City of Fellsmere · ss stainless steel stl steel stor storage struc structural susp suspended tb...
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STRUCTURAL ENGINEER MILLER STRUCTURAL ENGINEERING INC. 320 West Kennedy Boulevard Suite 700 Tampa, Florida, 33606 (t) 813.259.9116 www.millerstructural.com MECHANICAL ENGINEER GRINER ENGINEERING, INC. 3125 5th Avenue North St. Petersburg, Florida, 33713 (t) 727.822.2335 ARCHITECT RENKER EICH PARKS ARCHITECTS INC. 1609 Dr. Martin LKuther King Jr. Street North St. Petersburg, Florida, 33704 (t) 727.821.2986 www.reparch.com Project No.: DATE: Historic Fellsmere School 22 South Orange Street, Fellsmere, Florida 32948 1813 10/26/18 ROOFING REPLACEMENT OF THE City of Fellsmere 100% CONSTRUCTION DOCUMENTS INDEX OF DRAWINGS I ARCHITECTURAL - COVER GA1.0 CODE SUMMARY, GENERAL NOTES, ABBREV./ SYMBOLS, WIND PRESSURES A2.1 PROPOSED ROOF PLAN A2.2 ROOF DETAILS II MECHANICAL M1.1 MECHANICAL RENOVATION ROOF PLAN M2.1 MECHANICAL DETAILS AND SPECIFICATIONS III ELECTRICAL E1.1 LIGHTNING PROTECTION ROOF PLAN E2.1 LIGHTNING PROTECTION SPECIFICATIONS FOR THE: CONTRACTOR MAYOR CITY MANAGER (DATE) (DATE) (DATE) OCTOBER 26TH, 2018
City of Fellsmere · ss stainless steel stl steel stor storage struc structural susp suspended tb toggle bolt tc toilet compartment tel telephone temp temperature tpd toilet paper
II MECHANICALM1.1 MECHANICAL RENOVATION ROOF PLANM2.1 MECHANICAL DETAILS AND SPECIFICATIONS
III ELECTRICALE1.1 LIGHTNING PROTECTION ROOF PLANE2.1 LIGHTNING PROTECTION SPECIFICATIONS
FOR THE:
CONTRACTOR
MAYOR
CITY MANAGER
(DATE)
(DATE)
(DATE)
OCTOBER 26TH, 2018
5
4
5 5
4
52
1
2
2
3
3
2
3
3
(a) = 6FT(a)
(a) =6FT
DESIGN WIND CRITERIA:
1. DESIGN WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE 2017 FLORIDA BUILDING CODE: WIND SPEED V(ult) = 162 MPH (ULTIMATE) V(asd) = 125 MPH (NOMINAL) RISK CATEGORY III EXPOSURE-C INTERNAL PRESSURE COEFFICIENT: ENCLOSED BUILDING =(+/-)0.18
2017 FLORIDA BUILDING CODE - BUILDING2017 FLORIDA BUILDING CODE - EXISTING BUILDING2017 FLORIDA BUILDING CODE - MECHANICAL2017 FLORIDA BUILDING CODE - PLUMBING2017 FLORIDA BUILDING CODE - FUEL GAS2017 FLORIDA BUILDING CODE - TEST PROTOCOLS2017 FLORIDA BUILDING CODE - ENERGY (Chapter 13)2017 FLORIDA BUILDING CODE - ACCESSIBILITY2017 NFPA 70 NATIONAL ELECTRICAL CODE2017 FLORIDA FIRE PREVENTION CODE, 5th EDITION
BUILDING CODE SUMMARYKIT KITCHENKW KILOWATTL LENGTHLAM LAMINATELAV LAVATORYLF LINEAR FEETLKR LOCKERLL LEAD LINEDMFD MANUFACTUREDMFR MANUFACTURERMH MANHOLEMIN MINIMUMMIR MORRORMISC MISCELLANEOUSMLDG MOLDINGMO MASONRY OPENINGMR MOISTURE RESISTANTMT METAL THRESHOLDMTD MOUNTEDMTL METALNIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALEOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROFCI OWNER FURNISHED
ABBREVIATIONS DRAWING LEGENDGENERAL PROJECT NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
FEDERAL, STATE, COUNTY, AND CITY CODES, RULES, REGULATIONS ANDORDINANCES.
