVIDED A MINIMUM OF 8" SHALL BE PROVIDED A MINIMUM OF 8" SHALL BE PROVIDED MINIMUM OF 8" SHALL BE PROVIDED MINIMUM OF 8" SHALL BE PROVIDED OF 8" SHALL BE PROVIDED OF 8" SHALL BE PROVIDED 8" SHALL BE PROVIDED 8" SHALL BE PROVIDED SHALL BE PROVIDED SHALL BE PROVIDED BE PROVIDED BE PROVIDED PROVIDED PROVIDED FOR ALL FLASHING HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO ALL FLASHING HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO ALL FLASHING HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO FLASHING HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO FLASHING HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO HEIGHTS FROM TOP OF FINISHED ROOF SURFACE TO FROM TOP OF FINISHED ROOF SURFACE TO FROM TOP OF FINISHED ROOF SURFACE TO TOP OF FINISHED ROOF SURFACE TO TOP OF FINISHED ROOF SURFACE TO OF FINISHED ROOF SURFACE TO OF FINISHED ROOF SURFACE TO FINISHED ROOF SURFACE TO FINISHED ROOF SURFACE TO ROOF SURFACE TO ROOF SURFACE TO SURFACE TO SURFACE TO TO TO TOP OF ROOFING SYSTEM MATERIAL. 7.CONTRACTOR SHALL INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTOR SHALL INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING SHALL INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING SHALL INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING INCLUDE ALL MECHANICAL, ELECTRICAL AND PLUMBING ALL MECHANICAL, ELECTRICAL AND PLUMBING ALL MECHANICAL, ELECTRICAL AND PLUMBING MECHANICAL, ELECTRICAL AND PLUMBING MECHANICAL, ELECTRICAL AND PLUMBING ELECTRICAL AND PLUMBING ELECTRICAL AND PLUMBING AND PLUMBING AND PLUMBING PLUMBING PLUMBING WORK REQUIRED FOR THE INSTALLATION OF THE NEW ROOF SYSTEM. REQUIRED FOR THE INSTALLATION OF THE NEW ROOF SYSTEM. REQUIRED FOR THE INSTALLATION OF THE NEW ROOF SYSTEM. FOR THE INSTALLATION OF THE NEW ROOF SYSTEM. FOR THE INSTALLATION OF THE NEW ROOF SYSTEM. THE INSTALLATION OF THE NEW ROOF SYSTEM. THE INSTALLATION OF THE NEW ROOF SYSTEM. INSTALLATION OF THE NEW ROOF SYSTEM. INSTALLATION OF THE NEW ROOF SYSTEM. OF THE NEW ROOF SYSTEM. OF THE NEW ROOF SYSTEM. THE NEW ROOF SYSTEM. THE NEW ROOF SYSTEM. NEW ROOF SYSTEM. NEW ROOF SYSTEM. ROOF SYSTEM. ROOF SYSTEM. SYSTEM. SYSTEM. INCLUDING BUT NOT LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, BUT NOT LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, BUT NOT LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, NOT LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, NOT LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, LIMITED TO, DISCONNECTS, RECONNECTS, BALANCING, TO, DISCONNECTS, RECONNECTS, BALANCING, TO, DISCONNECTS, RECONNECTS, BALANCING, DISCONNECTS, RECONNECTS, BALANCING, DISCONNECTS, RECONNECTS, BALANCING, RECONNECTS, BALANCING, RECONNECTS, BALANCING, BALANCING, BALANCING, RAISING, RELOCATING, EXTENDING, ETC. AS REQUIRED TO COMPLETE ROOF RELOCATING, EXTENDING, ETC. AS REQUIRED TO COMPLETE ROOF RELOCATING, EXTENDING, ETC. AS REQUIRED TO COMPLETE ROOF EXTENDING, ETC. AS REQUIRED TO COMPLETE ROOF EXTENDING, ETC. AS REQUIRED TO COMPLETE ROOF ETC. AS REQUIRED TO COMPLETE ROOF ETC. AS REQUIRED TO COMPLETE ROOF AS REQUIRED TO COMPLETE ROOF AS REQUIRED TO COMPLETE ROOF REQUIRED TO COMPLETE ROOF REQUIRED TO COMPLETE ROOF TO COMPLETE ROOF TO COMPLETE ROOF COMPLETE ROOF COMPLETE ROOF ROOF ROOF REPLACEMENT IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. 8.CRICKETS SHALL BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS CRICKETS SHALL BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS SHALL BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS SHALL BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS BE INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS INSTALLED ON THE HIGH SIDE OF ALL PENETRATIONS ON THE HIGH SIDE OF ALL PENETRATIONS ON THE HIGH SIDE OF ALL PENETRATIONS THE HIGH SIDE OF ALL PENETRATIONS THE HIGH SIDE OF ALL PENETRATIONS HIGH SIDE OF ALL PENETRATIONS HIGH SIDE OF ALL PENETRATIONS SIDE OF ALL PENETRATIONS SIDE OF ALL PENETRATIONS OF ALL PENETRATIONS OF ALL PENETRATIONS ALL PENETRATIONS ALL PENETRATIONS PENETRATIONS PENETRATIONS 12" OR LARGER TO DIVERT WATER AROUND PENETRATIONS. 9.MATERIAL SHALL BE STAGED AND STORED TO PREVENT DAMAGES TO THE MATERIAL SHALL BE STAGED AND STORED TO PREVENT DAMAGES TO THE SHALL BE STAGED AND STORED TO PREVENT DAMAGES TO THE SHALL BE STAGED AND STORED TO PREVENT DAMAGES TO THE BE STAGED AND STORED TO PREVENT DAMAGES TO THE BE STAGED AND STORED TO PREVENT DAMAGES TO THE STAGED AND STORED TO PREVENT DAMAGES TO THE STAGED AND STORED TO PREVENT DAMAGES TO THE AND STORED TO PREVENT DAMAGES TO THE AND STORED TO PREVENT DAMAGES TO THE STORED TO PREVENT DAMAGES TO THE STORED TO PREVENT DAMAGES TO THE TO PREVENT DAMAGES TO THE TO PREVENT DAMAGES TO THE PREVENT DAMAGES TO THE PREVENT DAMAGES TO THE DAMAGES TO THE DAMAGES TO THE TO THE TO THE THE THE BUILDING STRUCTURE AND / OR NEW MATERIALS. DAMAGE TO THE STRUCTURE AND / OR NEW MATERIALS. DAMAGE TO THE STRUCTURE AND / OR NEW MATERIALS. DAMAGE TO THE AND / OR NEW MATERIALS. DAMAGE TO THE AND / OR NEW MATERIALS. DAMAGE TO THE / OR NEW MATERIALS. DAMAGE TO THE / OR NEW MATERIALS. DAMAGE TO THE OR NEW MATERIALS. DAMAGE TO THE OR NEW MATERIALS. DAMAGE TO THE NEW MATERIALS. DAMAGE TO THE NEW MATERIALS. DAMAGE TO THE MATERIALS. DAMAGE TO THE