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CCH PROJECT NUMBER: 2188

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ROOF DRAIN

AREA DRAIN

DOUBLE DOOR

SWINGING DOOR

SWINGING DOOR(180 HOLD OPEN)

DOUBLE ACTING DOOR

SLIDING DOOR

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DWG.NO. DRAWING TITLE SCALE SUBMISSION NO.

A

GENERAL

cs COVER SHEET N.T.S. XG-001 CODE REVIEW, SYMBOL, ABBREV. & DRAWING INDEX N.T.S. X

ARCHITECTURAL

A-100 ROOF REPLACEMENT PLANS 1'S NOTED XA-101 DOOR MODIFICATIONS/WINDSCREEN PLANS AS NOTED XA-701 ROOF DETAILS 1'S NOTED X

F10 I DRAWING INDEX

GENERAL NOTES: I. THESE DRAWINGS REPRESENT AN OVERALL DESIGN CONCEPT. THEY ARE PREPARED WITH THE INITNT TO DEMONSTRATE AN OVERALL DESIGN

ARRANGrnENT OF THE VARIOUS COMPONENTS OF THE ENTIRE PROJECT. THE CONfflACTOR IS ASSUMED TO HAV1NG R™EWED THESE DRAWINGS, AND HAV1NG SEEN THE SUBJECT PROPERTY, IS CAPABLE OF EXECUTING THE DETAIL WORK NECESSARY TO ACHIEVE THE INITNDED RESULTS IN A MANNERTHAT IS CONSISTENT WITH THE QUALllY WORKMANSHIP IN THE REGION. IT IS THE RESPONSIBILllY OF THE CONTRACTOR TO REVIEW THE DRAWINGS, VISIT THE SITE, VERIFY THE EXISTING CONDITIONS, Dl�ENSIONS, CLEARANCES, Etc., SHOWN ON THE DRAWINGS PRIOR TO BIDDING.

2. THESE DRAWINGS ARE THE PROPERlY OF THE ARCHIITCT AND SHALL NOT BE USED FOR A BUILDING PERMIT UNLESS SIGNED AND SEALED BY THEARCHITECT.

3. REPRODUCTIONS OF CONTRACT DOCUMENTS ARE NOT ACCEPTABLE AS SHOP DRAWINGS AND WILL BE REJECTED.

4. UNLESS OTHERWISE NOTED, GENERAL NOITS REFER TO All TYPICAL CONDITIONS THROUGHOUT THE BUILDING. SPECIFlC CONDITIONS REQUIRINGCLARIFICATION ARE MARKED DOWN ON PLAN(S).

5. NOTIFY ARCHITECT IMMEDL>ITELY OF ANY DISCREPANCY OR D™ATION BETWEEN DWGS. AND ANY FlELD VERIFIED CONDITIONS PRIOR TO COMMENCINGWORK.

6. THE OWNER AND CONTRACTOR SHALL HOLD THE ARCHITECT HARMLESS AGAINST ANY CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEYFEES ARISING OR RESULTING FROM THE PERFORMANCE OF THE WORK BY THE CONfflACTOR.

7. THE ARCHIITCT IS NOT RESPONSIBLE WHERE CONSTRUCTION DEVIAITS FROM PLANS UNLESS APPROVED IN WRITING BY THE ARCHITECT.

B. DO NOT SCALE DRAWINGS. ALL MEASUREMENTS MUST BE CONFIRMED IN THE FIELD. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY.

9. IF ANY DISCREPANCIES BETWEEN DWGS AND SPECIFICATIONS EXIST, THE MORE STRINGENT SHAil TAKE PRECEDENCE. SIMILARLY BElWEENARCHITECTURAL PLANS AND VARIOUS ENGINEERING DISCIPLINES.

I 0. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF THE WORK. 00 NOT SCALI DRAWINGS. IF A DIMENSION ISUNCLEAR OR A DISCREPANCY IS FOUND, NOTIFY THE ARCHIT[CT BEFORE PROCEEDING WITH THE WORK.

11. DETAILS ANO SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT.CONDITIONS NOT SPECIFlCALLY SHDWN SHAil BE CONSTRUCTED IN A SIMILAR FASHION OR BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. MODIFICATIONS MAY BE REQUIRED BY THE CONTRACTOR TO ACCOMMODATE FOR MINOR VARIATIONS.