2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS ANDDETAILS OF THE WORK AND NOTIFY ARCHITECT OF ANY DISCREPANCIESBETWEEN THESE CONDITIONS AND THE DRAWINGS
3. CONTRACTOR SHALL PROTECT EXISTING FINISHES AND DEVICES DURINGDEMOLITION AND CONSTRUCTION TYP. ALL EXISTING CEILING, FLOOR,AND WALL FINISHES INDICATED TO REMAIN, THAT ARE LEFT IN A STATEOF DISREPAIR BY THE DEMOLITION OR CONSTRUCTION PROCESS SHALLBE REPAIRED TO MATCH SIMILAR AND/ OR ADJOINING SURFACES.
4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS ANDINSPECTIONS REQUIRED. THE CITY SHALL PAY FOR ALL REQUIREDBUILDING PERMITS.
5. THE CONTRACTOR IS TO ENSURE THAT THE BUILDING IS SEALED ANDSECURED AT THE END OF EACH WORK DAY.
6. THE CONTRACTOR IS TO COORDINATE ALL WORK WITH THEREQUIREMENTS OF EACH OF THE ARCHITECTURAL DRAWINGS AND THEPROJECT MANUAL CONTAINING THE TECHNICAL SPECIFICATIONS.
7. THE CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FORFURNITURE AND EQUIPMENT RELOCATION AS REQUIRED FORRENOVATION WORK. THE GENERAL CONTRACTOR SHALL COORDINATEWITH THE WORK OF ALL SUBCONTRACTORS.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR/ AND OVERSEE THEPROPER AND NEAT INSTALLATION OF ALL NEW WORK BY HIS SUBCONTRACTORS AND OTHER VENDORS.
9. TO THE GREATEST EXTENT POSSIBLE, THE RESTORATION WORK SHALLBE IN ACCORDANCE WITH: "THE SECRETARY OF THE INTERIOR'S STANDARDS FOR REHABILITATIONAND GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS", U.S.DEPARTMENT OF THE INTERIOR, NATIONAL PARK SERVICE. WHEREDECISIONS REGARDING HISTORIC APPROPRIATENESS ARE REQUIRED,THE ARCHITECT SHALL BE NOTIFIED AND BE REQUESTED TO PROVIDEINTERPRETATION OF APPROPRIATENESS IN CONSULTATION WITH THEOWNER, PRIOR TO PROCEEDING ON THE WORK IN QUESTION.
10 NO DISCRIMINATION. THE CONTRACTOR MAY NOT DISCRIMINATE AGAINSTANY SUBCONTRACTOR EMPLOYED UNDER THE CONTRACT, OR AGAINSTAND APPLICANT FOR SUBCONTRACT BECAUSE OF RACE, COLOR,
RELIGION, GENDER, NATIONAL ORIGIN, AGE, PREGNANCY, HANDICAP ORMARITAL STATUS. PRODUCT APPROVAL INFORMATION
CATEGORY SUBCATEGORY MANUFACTURER NOA # FLPA #
ROOFING TPO ROOFING CARLISLE SYNTECINCORPORATED
17-0207.02 FL14083.1
ROOFING TPO ROOFING FIRESTONE BUILDINGPRODUCTS
16-0628.03 -
ROOFING TPO ROOFING GAF 15-0729.18 FL5293.1ROOFING TPO ROOFING JOHNS MANVILLE 14-0627.05 FL11475.1ROOFING SBS ROOFING JOHNS MANVILLE 16-0413.04 FL17013.1ROOFING SBS ROOFING GAF 15-1020.01 FL5680.1ROOFING SBS ROOFING FIRESTONE BUILDING
PRODUCTS- FL15892.1
WP
3/16
" / 1
2"
RD
RD RD
2" VTR
3" VTR
2" VTR
2" VTR
13/3
2" /
12"
1/4" / 12" MIN
1/4" / 12" MIN
1/4"
/ 12
"1/4" / 12"RDRD
1 1 1
2
34
11
88' - 9" 45' - 9"
22' - 3 1/2"
11' -
7"
57' -
3"
2
A2.2
1
A2.2
4
A2.2
3
A2.2
5
5
A2.2
1/4" / 12" MIN 1/4" / 12" MIN
PDSPDSPDS
3
A2.1
PDS PDS
1/4"
/ 12
"
1/4" / 12"
A2.2 7 6
7 TYP,ALL
7TYP,ALL
BALCONY/ TERRACE BELOW
SDNSDN SDN
6
A2.2
RO
OF
SLO
PE
(ETR
)
RO
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88 8
WALKWAY PROTECTION PADRD
NEW DUAL OUTLET ROOF DRAIN
EXIST ATTIC VENTPDS EXIST PRIMARY DOWNSPOUT AND LEADERHEAD TO REMAIN
NEW SECONDARY DOWNSPOUT NOZZLE
SDN
EXIST STUCCO, PNT
EXIST GUARD RAIL TO REMAIN
EXIST ROOF DECKING
EXIST ROOF JOIST
THERMOPLASTIC ROOF MEMBRANE
ABO
VE F
IN R
OO
F
8" M
IN
CONT BD OF SEALANTCONT BD OF WATERBLOCK
MTL COUNTERFLASHING 3" MIN FACE
CONT BD OF SEALANT
1/2" COVER BD
ADD ALT #1. NEW SBS MODIFIED MEMBRANE ROOFING SYSTEM IN LIEU OF TPO.