MATERIALS. DAMAGE TO THE DAMAGE TO THE DAMAGE TO THE DAMAGE TO THE TO THE TO THE THE THE STRUCTURE SHALL BE REPAIRED / REPLACED AT NO ADDITIONAL COST TO SHALL BE REPAIRED / REPLACED AT NO ADDITIONAL COST TO SHALL BE REPAIRED / REPLACED AT NO ADDITIONAL COST TO BE REPAIRED / REPLACED AT NO ADDITIONAL COST TO BE REPAIRED / REPLACED AT NO ADDITIONAL COST TO REPAIRED / REPLACED AT NO ADDITIONAL COST TO REPAIRED / REPLACED AT NO ADDITIONAL COST TO / REPLACED AT NO ADDITIONAL COST TO / REPLACED AT NO ADDITIONAL COST TO REPLACED AT NO ADDITIONAL COST TO REPLACED AT NO ADDITIONAL COST TO AT NO ADDITIONAL COST TO AT NO ADDITIONAL COST TO NO ADDITIONAL COST TO NO ADDITIONAL COST TO ADDITIONAL COST TO ADDITIONAL COST TO COST TO COST TO TO TO THE OWNER. NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED OWNER. NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED OWNER. NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED NEW MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED MATERIALS DEEMED TO BE DAMAGED OR DETERIORATED DEEMED TO BE DAMAGED OR DETERIORATED DEEMED TO BE DAMAGED OR DETERIORATED TO BE DAMAGED OR DETERIORATED TO BE DAMAGED OR DETERIORATED BE DAMAGED OR DETERIORATED BE DAMAGED OR DETERIORATED DAMAGED OR DETERIORATED DAMAGED OR DETERIORATED OR DETERIORATED OR DETERIORATED DETERIORATED DETERIORATED BY THE DESIGNER / OWNER SHALL BE REMOVED FROM THE PROJECT SITE THE DESIGNER / OWNER SHALL BE REMOVED FROM THE PROJECT SITE THE DESIGNER / OWNER SHALL BE REMOVED FROM THE PROJECT SITE DESIGNER / OWNER SHALL BE REMOVED FROM THE PROJECT SITE DESIGNER / OWNER SHALL BE REMOVED FROM THE PROJECT SITE / OWNER SHALL BE REMOVED FROM THE PROJECT SITE / OWNER SHALL BE REMOVED FROM THE PROJECT SITE OWNER SHALL BE REMOVED FROM THE PROJECT SITE OWNER SHALL BE REMOVED FROM THE PROJECT SITE SHALL BE REMOVED FROM THE PROJECT SITE SHALL BE REMOVED FROM THE PROJECT SITE BE REMOVED FROM THE PROJECT SITE BE REMOVED FROM THE PROJECT SITE REMOVED FROM THE PROJECT SITE REMOVED FROM THE PROJECT SITE FROM THE PROJECT SITE FROM THE PROJECT SITE THE PROJECT SITE THE PROJECT SITE PROJECT SITE PROJECT SITE SITE SITE AND REPLACED WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE REPLACED WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE REPLACED WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE NEW MATERIALS AT NO ADDITIONAL COST TO THE NEW MATERIALS AT NO ADDITIONAL COST TO THE MATERIALS AT NO ADDITIONAL COST TO THE MATERIALS AT NO ADDITIONAL COST TO THE AT NO ADDITIONAL COST TO THE AT NO ADDITIONAL COST TO THE NO ADDITIONAL COST TO THE NO ADDITIONAL COST TO THE ADDITIONAL COST TO THE ADDITIONAL COST TO THE COST TO THE COST TO THE TO THE TO THE THE THE OWNER. REMOVE ALL WET OR DETERIORATED DECKING, INSULATION OR REMOVE ALL WET OR DETERIORATED DECKING, INSULATION OR REMOVE ALL WET OR DETERIORATED DECKING, INSULATION OR REMOVE ALL WET OR DETERIORATED DECKING, INSULATION OR ALL WET OR DETERIORATED DECKING, INSULATION OR ALL WET OR DETERIORATED DECKING, INSULATION OR WET OR DETERIORATED DECKING, INSULATION OR WET OR DETERIORATED DECKING, INSULATION OR OR DETERIORATED DECKING, INSULATION OR OR DETERIORATED DECKING, INSULATION OR DETERIORATED DECKING, INSULATION OR DETERIORATED DECKING, INSULATION OR DECKING, INSULATION OR DECKING, INSULATION OR INSULATION OR INSULATION OR OR OR ROOFING MATERIALS. 10.ALL ROOF TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED ALL ROOF TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED ROOF TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED ROOF TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED TOP APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED APPARATUSES / EQUIPMENT, SHALL BE PROPERLY SECURED / EQUIPMENT, SHALL BE PROPERLY SECURED / EQUIPMENT, SHALL BE PROPERLY SECURED EQUIPMENT, SHALL BE PROPERLY SECURED EQUIPMENT, SHALL BE PROPERLY SECURED SHALL BE PROPERLY SECURED SHALL BE PROPERLY SECURED BE PROPERLY SECURED BE PROPERLY SECURED PROPERLY SECURED PROPERLY SECURED SECURED SECURED AND ATTACHED INCLUDING BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST ATTACHED INCLUDING BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST ATTACHED INCLUDING BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST INCLUDING BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST INCLUDING BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST BUT NOT LIMITED TO, SKYLIGHTS, EXHAUST NOT LIMITED TO, SKYLIGHTS, EXHAUST NOT LIMITED TO, SKYLIGHTS, EXHAUST LIMITED TO, SKYLIGHTS, EXHAUST LIMITED TO, SKYLIGHTS, EXHAUST TO, SKYLIGHTS, EXHAUST TO, SKYLIGHTS, EXHAUST SKYLIGHTS, EXHAUST SKYLIGHTS, EXHAUST EXHAUST EXHAUST FANS, SATELLITE DISH, VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT SATELLITE DISH, VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT SATELLITE DISH, VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT DISH, VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT DISH, VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT VENT CAPS, MECHANICAL UNITS, CONDUITS, DUCT CAPS, MECHANICAL UNITS, CONDUITS, DUCT CAPS, MECHANICAL UNITS, CONDUITS, DUCT MECHANICAL UNITS, CONDUITS, DUCT MECHANICAL UNITS, CONDUITS, DUCT UNITS, CONDUITS, DUCT UNITS, CONDUITS, DUCT CONDUITS, DUCT CONDUITS, DUCT DUCT DUCT WORK, PIPE