12. CONTRACTOR TO FIELD VERIFY EXITNT OF WORK PRIOR TO 810.

13. SUBMIT STAGING PLANS AND CONSTRUCTION SCHEDULE FOR ARCHIITCT'S AND OWNER'S REVIEW PRIOR TO COMMENCING WORK.

14. ALL CONTRACTORS SHALL MAINTAIN CONTRACTORS LIABILllY, PROPERlY DAMAGE AND WORKMAN'S COMPENSATION INSURANCE.

15. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING All APPLICABLE STATE, CITY,AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAi., PLUMBING, AND FIRE CODES. THE CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRUCTION DOCUMENTS TOTHE ATTENTION OF THE ARCHITECT.

16. UTILIZE OSHA SAFElY PRECAUTIONS AS REQUIRED. CONTRACTOR TO PROVIDE OWNER/ARCHITECT WITH COPIES OF ALL MINUTES/SIGN-IN SHEETSFOR "TOOL sax· TALKS ON A MONTHLY BASIS. SUBMISSION IS A CONDITION OF RELIASE OF PAYMENT.

17. MAINTAIN PROTECTED EGRESS AND ACCESS TO WORK.

18. ALL EQUIPMENT MUST MEET LOCAL NOISE ORDINANCES.

19. GENERAL CONTRACTOR TO VERIFY All DIMENSIONS AND QUANTITIES PRIOR TO ORDERING, FABRICATING OR CONSTRUCTING ANY PART OF THEBUILDING. NOTIFY ARCHITECT IMMEDL>ITELY WITH ANY AND ALL DISCREPANCIES.

20. NON-COMBUST18LE PIPES, VENTS, AND FLUES SHALL BE FlRESTOPPED, WHEN THEY PASS THRU THE FlDOR/CEILING ASSEMBLY OR THRU RATEDWALLS.

21. PROVIDE DUST CONTROL AS REQUIRED.

22. NOTIFY OWNER/ARCHITECT 72 HOURS MINIMUM IN ADVANCE OF ANY UTILllY SHUT-OFFS.

23. GENERAL CONTRACTOR TO COORDINATE WITH OTHER CONTRACTS ON SITE HIRED UNDER SEPARATE CONTRACT.

24. UNLESS NOTED OTHERWISE, ALL NEW ITEMS SHALL BE FURNISHED BY THE GENERAL CONTRACTOR.

25. REFER TO THE FIRE RESISTANCE DIRECTORY (LATEST EDITION) BY UNDERWRIITRS LABORATORIES FOR CHARACTERISTICS OF All SPECIFIED FIRERAITD ASSEUBLIES.

26. CONTRACTOR SHALL VERIFY ALL REQUIRED ROUGH OPENINGS WITH MANUFACTURERS PRIOR TO START OF ANY CONSTRUCTION AND COORDINATE ANYDISCREPANCIES ON THE PLANS WITH THE RESPECTIVE TRADES.

27. ALL WALL PENETRATIONS SHALL BE PATCHED, SEALED, AND FIRE STOPPED AS REQUIRED BY THE RESPECTWE TRADES.

28. GENERAL CONTRACTOR MUST COORDINATE LOCATION OF PIPING / ELECTRICAL WITH PLUMBING AND/OR ELICTRICAL D™CES, OUTLDS, THERMOSTATS,ETC.

29. INSTAil ALL FIXTURES, MATERIALS, ANO FINISHES IN STRICT COMPLIANCE WITH MANUFACTURER'S TECHNICAL SPECIFICATIONS, lYP.

30. CONTRACTOR RESPONSIBLE FOR ALL UTILllY HOOK-UPS.

31. PROPERLY TEST, BALANCE, AND ADJUST ALL EQUIPMENT AND SYSTEMS USED IN THE PROCESS OF COMPLITING THE SCOPE OF WORK.

32. DO NOT SCALE DRAWINGS.

33. DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT.CONDITIONS NOT SPECIFlCALLY SHOWN SHAil BE CONSTRUCTED IN A SIMILAR FASHION OR BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. MODIFICATIONS MAY BE REQUIRED BY THE CONTRACTOR TO ACCOMMODATE FOR MINOR VARIATIONS.