ADD ALT #2. LIGHTNING PROTECTION SYSTEM SEE SHEETS E1.1 AND E2.1
(SEE SPECS)
ALLOWANCE #1 WOOD ROOF DECKING REPLACEMENT 500 SF
(SEE SPECS)
SHEET NO.:
PROJECT NO.:DATE:
SHEET TITLE:
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PROPOSED ROOFPLAN
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ROOF PLAN GENERAL NOTESA REMOVE EXISTING ROOF SYSTEM DOWN TO EXISTING STRUCTURAL WOOD DECK. REMOVE ALL
ASSOCIATED FLASHINGS AND RELATED COMPONENTS OF THE EXISTING ROOF SYSTEM.
B REPAIR OR REPLACE ANY DAMAGED WOOD DECKING. INSTALL ANY ADDITIONAL ROOF DECKFASTENERS REQUIRED TO UPGRADETO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.SEE ALLOWANCES
C VERIFY THAT ALL EXISTING ROOF DECKING BOARDS HAVE A MINIMUM OF TWO (2) NAILS AT EACHRAFTER, MISSING MAILS SHALL BE 10d RING SHANK.
D REPOINT ALL BRICKWORK ABOVE CORNICE, TYPICAL
E PROVIDE NEW .060 THERMOPLASTIC POLYOLEFIN (TPO) SINGLE PLY ROOFING SYSTEM FOR ENTIREROOF AREA INCLUDING ACCESSORIES TO ACHIEVE POSITIVE DRAINAGE. PROVIDE COMPLETEWATERTIGHT ROOF PER MANUFACTURER'S RECOMMENDATIONS
F INSTALL NEW .060 TPO SINGLE PLY ROOFING AT ALL PARAPET WALLS, MECHANICALLY FASTENED,EXTENDING UP AND TERMINATING UNDERNEATH NEW PARAPET COPING, EXCEPT WHERE NOTEDOTHERWISE
G INSTALL ALL NEW PAINTED ALUMINUM PARAPET COPING, MIN 0.063" THICK, WITH CLEATS ANDFASTENERS DESIGNED TO THE PROJECTS WIND RESISTANCE REQUIREMENTS.
H VIDEO INSPECT ALL ROOF DRAIN PIPING TO CHECK FOR BLOCKAGE, CLEAR ALL BLOCKAGE FROMROOF DRAIN PIPING AND VERIFY PROPER FUNCTIONING.
SPECIFIC NOTES1 INSTALL NEW DUAL OUTLET ROOF DRAIN ASSEMBLY. BASIS OF DESIGN: ZURN, MODEL: Z103 WITH
DOME STRAINERS AND UNDER DECK CLAMPING COLLARS. INSTALL SUMP PANS AND MODIFY ROOFDECK IF NEEDED FOR PROPER INSTALLATION OF ROOF DRAINS. (SEE ALSO SHEET M1.1)
2 PROVIDE LADDER-UP SAFETY POST, BASIS OF DESIGN: BILCO, OR EQUAL
3 PROVIDE WALKWAY PADS AS SHOWN.
4 INSTALL TAPERED POLYISO AS NECESSARY TO FORM CRICKETS AND SLOPES TO DRAINS TOACHIEVE POSTIVE DRAINAGE WITHOUT PONDING.
5 REPLACE EXPOSED ROOFTOP DUCTWORK AS SHOWN ON SHEET M1.1 TO ELIMINATE WATERPONDING ON DUCTWORK. REFER TO MEP DRAWINGS.
6 NEW ROOF ACCESS LADDER AS SHOWN.
7 REPOINT BRICKWORK, TYP.
8 NEW SECONDARY DRAIN OUTLETS
N 1/8" = 1'-0"A2.11 ROOF PLAN
GENERAL DEMOLITION NOTESA EXISTING CONSTRUCTION: WALLS, WINDOWS, FLOORING, EQUIPMENT, ETC. NOT
DESIGNATED FOR DEMOLITION SHALL BE PROTECTED THROUGHOUT THE DURATION OFTHE PROJECT.