SUPPORTS, ETC. MINIMUM OF TWO (2) GASKETED FASTENERS PIPE SUPPORTS, ETC. MINIMUM OF TWO (2) GASKETED FASTENERS PIPE SUPPORTS, ETC. MINIMUM OF TWO (2) GASKETED FASTENERS SUPPORTS, ETC. MINIMUM OF TWO (2) GASKETED FASTENERS SUPPORTS, ETC. MINIMUM OF TWO (2) GASKETED FASTENERS ETC. MINIMUM OF TWO (2) GASKETED FASTENERS ETC. MINIMUM OF TWO (2) GASKETED FASTENERS MINIMUM OF TWO (2) GASKETED FASTENERS MINIMUM OF TWO (2) GASKETED FASTENERS MINIMUM OF TWO (2) GASKETED FASTENERS OF TWO (2) GASKETED FASTENERS OF TWO (2) GASKETED FASTENERS TWO (2) GASKETED FASTENERS TWO (2) GASKETED FASTENERS (2) GASKETED FASTENERS (2) GASKETED FASTENERS GASKETED FASTENERS GASKETED FASTENERS FASTENERS FASTENERS PER SIDE AT A MINIMUM OF 12" O.C. 11.ALL EXPOSED FASTENERS SHALL BE GASKETED. ALL EXPOSED FASTENERS SHALL BE GASKETED. 12.PROVIDE SHEET METAL BACKER AT FRAMED WALLS WHERE ROOF IS PROVIDE SHEET METAL BACKER AT FRAMED WALLS WHERE ROOF IS SHEET METAL BACKER AT FRAMED WALLS WHERE ROOF IS SHEET METAL BACKER AT FRAMED WALLS WHERE ROOF IS METAL BACKER AT FRAMED WALLS WHERE ROOF IS METAL BACKER AT FRAMED WALLS WHERE ROOF IS BACKER AT FRAMED WALLS WHERE ROOF IS BACKER AT FRAMED WALLS WHERE ROOF IS AT FRAMED WALLS WHERE ROOF IS AT FRAMED WALLS WHERE ROOF IS FRAMED WALLS WHERE ROOF IS FRAMED WALLS WHERE ROOF IS WALLS WHERE ROOF IS WALLS WHERE ROOF IS WHERE ROOF IS WHERE ROOF IS ROOF IS ROOF IS IS IS TERMINATED WITH TERMINATION BAR OR PLATES AND FASTENERS. 13.NAILERS SHALL BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 NAILERS SHALL BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 SHALL BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 SHALL BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 BE INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 INSTALLED IN GENERAL CONFORMANCE WITH FM 1-49 IN GENERAL CONFORMANCE WITH FM 1-49 IN GENERAL CONFORMANCE WITH FM 1-49 GENERAL CONFORMANCE WITH FM 1-49 GENERAL CONFORMANCE WITH FM 1-49 CONFORMANCE WITH FM 1-49 CONFORMANCE WITH FM 1-49 WITH FM 1-49 WITH FM 1-49 FM 1-49 FM 1-49 1-49 1-49 AND SECURED TO RESIST A MINIMUM OF 300 PSF. 14.PRIME AND PAINT ALL GAS LINES YELLOW.PRIME AND PAINT ALL GAS LINES YELLOW.
AutoCAD SHX Text
ROOF - C1
AutoCAD SHX Text
ROOF - C2
AutoCAD SHX Text
ROOF - C3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
A501
AutoCAD SHX Text
2
AutoCAD SHX Text
A501
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
CSN - CHEYENNE CAMPUS KEY PLAN
AutoCAD SHX Text
C
AutoCAD SHX Text
A501
AutoCAD SHX Text
1
AutoCAD SHX Text
NIC
AutoCAD SHX Text
(702) 651-4676
AutoCAD SHX Text
NORTH LAS VEGAS, NV 89030
AutoCAD SHX Text
3200 EAST CHEYENNE AVENUE
AutoCAD SHX Text
COLLEGE OF SOUTHERN NEVADA
AutoCAD SHX Text
AREA C ROOF PLAN (MAIN BUILDING)
AutoCAD SHX Text
JUNE 26, 2015
AutoCAD SHX Text
ROOF REPLACEMENT
AutoCAD SHX Text
DRAWING TITLE
AutoCAD SHX Text
DATE OF ISSUE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
A501
AutoCAD SHX Text
6
AutoCAD SHX Text
A501
AutoCAD SHX Text
9
AutoCAD SHX Text
A501
AutoCAD SHX Text
4
AutoCAD SHX Text
SYMBOLS:
AutoCAD SHX Text
- ROOF DRAINS
AutoCAD SHX Text
- ROOF HATCH
AutoCAD SHX Text
- CURBS
AutoCAD SHX Text
- PIPE PENETRATION
AutoCAD SHX Text
1
AutoCAD SHX Text
- KEY NOTES
AutoCAD SHX Text
- DETAILS
AutoCAD SHX Text
- HORIZONTAL PIPE LINES
AutoCAD SHX Text
A501
AutoCAD SHX Text
1
AutoCAD SHX Text
OD
AutoCAD SHX Text
OD
AutoCAD SHX Text
OD
AutoCAD SHX Text
OD
AutoCAD SHX Text
A501
AutoCAD SHX Text
3
AutoCAD SHX Text
A501
AutoCAD SHX Text
1
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
DRAWING ISSUE NAME
AutoCAD SHX Text
CONTINUOUS CLEAT, 22GA MIN.
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE
AutoCAD SHX Text
TERMINATION BAR & FASTENER
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE BASE FLASHING, ADHERED
AutoCAD SHX Text
SUBSTRATE BOARD, " MIN.12" MIN.
AutoCAD SHX Text
CONTINUOUS CLEAT, 22GA MIN.
AutoCAD SHX Text
SHEET METAL COPING, 24 GA MIN.
AutoCAD SHX Text
METAL PANEL UNDERLAYMENT, SELF ADHERED, HIGH TEMP
AutoCAD SHX Text
STANDING SEAM METAL ROOF PANEL SYSTEM, 24 GA MIN. MATCH EXISTING TYPE AND COLOR
AutoCAD SHX Text
DRIP EDGE, 22 GA MIN.
AutoCAD SHX Text
EXISTING CONCRETE
AutoCAD SHX Text
SELF ADHERED UNDERLAYMENT
AutoCAD SHX Text
NEW ROOF SYSTEM AT MANSARD
AutoCAD SHX Text
1/2" DENSDECK PRIME
AutoCAD SHX Text
EXISTING SUBSTRATE
AutoCAD SHX Text
THERMOPLASTIC BASE FLASHING, ADHERED - INSTALL NEW ROOFING TO COORDINATE WITH EXISTING DOME ROOFING. ALTER EXISTING DOME ROOFING AS REQUIRED TO INSTALL NEW PVC ROOFING
AutoCAD SHX Text
EXISTING DOME ROOF
AutoCAD SHX Text
GRAVEL STOP DRIP EDGE, 22 GA MIN.
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE
AutoCAD SHX Text
EXISTING SUBSTRATE
AutoCAD SHX Text
TERMINATION BAR & FASTENER
AutoCAD SHX Text
NEW ROOF SYSTEM AT DOME (C3)
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
A502/DET.8 (TYP.)
AutoCAD SHX Text
A502/ DET.1 & 2 (TYP.)
AutoCAD SHX Text
A502/ DET.4 & 5 (TYP.)
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
1/2" DENSDECK PRIME
AutoCAD SHX Text
1
AutoCAD SHX Text
CDC
AutoCAD SHX Text
01/08/16
AutoCAD SHX Text
N.I.C.
Page 7: CURTAINWALL DESIGN CONSULTING - CSN · curtain wall design and consulting, inc. ... fm 1-90 b. perimeter: min. fm 1-105 perimeter: min. fm 1-1\ര5 min. fm 1-105 c. corner: min. fm