34. CONTRACTOR TO ENSURE THAT ALL PUBLIC SIOEWALKS, ROADWAYS, ETC. ARE MAINTAINED DURING CONSTRUCTION.

35. CONTRACTOR AND THEIR SUBCONTRACTORS SHALL COMPLY WITH, PRACTICE AND ENFORCE ALL □SHA SAFElY STANDARDS

E10 I GENERAL NOTES

110 I• I• 1, I• s

CODE INFORMATION

APPLICABLE COOES

THE COOE ANALYSIS OF THIS PROJECT HAS BEEN BASED ON THE FOLLOWING CODES.

• UNIFORM CONSTRUCTION CODE, STATE OF NEW JERSEYREHABILITATION SUBCODE- NJAC 5: 23-6

• INTERNATIONAL BUILDING CODE- NEW JERSEY EDITION, 2018

• NATIONAL ELECTRICAL CODE, 2014

• ANSI A117.1-2009

PROJECT SCOPE:

ROOFING REPLACEMENT-WORK FOR THIS PROJECT INCLUDES THE REMOVAL OF ALL EXISTING ROOFING, METAL PARAPET COPING AND GUARDRAIL AND ALLINSULATION DOWN TO THE ROOF OECK. WORK ALSO INCLUDES THE INSTALLATION OF NEW ROOF INSULATION THROUGHOUT, ANEW TORCH DOWN ROOFING SYSTEM. REINSTALL GUARDRAIL, AND ASSOCIATED ROOFING ACCESSORIES.

ENTRANCE DOOR REPLACEMENT-WORK FOR THIS PROJECT INCLUDES THE REMOVAL OF ( 4 )EXISTING ENTRANCE ODORS AND REPLACING WlTH NEW LOWER HEIGHT(7' -0") OOORS. THIS WORK WOULO INCLUDE NEW TRANSOM FIXED PANEL GLASS WINDOWS ABOVE SUCH DOORS WITH THEADDITION OF GLASS WINDSCREENS ON EACH SIDE OF ENTRANCE DOORS.

CODE ANALYSIS:

CODE ANALYSIS

A. USE AND OCCUPANCY CLASSIFICATION -OCCUPANCY CLASSIFICATION OF THE EXISTING BUILDING:

• 8-BUSINESS. -NO CHANGE TO OCCUPANCY IS PROPOSED.

8. CONSTRUCTION CLASSIRCATION -CONSTRUCTION CLASSIFICATION OF THE EXISTING FOUR STORY BUILDING: TYPE 118-NO CHANGE OF CONSTRUCTION CLASSIFICATION IS PROPOSED.

C. FIRE RESISTANCE RATING REQUIREMENTS FOR THE BUILDING ELIMENTS (HOURS) PER IBC 2018-NJ TABLI 601.lYPE IIB CONSTRUCTION

• STRUCTURAL FRA�E 0-HOURI BEARING WALLS

HI EXTERIOR: 0-HOUR HI INTERIOR: 0-HOUR

• NON-BEARING EXTERIOR WALLS & PARTITIONS (SEE TABLE BELOW) • NON-BEARING INTERIOR WALLS & PARTITIONS: □-HOUR• FlDOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS: D-HOUR• ROOF CONSTRUCTION INCLUDING SUPPORTING BEAIAS AND JOISTS: 0-HOUR

D. FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALL BASED ON FIRE SEPARATION DISTANCE (PER IBC 2Dl8-NJTABLE 602)

X < 5' 118 CONSTRUCTION, OCCUPANCY R = I -HOUR 5' � X < 1□' 118 CONSTRUCTION, OCCUPANCY R = 1-HOUR1□• � X < 30' 118 CONSTRUCTION, OCCUPANCY R = □-HOURX � 30' 118 CONSTRUCTION, OCCUPANCY R = 0-HOUR

E. CATEGORY OF WORK PER THE REHABILITATION SUBCODE- NJAC 5:23-6

THE WORK PROPOSED FOR THIS PROJECT IS CLASSIRED AS A RENOVATION - THE REPLACEMENT OF ROOFING SYSTEM IS CONSIDERED RENOVATIONS:

- PER BULLETIN 98-1, "RENOVATION MEANS THE REMOVAL AND REPLACEMENT OR COVERING OF EXISTINGINTERIOR OR EXTERIOR FINISH, TRIM, DOORS, WINDOWS OR OTHER MATERIALS WITH NEW MATERIALS THAT SERVE THE SAME PURPOSE AND DO NOT CHANGE THE CONFIGURATION OF THE SPACE. RENOVATIONS SHALLINCLUDE THE REPLACEMENT OF EQUIPMENT OR FlXTURES.