B REFERENCE OWNERS REPORTS FOR ENVIRONMENTAL SURVEYS OF ASBESTOS ANDLEAD FOR THIS BUILDING. ANY WORK THAT INTERFACES WITH CONTAMINATEDMATERIALS AS OUTLINED IN THE ENVIRONMENTAL SURVEYS SHALL BE PERFORMEDPER THE RECOMMENDATIONS IN THE REPORT AND FOLLOW ALL APPLICABLESTANDARDS FOR ABATEMENT AND REMEDIATION.
C CLEAN UP ON A DAILY BASIS TO MAINTAIN A SAFE AND OPERABLE FACILITY.COORDIANTE WITH OWNER LOCATIONS OF WASTE BINS AND DUMPSTERS AS REQUIREDFOR THE WORK.
D THE OWNER HAS FIRST RIGHT OF REFUSAL OF ANY FIXTURES AND EQUIPMENT SLATEDFOR DEMOLITION.
ROOF LEGEND
3" = 1'-0"A2.13 TERRACE DETAIL
ADD ALTERNATES ALLOWANCES
1/2" / 12"
EXIST MTL FASCIA COVER TO REMAIN
EXIST BRICK
EXIST BRICK
6" 4"
MTL COUNTERFLASHING 3" MIN FACE
THERMOPLASTIC ROOF MEMBRANE
EXISTING EAVE SUBSTRATE
CLEAN OUT JOINT SAW-CUT IF NECESSARY FOR A 1" DEEP RECESS, 3/8" WIDE. INSTALL ALUMINUM REGLET COUNTER FLASHING. INSTALL WEDGES, BACKER ROD,& SEALANT
NEW COUNTERFLASHING REGLET INTO WALL
SEALANT
THERMOPLASTIC ROOF MEMBRANE
1" POLYISO THERMAL INSULATION
EXIST ROOF DECKING
EXIST ROOF JOIST
THERMOPLASTIC ROOF MEMBRANE
1" POLYISO THERMAL INSULATION
EXIST ROOF DECKING
EXIST ROOF JOIST
EXIST MASONRY WALL
0.050" ALUM PARAPET COPING, PTD, TONG CLOSE HEM AROUND CLEAT, PROVIDE CONCEALED SPLICE PLATES
WRAP TPO SHEET OVER TOP OF WALL
1/2" CDX PLYWDCONT CLEAT FASTEN @ APPROX 4" OC W/ CORROSION RESISTANT BARBED, ANNULAR RING, OR SCREW SHENK NAILS. LENGTH TO ACHIEVE APPROX 1-1/4" PENETRATION INTO NAILER
TONG CLOSE HEM AROUND CLEAT
EXIST MASONRY WALL
EXIST ANCHOR BOLT-VERIFY SPACING SO UPLIFT RESISTANCE CAN BE CALCULATED
1/2" COVER BD
1/2" COVER BD HD POLYISO
EXIST ROOF DECK
1" POLYISO THERMAL INSULATION
THERMOPLASTIC ROOF MEMBRANE
RETRO-FIT ROOF DRAIN & STRAINER
INSTALL SEALANT BETWEEN DRAIN BOWL FLANGE AND ROOF MEMBRANE
HOLE IN MEMBRANE SHOULD BE LARGER THAN DRAIN PIPE PERIMETER
JOINT COVER OR TPO FLASHING 4" x 4" MIN, CTR OVER INSTERSECTION
FIELD SEAM
CONT. BEAD OF TPO GP SEALANT
SS CLAMPING RING
RO
UN
D P
ENET
RAT
ION
TPO MEMBRANE
WELDED SPLICE
PRE-MOLDED TPO PIPE FLSHING
FASTENER AND SEAM PLATE @ 12" OC MAX
FIELD FABRICATED MTL HOOD
CONT. BEAD OF SEALANT
TPO FLASHING 4"X4" MIN, CENTERED OVER INTERSECTION
TPO BONDING ADHESIVE
2" MIN
FIELD SEAM
PLAN VIEW PIPE FLASHING OVER
FIELD SEAM
1' - 6" MIN
3/8" x 2-1/2" GALV FLAT STEEL, TYP
3/8" THK GALV STL BRACKET, ATTACH TO EXIST MASONRY W/ EXPANSION BOLTS, TYP
3/4" DIA STL BAR RUNGS W/ NON-SLIP SURFACES ON EA RUNG, TYP 2'
- 0"
3' -
0"
1' - 5"
EXISTING HOLLOW CLAY TILE
EXISTING BRICK