RE

VIS

IO

NS

B

Y D

AT

E

4 32 1

C

B

A

1

2

3

4

A

B

C

24

00

S

. C

IM

AR

RO

N, S

UIT

E 1

25

L

AS

V

EG

AS

, N

V 8

91

17

P

(7

02

) 2

22

-9

34

9 C

DC

-U

SA

.C

OM

CU

RT

AIN

WA

LL

D

ES

IG

N C

ON

SU

LT

IN

G

TM

CSN 16-0593 Cheyenne Roof Drawings (Revised)

Page 7 of 9

AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
10
AutoCAD SHX Text
%%UCURB EXPANSION JOINT
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
6
AutoCAD SHX Text
%%UBASEFLASHING
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
7
AutoCAD SHX Text
%%UPARAPET WALL WITHOUT METAL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
2
AutoCAD SHX Text
%%UNEW ROOF SYSTEM AT MANSARD
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
5
AutoCAD SHX Text
%%UBASE FLASHING
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
3
AutoCAD SHX Text
%%UNEW ROOF SYSTEM AT DOME
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
4
AutoCAD SHX Text
%%UDRIP EDGE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
1
AutoCAD SHX Text
%%UNEW ROOF SYSTEM AT LOW SLOPED AREA (CROSS SECTION)
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
72 MIL, FELT BACK, FULLY ADHERED PVC MEMBRANE CONFORMING TO ASTM D4434 - PER SECTION 07 54 00 (NEW)
AutoCAD SHX Text
1/2" DENSDECK PRIME
AutoCAD SHX Text
LIGHTWEIGHT INSULATING CONCRETE (LWIC)
AutoCAD SHX Text
EXISTING CONCRETE DECK
AutoCAD SHX Text
EXISTING SUBSTRATE
AutoCAD SHX Text
SUBSTRATE BOARD, " MIN., 12" MIN., MECHANICALLY ATTACHED
AutoCAD SHX Text
THERMOPLASTIC BASE FLASHING, ADHERED
AutoCAD SHX Text
URETHANE COATING OVER SPRAY FOAM, 2" MIN.
AutoCAD SHX Text
GRAVEL STOP DRIP EDGE, 22 GA MIN.
AutoCAD SHX Text
REUSE EXISTING THROUGH-WALL FLASHING
AutoCAD SHX Text
A501
AutoCAD SHX Text
PARAPET WALL (EXISTING)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
9
AutoCAD SHX Text
%%UEXPANSION JOINT
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
8
AutoCAD SHX Text
%%UEXISTING METAL ROOF SYSTEM
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
NOTES: : 1. PAINT FACE OF MEMBRANE CLAD DRIP EDGE, COLOR SELECTED BY OWNER.
AutoCAD SHX Text
(702) 651-4676
AutoCAD SHX Text
NORTH LAS VEGAS, NV 89030
AutoCAD SHX Text
3200 EAST CHEYENNE AVENUE
AutoCAD SHX Text
COLLEGE OF SOUTHERN NEVADA
AutoCAD SHX Text
ROOF DETAILS
AutoCAD SHX Text
JUNE 26, 2015
AutoCAD SHX Text
ROOF REPLACEMENT
AutoCAD SHX Text
DRAWING TITLE
AutoCAD SHX Text
DATE OF ISSUE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
REFER TO DETAIL FOR APPLICABLE ROOFING ASSEMBLY (TYPICAL)
AutoCAD SHX Text
THERMOPLASTIC ROOFING MEMBRANE, FULLY ADHERED
AutoCAD SHX Text
ENGINEERED METAL NAILER
AutoCAD SHX Text
THERMOPLASTIC CLAD METAL EDGE - FABRICATED AND INSTALLED PER NRCA TESTED ANSI-SPRI ES-1 EDGE
AutoCAD SHX Text
REFER TO DETAIL FOR APPLICABLE ROOFING ASSEMBLY (TYPICAL)
AutoCAD SHX Text
THERMOPLASTIC ROOFING MEMBRANE, FULLY ADHERED
AutoCAD SHX Text
SILICONE SEALANT
AutoCAD SHX Text
EXISTING SUBSTRATE
AutoCAD SHX Text
MIN. 24 GAUGE SURFACE MOUNTED COUNTER FLASHING
AutoCAD SHX Text
CONTINUOUS TERMINATION BAR AND SEALANT
AutoCAD SHX Text
REFER TO DETAIL FOR APPLICABLE ROOFING ASSEMBLY (TYPICAL)
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE BASE FLASHING, FULLY ADHERED
AutoCAD SHX Text
SILICONE SEALANT, NEW
AutoCAD SHX Text
TERMINATION BAR & FASTENER
AutoCAD SHX Text
COUNTERFLASHING, 24 GA MIN. (NEW)
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE, ADHERED
AutoCAD SHX Text
TOP OF WALL TO SLOPE :12 MIN.12:12 MIN.
AutoCAD SHX Text
REFER TO DETAIL FOR APPLICABLE ROOFING ASSEMBLY (TYPICAL)
AutoCAD SHX Text