- PER THE REHAB SUBCODE MATRIX SUMMARIZING CATEGORIES Of WORK AND APPLICABLE REQUIREMENTSPROV1DED IN BULLITIN 98-1, RENOVATION WORK IS REQUIRED TO COMPLY WITH THE LISTS OF REQUIRED AND PROHIBITED MATERIALS AND METHODS AS PER SECTION 5:23-6.5.

- WHEN THE WORK BEING PERFORMED CREATES OR EXPOSES THE ROOF DECKING/SHEATHING OR THE FRAMING OF ANY WAil, FLOOR, CEILING, OR ROOF ASSEMBLY THAT IS PART OF THE BUILDING THERMAL ENVELOPE (ENCLOSES CONDITIONED SPACE). ANY ACCESSIBLE VOIDS IN INSULATION SHALL BE FILLED USING INSULATION MEETING THE R-VALUES OF ... OR OF TABLE 5.5-4 OR 5.5-5 OF THE COMMERCIAL ENERGY CODE,AS APPLICABLE

F. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS.

• THERE WlLL BE NO WORK PERFORMED THAT WILL IMPACT THE EXISTING FIRE RATED BUILDING ELEMENTS.

G. INTERIOR WALL AND CEILING REQUIREMENTS-BY OCCUPANCY

• WORK TO BE PERFORMED ABOVE EXISTING CEILINGS INCLUDES THE INSTALLATION OF NEW ROOF DRAINS CONNECTING TO INITRNAL DRAJN PIPES. ANY INTERIOR FINISHES DISTURBED BY THIS WORK ARE TO BE REINSTALLED WHEN WORKIS COMPLEIT.

H. OCCUPANT LOAD.

• EXISTING TO REMAIN.

I. MEANS OF EGRESS.

• THERE WlLL BE NO CHANGE TO THE EXISTING MEANS OF EGRESS.

J. PLUMBING FIXTURE COUNTS.

• THERE WlLL BE NO CHANGE IN NUMBER OR CONFIGURATION OF PLUMBING FIXTURES AS PART OF THIS PROJECT.

K. SECTION 1505 - ROOF ASSEMBLY CLASS

• THE MIN. REQUIRED ROOF ASSEMBLY CLASS SHAl.i BE CLASS 8

L. SECTION 1508 ROOF INSULATION

• THE USE OF ABOVE DECK THERMAL INSULATION SHALL BE PERMITTED PROVIDE SUCH ASSEMBLY IS COVERED WITH ANAPPROVED COVERING AND PASSES NFPA-276 OR UL -1256 WHEN ITSTED AS AN ASSEMBLY

• INSULATION SHALL COMPLY WITH ASTM: Cl 289 Type II

N. SECTION 1511 RE -ROOFING

• ROOF REPLACEMENT OF EXISTING LOW SLOPE ROOF COVERINGS SHALL NOT BE REQUIRED TO MEET THE MINIMUMDESIGN SLOPE REQUIREMENT OF 1/4:12 AS NOITD IN SECTION 1507

• REPLACING AND EXISTING ROOF COVERING SHALL NOT BE REQUIRED TO MEET THE REQUIREMENT FOR SECONDARYDRAINS OR SUPPER AS NOTED IN SECTION 1503.4 FOR ROOFS THAT PROV1DE POSITIVE DRAJNAGE. EXISTING SECONDARY DRAJNS OR SCUPPERS SHALL NOT BE REMOVED UNLESS REPLACED WITH NEW DRAJNS/SCUPPERSDESIGNED AND INSTALLID IN ACCORDANCE WITH 1503.4

No DRAJNS AND OVERFLOW SCUPPERS ARE TO BE REPLACED IN KIND IN EXISTING LOCATION

0. SECTION 1604.5 1607 RISK CAITGORY AND DESIGN WIND SPEED• RISK CATEGORY 3 • DESIGN W1ND SPEED: 95 MPH

ES I CODE ANALYSIS

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SUBMISSIONS

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DATE: 06.01 .21

SCALE: AS NOTED

DRAWN BY:

CHECKED BY:

SHEET TITLE:

CODE REVIEW,

SYMBOLS, &

ABBREVIATIONS

DRAWING NO.:

G-001

PO

TR

CCH PROJECT NO: 2188