SS SCREEN
SEALANT, TYP
(SEE SHEET M1.1)
DRAIN OUTLET
SHEET NO.:
PROJECT NO.:DATE:
SHEET TITLE:
DRAWN BY:REVISIONS:
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ROOF DETAILS
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3" = 1'-0"A2.22
TYPICAL CORNICE / PARAPETDETAIL
3" = 1'-0"A2.21 PARAPET DETAIL
3" = 1'-0"A2.23 TYPICAL ROOF DRAIN DETAIL
3" = 1'-0"A2.24 TYPICAL VTR DETAIL
1 1/2" = 1'-0"A2.25
PENETRATION FLASHINGDETAIL
3/4" = 1'-0"A2.27 LADDER DETAIL
3" = 1'-0"A2.26
TYPICAL SECONDARY DRAINOUTLETS
3/16" / 12"
13/32" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
88'-9" 45'-9"
22'-3 1/2"
57'-3"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
KEYED NOTES:
GENERAL NOTES::
SHEET NO.:
PROJECT NO.:
DATE:
SHEET TITLE:
DRAWN BY:
REVISIONS:
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GRINER ENGINEERING, INC.3125 Fifth Ave N., Suite 300
St. Petersburg, Florida 33713Phone: (727)-822-2335
Fax: (727)-821-3361Certificate of Authorization #3173
Date
DrawnDesigned
EORJob no.
10-26-2018
18120JHGJWYJWY
Joseph H. Griner III39491
M1.1
N
1/8" = 1'-0"M1.1
1MECHANICAL RENOVATION ROOF PLAN
MECHANICAL
RENOVATION
ROOF PLAN
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15X15 DUCT DOWN THRU ROOF (TYP. OF 6)
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EXISTING GRAVITY VENTILATOR TO REMAIN. EXISTING EXHAUST FAN TO REMAIN. EXISTING PACKAGED ROOFTOP AIR CONDITIONER TO REMAIN. NEW DOUBLE WALL SUPPLY AIR DUCT SUPPORTED ON EXISTING DUCT SUPPORTS, EXISTING DUCT SUPPORT. REINSTALL EXISTING SMOKE DETECTOR IN NEW DUCTWORK. NEW 1" PVC CONDENSATE PIPE. NEW DUAL OUTLET ROOF DRAIN ASSEMBLY, ZURN Z103 WITH GALVANIZED METAL DOME, 4" PIPE SIZE (CONTRACTOR TO FIELD VERIFY EACH ROOF DRAIN PIPE SIZE). TERMINATE 4" PVC DRAIN PIPE WITH ZURN MODEL Z199 DOWNSPOUT NOZZLE WITH NICKEL BRONZE BODY. PROVIDE 2" THICK FIBERGLASS BLANKET INSULATION OVER PIPING WITHIN ATTIC. NEW ROOF DRAIN ASSEMBLY, ZURN Z125 WITH GALVANIZED METAL DOME, 3" PIPE SIZE (CONTRACTOR TO FIELD VERIFY EACH ROOF DRAIN PIPE SIZE). EXISTING KITCHEN HOOD UTILITY SET FAN. PROVIDE NEW DISCHARGE RAIN CAP, CAPTIVE-AIRE MODEL BI RAIN CAP ASSEMBLY. PROVIDE BIRD SCREEN OVER OPEN AREA OF RAIN CAP TO PREVENT BIRDS AND RODENTS FROM ENTERING.
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1. REMOVE EXISTING DUCTWORK FROM AIR CONDITIONING UNIT TO CURBS FOR DUCT REMOVE EXISTING DUCTWORK FROM AIR CONDITIONING UNIT TO CURBS FOR DUCT PENETRATIONS THROUGH ROOF. 2. REMOVE EXISTING CONDENSATE PIPING.REMOVE EXISTING CONDENSATE PIPING.