THERMOPLASTIC ROOFING MEMBRANE,ADHERED
AutoCAD SHX Text
CONTINUOUS FOAM BACKER ROD - 3" MINIMUM
AutoCAD SHX Text
TERMINATION BAR & FASTENER
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE
AutoCAD SHX Text
CONTINUOUS CLEAT, 22GA MIN.
AutoCAD SHX Text
STANDING SEAM METAL ROOF PANEL SYSTEM, 24 GA MIN. MATCH EXISTING TYPE & COLOR
AutoCAD SHX Text
DRIP EDGE, 22 GA MIN.
AutoCAD SHX Text
TERMINATION BAR & FASTENER
AutoCAD SHX Text
PLASTIC SHEATHING
AutoCAD SHX Text
BATT INSULATION
AutoCAD SHX Text
CONTINUOUS CLEAT, 22GA MIN.
AutoCAD SHX Text
TERMINATION BAR & FASTENER
AutoCAD SHX Text
1/2" DENSDECK PRIME
AutoCAD SHX Text
TERMINATION BAR & FASTENER
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE BASE FLASHING, ADHERED
AutoCAD SHX Text
SUBSTRATE BOARD, 12" MIN.
AutoCAD SHX Text
METAL PANEL UNDERLAYMENT, SELF ADHERED, HIGH TEMP
AutoCAD SHX Text
SHEET METAL COPING, 24 GA MIN.
AutoCAD SHX Text
EXISTING CONCRETE
AutoCAD SHX Text
SELF ADHERED UNDERLAYMENT
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE
AutoCAD SHX Text
EXISTING SUBSTRATE
AutoCAD SHX Text
TERMINATION BAR & FASTENER
AutoCAD SHX Text
SUBSTRATE BOARD, " MIN.12" MIN.
AutoCAD SHX Text
EXISTING SUBSTRATE
AutoCAD SHX Text
SILICONE SEALANT, NEW
AutoCAD SHX Text
REUSE EXISTING THROUGH-WALL FLASHING
AutoCAD SHX Text
GASKETED FASTENER 8" O.C.
AutoCAD SHX Text
LIGHTWEIGHT INSULATING CONCRETE (LWIC)
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE
AutoCAD SHX Text
TERMINATION BAR & FASTENER
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE BASE FLASHING, ADHERED
AutoCAD SHX Text
SUBSTRATE BOARD, 12" MIN.
AutoCAD SHX Text
CONTINUOUS CLEAT, 22GA MIN.
AutoCAD SHX Text
SHEET METAL COPING, 24 GA MIN.
AutoCAD SHX Text
EXISTING STANDING SEAM METAL ROOF PANEL SYSTEM
AutoCAD SHX Text
EXISTING CONCRETE
AutoCAD SHX Text
CONTINUOUS CLEAT, 22GA MIN.
AutoCAD SHX Text
NOTES: : 1.REMOVE EXISTING METAL COPING TO ALLOW FOR INSTALLATION OF NEW REMOVE EXISTING METAL COPING TO ALLOW FOR INSTALLATION OF NEW THERMOPLASTIC ROOF SYSTEM. FABRICATE AND INSTALL NEW SHEET METAL COPING. 2.DIVORCE PVC MEMBRANE FROM CONTACT WITH METAL ROOF UNDERLAYMENT.DIVORCE PVC MEMBRANE FROM CONTACT WITH METAL ROOF UNDERLAYMENT.
AutoCAD SHX Text
SUBSTRATE BOARD, " MIN.12" MIN.
AutoCAD SHX Text
REFER TO DETAIL FOR APPLICABLE ROOFING ASSEMBLY (TYPICAL)
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE BASE FLASHING, FULLY ADHERED
AutoCAD SHX Text
SHEET METAL ENCLOSURE, 24 GA MIN.
AutoCAD SHX Text
EXISTING SUBSTRATE
AutoCAD SHX Text
TERMINATION BAR & FASTENER
AutoCAD SHX Text
BATT INSULATION
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
DRAWING ISSUE NAME
AutoCAD SHX Text
NOTES: : 1.DIVORCE PVC MEMBRANE FROM CONTACT WITH METAL ROOF UNDERLAYMENT.DIVORCE PVC MEMBRANE FROM CONTACT WITH METAL ROOF UNDERLAYMENT.
AutoCAD SHX Text
NOTES: : 1.AS APPROVED FOR USE BY ROOF MANUFACTURER, MEMBRANE MAY BE AS APPROVED FOR USE BY ROOF MANUFACTURER, MEMBRANE MAY BE UTILIZED SIMILAR TO DETAIL 9. TO BE COORDINATED WITH EXISTING COUNTERFLASHING LOCATION.
AutoCAD SHX Text
NOTES: : 1.WHERE EXISTING ROOF IS TO REMAIN AT AREA A - ALTER EXISTING ROOF AS WHERE EXISTING ROOF IS TO REMAIN AT AREA A - ALTER EXISTING ROOF AS REQUIRED TO INSTALL NEW ROOFING. DIVORCE EXISTING ROOF FROM NEW WITH METAL FLASHING OR SIMILAR. MAINTAIN WATERTIGHTNESS OF EXISTING ROOF AT EXPANSION JOINT.
AutoCAD SHX Text
1
AutoCAD SHX Text
CDC
AutoCAD SHX Text
01/08/16
Page 8: CURTAINWALL DESIGN CONSULTING - CSN · curtain wall design and consulting, inc. ... fm 1-90 b. perimeter: min. fm 1-105 perimeter: min. fm 1-1\ര5 min. fm 1-105 c. corner: min. fm

RE

VIS

IO

NS

B

Y D

AT

E

4 32 1

C

B

A

1

2

3

4

A

B

C

24

00

S

. C

IM

AR

RO

N, S

UIT

E 1

25

L

AS

V

EG

AS

, N

V 8

91

17

P

(7

02

) 2

22

-9

34

9 C

DC

-U

SA

.C

OM

CU

RT

AIN

WA

LL

D

ES

IG

N C

ON

SU

LT

IN

G

TM

CSN 16-0593 Cheyenne Roof Drawings (Revised)

Page 8 of 9

AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
10
AutoCAD SHX Text
%%UWALKPAD
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
6
AutoCAD SHX Text
%%UBASE FLASHING AT THROUGH WALL SCUPPER
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
7
AutoCAD SHX Text
%%UBASE FLASHING AT OVERFLOW SCUPPER
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
2
AutoCAD SHX Text
%%UPLUMBING VENT (FIELD WRAP)
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
5
AutoCAD SHX Text
%%UBASE FLASHING AT PREFABRICATED METAL CURB
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
3
AutoCAD SHX Text
%%USHEET METAL STACK VENT
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
4
AutoCAD SHX Text
%%UBASE FLASHING AT WOOD CURB
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
1
AutoCAD SHX Text
%%UPLUMBING VENT (PRE-MANUFACTURED BOOT)
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
A502
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
12
AutoCAD SHX Text
%%UVERTICAL MEMBRANE TERMINATION
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
11
AutoCAD SHX Text
%%USATELLITE DISH WITH CONCRETE PAD
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
9
AutoCAD SHX Text
%%UOVERFLOW ROOF DRAIN
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
8
AutoCAD SHX Text
%%UROOF DRAIN
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
NOTES: : 1.VENT STACKS, PIPES, CONDUITS, ETC., SHOULD HAVE A MINIMUM 12" VENT STACKS, PIPES, CONDUITS, ETC., SHOULD HAVE A MINIMUM 12" CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. RELOCATE AS REQUIRED. 2.MEMBRANE SHALL BE TERMINATED AT EACH PENETRATION WITH A MINIMUM OF MEMBRANE SHALL BE TERMINATED AT EACH PENETRATION WITH A MINIMUM OF ONE PLATE AND FASTENER PER SIDE.
AutoCAD SHX Text
PRE-MANUFACTURED MEMBRANE FLASHING
AutoCAD SHX Text
INSTALL SEALANT OR SEALANT TAPE BETWEEN PIPE AND PRE-MANUFACTURED MEMBRANE FLASHING
AutoCAD SHX Text
PLUMBING VENT STACK
AutoCAD SHX Text
STAINLESS STEEL DRAWBAND
AutoCAD SHX Text
SILICONE SEALANT
AutoCAD SHX Text
HOT-AIR-WELDED SEAM
AutoCAD SHX Text
FLASHING HEIGHT
AutoCAD SHX Text
8'' MINIMUM
AutoCAD SHX Text
HOT-AIR-WELDED MEMBRANE FLASHING (EXTENDED APPROX. 3" BEYOND FLANGE)
AutoCAD SHX Text
PLUMBING VENT STACK
AutoCAD SHX Text
SILICONE SEALANT
AutoCAD SHX Text
FLASHING HEIGHT
AutoCAD SHX Text
8'' MINIMUM
AutoCAD SHX Text
HOT-AIR-WELDED SEAM
AutoCAD SHX Text
INSTALL SEALANT OR SEALANT TAPE BETWEEN PIPE AND PRE-MANUFACTURED MEMBRANE FLASHING
AutoCAD SHX Text
STAINLESS STEEL DRAWBAND
AutoCAD SHX Text
NOTES: : 1.VENT STACKS, PIPES, CONDUITS, ETC., SHOULD HAVE A MINIMUM 12" VENT STACKS, PIPES, CONDUITS, ETC., SHOULD HAVE A MINIMUM 12" CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. RELOCATE AS REQUIRED. 2.MEMBRANE SHALL BE TERMINATED AT EACH PENETRATION WITH A MINIMUM OF MEMBRANE SHALL BE TERMINATED AT EACH PENETRATION WITH A MINIMUM OF ONE PLATE AND FASTENER PER SIDE.
AutoCAD SHX Text
METAL LINER AND INSULATION AS REQUIRED
AutoCAD SHX Text
BONDING ADHESIVE
AutoCAD SHX Text
ROOF MEMBRANE
AutoCAD SHX Text
GASKETED FASTENERS--MIN. TWO FASTENERS PER SIDE
AutoCAD SHX Text
4'' MIN. FLANGE
AutoCAD SHX Text
24GA MIN., KYNAR CLAD SHEET-METAL RAIN COLLAR
AutoCAD SHX Text
MEMBRANE-COATED SHEET-METAL FLASHING
AutoCAD SHX Text
SILICONE SEALANT
AutoCAD SHX Text
STAINLESS STEEL DRAWBAND
AutoCAD SHX Text
8'' MINIMUM
AutoCAD SHX Text
FLASHING HEIGHT
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
HOT-AIR-WELDED MEMBRANE FLASHING (EXTENDED APPROX. 3" BEYOND FLANGE)
AutoCAD SHX Text
NOTES: : 1.VENT STACKS, PIPES, CONDUITS, ETC., SHOULD HAVE A MINIMUM 12" VENT STACKS, PIPES, CONDUITS, ETC., SHOULD HAVE A MINIMUM 12" CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. RELOCATE AS REQUIRED. 2.MEMBRANE SHALL BE TERMINATED AT EACH PENETRATION WITH A MINIMUM OF MEMBRANE SHALL BE TERMINATED AT EACH PENETRATION WITH A MINIMUM OF ONE PLATE AND FASTENER PER SIDE.
AutoCAD SHX Text
SEALING MATERIAL
AutoCAD SHX Text
TERMINATION BAR AND FASTENERS, 12" O.C.
AutoCAD SHX Text
EXISTING WOOD CURB
AutoCAD SHX Text
FLASHING HEIGHT
AutoCAD SHX Text
8'' MINIMUM
AutoCAD SHX Text
HOT-AIR-WELDED SEAM
AutoCAD SHX Text
BONDING ADHESIVE
AutoCAD SHX Text
GASKETED FASTENERS--MIN. TWO FASTENERS PER SIDE, MAXIMUM 12" O.C.
AutoCAD SHX Text
ROOFTOP EQUIPMENT FRAME
AutoCAD SHX Text
FLASHING MEMBRANE
AutoCAD SHX Text
WOOD CURB
AutoCAD SHX Text
FLASHING RECEIVER
AutoCAD SHX Text
1'' MINIMUM BELOW TOP OF CURB
AutoCAD SHX Text
SEALING MATERIAL--MUST BE CONTINUOUS ON TOP OF THE CURB
AutoCAD SHX Text
FASTENERS
AutoCAD SHX Text
COUNTERFLASHING
AutoCAD SHX Text
BASE OF UNIT EXTENDS 1/2'' MINIMUM BEYOND TOP OF CURB
AutoCAD SHX Text
MECHANICAL UNIT, HOOD, ETC.
AutoCAD SHX Text
ROUND CUT IN MEMBRANE EXTENDED APPROX. 1'' PAST CLAMPING RING. HOLE IN MEMBRANE SHALL BE LARGER THAN DRAIN PIPE DIAMETER