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DUCTWORK SUPPORT DETAIL
CONDENSATE PIPE SUPPORT DETAIL
MECHANICAL SPECIFICATION
SHEET NO.:
PROJECT NO.:
DATE:
SHEET TITLE:
DRAWN BY:
REVISIONS:
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GRINER ENGINEERING, INC.3125 Fifth Ave N., Suite 300
St. Petersburg, Florida 33713Phone: (727)-822-2335
Fax: (727)-821-3361Certificate of Authorization #3173
Date
DrawnDesigned
EORJob no.
10-26-2018
18120JHGJWYJWY
Joseph H. Griner III39491
M2.1
MECHANICAL
DETAILS AND
SPECIFICATIONS
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ROOF DECK
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DUCT (SIZE PER DRAWINGS)
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DOUBLE WALL DUCTWORK
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NOT TO SCALE
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NOT TO SCALE
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INSTALLATION SHALL BE PER MANUFACTURER RECOMMENDATIONS MANUFACTURER: MIRO INDUSTRIES MIDVALE, UTAH 84047 (801) 566-3680
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PLAN VIEW
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ELEVATION
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PIPE
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MODEL 24-R
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ROOF
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EXISTING DUCT SUPPORT
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SECTION 15030 PIPE: CONDENSATE DRAIN, PVC 1.0 GENERAL 1.01 SCOPE: PROVIDE CONDENSATE DRAIN PIPING FROM COOLING COIL DRAIN PANS. 2.0 PRODUCTS 2.01 PIPE: PVC, SCHEDULE 40; ASTM D2665. 2.02 FITTINGS: SOLVENT WELD SOCKET TYPE PVC, STANDARD WEIGHT; ASTM 2466.. 2.03 SOLDER: AS RECOMMENDED BY PIPE MANUFACTURER. 3.0 EXECUTION 3.01 GENERAL: PIPING SHALL BE SLOPED UNIFORMLY TOWARD DRAIN. SECTION 15850 DUCTWORK 1.0 GENERAL 1.01 SCOPE: PROVIDE COMPLETE DUCT SYSTEMS AS INDICATED. SYSTEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: OUTSIDE AIR, EXHAUST AIR, AND AIR CONDITIONING SUPPLY AND RETURN AIR DUCT SYSTEMS AS SHOWN ON DRAWINGS. DRAWING SCALES PROHIBIT THE INDICATION OF ALL OFFSETS, FITTINGS, AND LIKE ITEMS; HOWEVER, THESE ITEMS SHALL BE INSTALLED AS REQUIRED FOR THE ACTUAL PROJECT CONDITIONS AT NO CHANGE IN CONTRACT PRICE. 2.0 PRODUCTS 2.01 MEDIUM PRESSURE SHEET METAL DUCTWORK: PRIME QUALITY, TIGHT COAT GALVANIZED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM 526. REINFORCING, CROSS BREAKING, SEAMS, JOINTS: BE IN ACCORDANCE WITH LATEST SMACNA CONSTRUCTION STANDARD FOR MEDIUM PRESSURE SHEET METAL DUCT. 2.02 DOUBLE WALL EXTERIOR SHEET METAL DUCTWORK: GALVANIZED STEEL INNER AND OUTER WALL WITH TWO-INCHES OF FIBERGLASS INSULATION, 1.5 LB. DENSITY. TOP SIDE OF DUCT SHALL BE CROSS-BROKEN TO PREVENT RAIN WATER FROM PONDING. 3.0 EXECUTION 3.01 GENERAL: A. CONSTRUCT ALL DUCTWORK AND ACCESSORIES IN ACCORDANCE WITH THE LATEST INDICATED EDITIONS OF APPLICABLE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION CONSTRUCTION STANDARDS.
3/1
6" / 12
"
13/3
2" / 12
"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
88'-9" 45'-9"
22'-3 1/2"
57'-3"
1/4" / 12"
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GRINER ENGINEERING, INC.3125 Fifth Ave N., Suite 300
St. Petersburg, Florida 33713Phone: (727)-822-2335
Fax: (727)-821-3361Certificate of Authorization #3173
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18120JARJWYJWY
Jose A Rosario 74457
E1.1
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THESE DRAWINGS HAVE BEEN PROVIDED FOR REFERENCE ONLY. THE CONTRACTOR SHALL LOCATE THE AIR TERMINAL DEVICES ON THE ROOF TO PROVIDE PROPER PROTECTION WHILE ACCOMMODATING THE MECHANICAL SYSTEMS IN PLACE. REFER TO SHEET E2.1 FOR LIGHTNING PROTECTION SPECIFICATIONS.