AutoCAD SHX Text
ROOF DECK PROPERLY SUPPORTED AT DRAINS. ROOF DRAIN HEIGHT FROM DECK MAY VARY.
AutoCAD SHX Text
SHEET-METAL RECEIVER WITH REMOVABLE COUNTERFLASHING- 24GA, KYNAR CLAD
AutoCAD SHX Text
ADHERED MEMBRANE FLASHING
AutoCAD SHX Text
PREFABRICATED CORNER FLASHING PIECE AT EACH CORNER
AutoCAD SHX Text
NOTES: : 1.EXTEND MEMBRANE UP OVER TOP EXTEND MEMBRANE UP OVER TOP OF EXISTING CURB. 2.WHERE THE SKYLIGHT, SCUTTLE OR WHERE THE SKYLIGHT, SCUTTLE OR SMOKE VENT FRAME OVERLAPS THE BASE FLASHING AT LEAST 3 INCHES, THE REMOVABLE SHEET-METAL COUNTERFLASHING IS NOT REQUIRED.
AutoCAD SHX Text
TERMINATION BAR AND FASTENERS, 12" O.C.
AutoCAD SHX Text
FLASHING HEIGHT
AutoCAD SHX Text
8'' MINIMUM
AutoCAD SHX Text
HOT-AIR-WELDED SEAM
AutoCAD SHX Text
ROOFTOP EQUIPMENT FRAME
AutoCAD SHX Text
SEALING MATERIAL--MUST BE CONTINUOUS ON TOP OF THE CURB
AutoCAD SHX Text
INSULATION
AutoCAD SHX Text
RAISED CURB
AutoCAD SHX Text
BASE OF UNIT EXTENDS 1/2'' MINIMUM BEYOND TOP OF CURB
AutoCAD SHX Text
FASTENERS
AutoCAD SHX Text
COUNTERFLASHING
AutoCAD SHX Text
WOOD NAILER
AutoCAD SHX Text
FLASHING RECEIVER
AutoCAD SHX Text
1'' MINIMUM BELOW TOP OF CURB
AutoCAD SHX Text
MECHANICAL UNIT, HOOD, ETC.
AutoCAD SHX Text
REMOVABLE SHEET-METAL COUNTERFLASHING-- 24GA, KYNAR CLAD
AutoCAD SHX Text
ADHERED MEMBRANE FLASHING
AutoCAD SHX Text
PREFABRICATED CORNER FLASHING PIECE AT EACH CORNER
AutoCAD SHX Text
NOTES: : 1.EXTEND MEMBRANE UP OVER TOP OF EXTEND MEMBRANE UP OVER TOP OF EXISTING CURB. 2.WHERE THE SKYLIGHT, SCUTTLE OR SMOKE WHERE THE SKYLIGHT, SCUTTLE OR SMOKE VENT FRAME OVERLAPS THE BASE FLASHING AT LEAST 3 INCHES, THE REMOVABLE SHEET-METAL COUNTERFLASHING IS NOT REQUIRED.
AutoCAD SHX Text
MEMBRANE-COATED SHEET-METAL SCUPPER SECURED TO WALL AND DECK
AutoCAD SHX Text
TERMINATION OF MEMBRANE FLASHING WILL VARY
AutoCAD SHX Text
BONDING ADHESIVE
AutoCAD SHX Text
24GA, KYNAR CLAD, FACE PLATE, SEALED WITH SILICONE SEALANT.
AutoCAD SHX Text
BONDING ADHESIVE
AutoCAD SHX Text
HOT-AIR-WELDED MEMBRANE FLASHING
AutoCAD SHX Text
MEMBRANE-COATED SHEET-METAL SCUPPER SECURED TO WALL AND DECK
AutoCAD SHX Text
TERMINATION OF MEMBRANE FLASHING WILL VARY
AutoCAD SHX Text
BONDING ADHESIVE
AutoCAD SHX Text
HOT-AIR-WELDED SEAM
AutoCAD SHX Text
HOT-AIR-WELDED MEMBRANE FLASHING
AutoCAD SHX Text
24GA, KYNAR CLAD, FACE PLATE, SEALED WITH SILICONE SEALANT.
AutoCAD SHX Text
NOTES: : 1. SET OVERFLOW SCUPPER 2" ABOVE ADJACENT FINISHED ROOF SURFACE.
AutoCAD SHX Text
DECK CLAMP
AutoCAD SHX Text
TAPERED INSULATION SUMP
AutoCAD SHX Text
INSTALL COMPATIBLE SEALANT BETWEEN DRAIN BOWL FLANGE AND ROOF MEMBRANE
AutoCAD SHX Text
EXISTING DRAIN BOWL
AutoCAD SHX Text
INSTALL COMPATIBLE SEALANT BETWEEN DRAIN BOWL FLANGE AND ROOF MEMBRANE
AutoCAD SHX Text
ROUND CUT IN MEMBRANE EXTENDED APPROX. 1'' PAST CLAMPING RING. HOLE IN MEMBRANE SHALL BE LARGER THAN DRAIN PIPE DIAMETER
AutoCAD SHX Text
CLAMPING RING
AutoCAD SHX Text
EQUIPMENT
AutoCAD SHX Text
DRAIN STRAINER
AutoCAD SHX Text
SATELLITE DISH
AutoCAD SHX Text
MINIMUM 1/4" DENSDECK PRIMED OR EQUAL OVER EXISTING SUBSTRATE
AutoCAD SHX Text
CONTINUOUS BEAD OF SILICONE SEALANT
AutoCAD SHX Text
DECK CLAMP
AutoCAD SHX Text
EXISTING DRAIN BOWL
AutoCAD SHX Text
WALKWAY PAD
AutoCAD SHX Text
OVERFLOW CLAMPING RING
AutoCAD SHX Text
ROOF DECK PROPERLY SUPPORTED AT DRAINS. ROOF DRAIN HEIGHT FROM DECK MAY VARY
AutoCAD SHX Text
DRAIN STRAINER
AutoCAD SHX Text
NOTES: 1.PROVIDE WALKPADS AT ALL ENTRY POINTS TO AND AROUND ALL SERVICEABLE PROVIDE WALKPADS AT ALL ENTRY POINTS TO AND AROUND ALL SERVICEABLE EQUIPMENT AND BETWEEN COMMON ROUTES. 2.DO NOT INSTALL WALKPADS OVER SEAMS OR LAPS. DO NOT INSTALL WALKPADS OVER SEAMS OR LAPS. 3.ORIENT WALKPADS TO ALLOW FOR MAXIMUM DRAINAGE, GAP AS REQUIRED. WALKPADS ORIENT WALKPADS TO ALLOW FOR MAXIMUM DRAINAGE, GAP AS REQUIRED. WALKPADS SHALL BE ADHERED AND HOT AIR WELDED.
AutoCAD SHX Text
THERMOPLASTIC MEMBRANE,
AutoCAD SHX Text
CONCRETE PAD
AutoCAD SHX Text
SLIP SHEET / PROTECTION MEMBRANE - ADHERED AND WELDED
AutoCAD SHX Text
ROOFING SYSTEM
AutoCAD SHX Text
NOTES: : 1.COORDINATE DISCONNECT AND RECONNECT WITH TENANTS AND SERVICE PROVIDER.COORDINATE DISCONNECT AND RECONNECT WITH TENANTS AND SERVICE PROVIDER.
AutoCAD SHX Text
TERMINATION BAR AND SEALANT
AutoCAD SHX Text
24 GA. KYNAR CLAD FLASHING (12" MINIMUM O.C.) AS REQUIRED
AutoCAD SHX Text
THERMOPLASTIC ROOFING MEMBRANE, FULLY ADHERED
AutoCAD SHX Text
EXISTING CMU
AutoCAD SHX Text
(702) 651-4676
AutoCAD SHX Text
NORTH LAS VEGAS, NV 89030
AutoCAD SHX Text
3200 EAST CHEYENNE AVENUE
AutoCAD SHX Text
COLLEGE OF SOUTHERN NEVADA
AutoCAD SHX Text
ROOF DETAILS
AutoCAD SHX Text
JUNE 26, 2015
AutoCAD SHX Text
ROOF REPLACEMENT
AutoCAD SHX Text
DRAWING TITLE
AutoCAD SHX Text
DATE OF ISSUE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
DRAWING ISSUE NAME
AutoCAD SHX Text
1
AutoCAD SHX Text
CDC
AutoCAD SHX Text
01/08/16
Page 9: CURTAINWALL DESIGN CONSULTING - CSN · curtain wall design and consulting, inc. ... fm 1-90 b. perimeter: min. fm 1-105 perimeter: min. fm 1-1\ര5 min. fm 1-105 c. corner: min. fm

RE

VIS

IO

NS

B

Y D

AT

E

2

'

-

0

"

M

I

N

I

M

U

M

LISTED SPACINGSTAGGERED

LISTED SPACINGSTAGGERED

1/3 NAILER WIDTH

(TYPICAL)

W

L

34

A

2

B

C

A

B

C

3

1

2

4

1

24

00

S

. C

IM

AR

RO

N, S

UIT

E 1

25

L

AS

V

EG

AS

, N

V 8

91

17

P

(7

02

) 2

22

-9

34

9 C

DC

-U

SA

.C

OM

CU

RT

AIN

WA

LL

D

ES

IG

N C

ON

SU

LT

IN

G

TM

CSN 16-0593 Cheyenne Roof Drawings (Revised)

Page 9 of 9

AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
6
AutoCAD SHX Text
%%USCUPPER FACE PLATE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SILICONE SEALANT
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
1
AutoCAD SHX Text
%%UPENETRATION SPACING
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCUPPER FACE PLATE, 24 GA. KYNAR CLAD SHEET METAl
AutoCAD SHX Text
SILICONE SEALANT
AutoCAD SHX Text
PAINT TO MATCH KYNAR CLAD FACE PLATE
AutoCAD SHX Text
MEMBRANE CLAD METAL
AutoCAD SHX Text
A601
AutoCAD SHX Text
12" MINIMUM
AutoCAD SHX Text
12" MINIMUM
AutoCAD SHX Text
12" MINIMUM
AutoCAD SHX Text
NOTES: 1.THESE DIMENSIONS ARE INTENDED TO PROVIDE MINIMUM CLEARANCES TO ALLOW FOR PROPER FLASHING. LARGER THESE DIMENSIONS ARE INTENDED TO PROVIDE MINIMUM CLEARANCES TO ALLOW FOR PROPER FLASHING. LARGER DIMENSIONS MAY BE REQUIRED. 2.PENETRATIONS SHOULD BE RIGID, ROUND OR SQUARE TUBE AND EXTEND PERPENDICULAR FROM THE SURFACE OF PENETRATIONS SHOULD BE RIGID, ROUND OR SQUARE TUBE AND EXTEND PERPENDICULAR FROM THE SURFACE OF THE ROOFING SURFACE A MINIMUM OF 8". 3.RELOCATE EXISTING PENETRATIONS AS REQUIRED TO MEET PENETRATION SPACING STANDARDS RELOCATE EXISTING PENETRATIONS AS REQUIRED TO MEET PENETRATION SPACING STANDARDS 4.SPACING STANDARDS APPLY TO ALL PENETRATIONS. SPACING STANDARDS APPLY TO ALL PENETRATIONS.
AutoCAD SHX Text
CMU/BRICK (SOLID MATERIAL)
AutoCAD SHX Text
WOOD
AutoCAD SHX Text
1:1
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SUMPED ROOF DRAIN
AutoCAD SHX Text
SUBSTRATE
AutoCAD SHX Text
ADDITIONAL NAILER(S) FASTEN WITHOUT WASHERS. COUNTERSINK FASTENER LOCATIONS
AutoCAD SHX Text
BOTTOM NAILER FASTEN WITH WASHERS COUNTERSINK FASTENER LOCATIONS (NOTE 4)
AutoCAD SHX Text
STRUCTURAL CONCRETE
AutoCAD SHX Text
STEEL DECK
AutoCAD SHX Text
SUBSTRATE
AutoCAD SHX Text
PERIMETER FASTENER SPACING (MAXIMUM)
AutoCAD SHX Text
12" O.C.
AutoCAD SHX Text
12" O.C.
AutoCAD SHX Text
12" O.C.
AutoCAD SHX Text
12" O.C.
AutoCAD SHX Text
CORNER FASTENER SPACING (MAXIMUM)
AutoCAD SHX Text
6" O.C.
AutoCAD SHX Text
6" O.C.
AutoCAD SHX Text
6" O.C.
AutoCAD SHX Text
NOTES: 1. FASENERS IN 6" OR WIDER (NORMAL) LUMBER SHALL BE INSTALLED IN TWO (2) ROWS, STAGGERED 1/3 OF NAILER WIDTH 2. TWO (2) FASTENERS SHALL BE INSTALLED WITHIN 6" OF EACH NAILER END 3. CORNER FASTENER SPACING SHALL EXTEND 8' FROM ALL OUTSIDE BUILDING CORNERS. 4. WHERE TWO OR MORE NAILERS ARE INSTALLED, EACH NAILER SHALL BE FASTENED INDEPENDENTLY. 5. OVER ALL DECK TYPES, THE BOTTOM NAILER SHALL BE FASTENED USING THE SPECIFIED FASTENERS AND 5/8" DIAMETER WASHERS. COUNTERSINK WASHERS AND FASTENERS LEVEL WITH TOP OF WOOD. FASTEN SUBSEQUENT NAILERS, WHERE SPECIFIED, USING THE SPECIFIED SCREWS W/ WASHERS. 6. FASTENER TYPES ARE DETERMINED BY SUBSTRATE MATERIALS AND SPECIFICATIONS 7. NAILERS SHALL BE INSTALLED WITH 1/4" GAP BETWEEN ENDS OF ADJOINING PIECES. 8. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
AutoCAD SHX Text
6" O.C.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
2
AutoCAD SHX Text
%%UNAILER ATTACHMENT
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
RECOMMENDED MAXIMUM L:W RATIOS FOR SADDLES AND CRICKETS
AutoCAD SHX Text
ROOF SLOPE
AutoCAD SHX Text
SADDLE MATERIAL SLOPE
AutoCAD SHX Text
L:W RATIO
AutoCAD SHX Text
1/4
AutoCAD SHX Text
1/2
AutoCAD SHX Text
1/2
AutoCAD SHX Text
1/2
AutoCAD SHX Text
1:1
AutoCAD SHX Text
SADDLE
AutoCAD SHX Text
INSULATED PRE-FABRICATED CURB
AutoCAD SHX Text
CRICKET
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
3
AutoCAD SHX Text
%%ULIGHTWEIGHT INSULATING CONCRETE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
4
AutoCAD SHX Text
%%UPIPE SUPPORT
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
NOTES: 1.PORTABLE PIPE HANGERS (MODEL PP10 W/ STRUT SHOWN FOR ONE POSSIBLE EXAMPLE) OR EQUAL. PORTABLE PIPE HANGERS (MODEL PP10 W/ STRUT SHOWN FOR ONE POSSIBLE EXAMPLE) OR EQUAL. 2.COORDINATE REQUIRED SUPPORT TYPE AND SIZE WITH PIPING OR OTHER MATERIAL TO BE SUPPORTED. COORDINATE REQUIRED SUPPORT TYPE AND SIZE WITH PIPING OR OTHER MATERIAL TO BE SUPPORTED. 3.CONSULT MANUFACTURER FOR PROPER SPACING, BUT NO GREATER THAN 5" O.C. WOOD BLOCK SUPPORTS ARE NOT CONSULT MANUFACTURER FOR PROPER SPACING, BUT NO GREATER THAN 5" O.C. WOOD BLOCK SUPPORTS ARE NOT ACCEPTABLE.
AutoCAD SHX Text
PIPE SUPPORT
AutoCAD SHX Text
ROOFING SYSTEM
AutoCAD SHX Text
PRIMARY ROOF DRAIN ASSEMBLY
AutoCAD SHX Text
(TYPICAL)
AutoCAD SHX Text
MINIMUM 1/2" PER 1'-0 SLOPE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
5
AutoCAD SHX Text
%%ULIGHTWEIGHT INSULATING CONCRETE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
NOTES: : 1.PREMANUFACTURED TAPERED TAPERED INSULATION DRAIN SUMPS ARE TO BE TO PREMANUFACTURED TAPERED TAPERED INSULATION DRAIN SUMPS ARE TO BE TO BE COORDINATED WITH THE TAPERED INSULATION SYSTEM. 2.COORDINATE HEIGHT OF DRAIN BOWL INSTALLATION ABOVE ROOF DECK WITH COORDINATE HEIGHT OF DRAIN BOWL INSTALLATION ABOVE ROOF DECK WITH TAPERED INSULATION SYSTEM. 3.EXTEND COVER BOARD THROUGH OUT DRAIN SUMP. EXTEND COVER BOARD THROUGH OUT DRAIN SUMP.
AutoCAD SHX Text
COLLEGE OF SOUTHERN NEVADA
AutoCAD SHX Text
SCHEDULE AND DIAGRAMS
AutoCAD SHX Text
JUNE 26, 2015
AutoCAD SHX Text
ROOF REPLACEMENT
AutoCAD SHX Text
PREMANUFACTURED TAPERED INSULATION SUMP PANELS
AutoCAD SHX Text
SLIP SHEET / PROTECTION MEMBRANE - ADHERED
AutoCAD SHX Text
(702) 651-4676
AutoCAD SHX Text
NORTH LAS VEGAS, NV 89030
AutoCAD SHX Text
3200 EAST CHEYENNE AVENUE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
DRAWING TITLE
AutoCAD SHX Text
DATE OF ISSUE
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
DRAWING ISSUE NAME
AutoCAD SHX Text
NOTES: : 1.SEE KEYED NOTE A105/#3.SEE KEYED NOTE A105/#3.
AutoCAD SHX Text
1
AutoCAD SHX Text
CDC
AutoCAD SHX Text
01/08/16