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EXISTING GRAVITY VENTILATOR TO REMAIN. EXISTING EXHAUST FAN TO REMAIN. EXISTING PACKAGED ROOFTOP AIR CONDITIONER TO REMAIN. EXISTING ROOFTOP DUCTWORK TO REMAIN.
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LIGHTNING PROTECTION PERFORMANCE SPECIFICATIONS
SHEET NO.:
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GRINER ENGINEERING, INC.3125 Fifth Ave N., Suite 300
St. Petersburg, Florida 33713Phone: (727)-822-2335
Fax: (727)-821-3361Certificate of Authorization #3173
Date
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18120JARJWYJWY
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E2.1
LIGHTNING
PROTECTION
SPECIFICATIONS
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SECTION 26 41 13 - LIGHTNING PROTECTION SYSTEM PART 1 - GENERAL 1.01 SUMMARY: SUMMARY: a. PROVIDE A COMPLETE LIGHTNING PROTECTION SYSTEM FOR THE BUILDING. THE PROVIDE A COMPLETE LIGHTNING PROTECTION SYSTEM FOR THE BUILDING. THE DESIGN OF THIS SYSTEM IS TO BE IN STRICT ACCORDANCE WITH THIS SECTION OF THE SPECIFICATIONS THAT APPLY. EXISTING CONDUCTORS, CLAMPS AND AIR TERMINALS, MAY BE REVISED. EQUIPMENT TO BE REPLACED/ADDED AS REQUIRED TO COMPLY WITH STANDARDS LISTED BELOW. b. THE LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED BY A FIRM ACTIVELY THE LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED BY A FIRM ACTIVELY ENGAGED IN THE INSTALLATION OF UNDERWRITERS LABORATORIES INC. (UL) MASTER LABELED LIGHTNING PROTECTION SYSTEMS AND SHALL BE SO LISTED BY UNDERWRITERS LABORATORIES INC. THE COMPLETED SYSTEM SHALL COMPLY WITH THE LATEST EDITIONS OF UNDERWRITERS LABORATORIES INC. “INSTALLATION INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS, UL96A” AND OF THE AND OF THE NATIONAL FIRE PROTECTION ASSOCIATION'S “NFPA® 780, STANDARD FOR THE NFPA® 780, STANDARD FOR THE 780, STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS”. THE SYSTEM SHALL BE . THE SYSTEM SHALL BE PHYSICALLY INSPECTED BY UL AND THE MASTER LABEL® CERTIFICATE OF CERTIFICATE OF INSPECTION SHALL BE PROVIDED TO THE BUILDING OWNER AND MADE AVAILABLE FOR VIEWING ON THE UL WEBSITE, HTTPS://LPS.UL.COM. c. THE WORK COVERED UNDER THIS SECTION OF THE SPECIFICATION CONSISTS OF THE WORK COVERED UNDER THIS SECTION OF THE SPECIFICATION CONSISTS OF FURNISHING LABOR, MATERIALS AND SERVICES REQUIRED FOR THE COMPLETION OF A FUNCTIONAL AND UNOBTRUSIVE LIGHTNING PROTECTION SYSTEM APPROVED BY THE ARCHITECT, ENGINEER AND UNDERWRITERS LABORATORIES INC. 1.02 STANDARDS: THE COMPLETED LIGHTNING PROTECTION SYSTEM SHALL COMPLY WITH THE LATEST ISSUE OF THE FOLLOWING STANDARDS THAT FORM A PART OF THIS SPECIFICATION. WHERE CONFLICTS OCCUR BETWEEN THE TWO STANDARDS, THE REQUIREMENTS OF NFPA®780 SHALL APPLY. 780 SHALL APPLY. 1. NFPA® 780, STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION NFPA® 780, STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION 780, STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS. 2. UL 96A, INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS UL 96A, INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS 1.03 SUBMITTALS: a. PRODUCT DATA: SUBMIT MANUFACTURER'S DESCRIPTIVE AND TECHNICAL LITERATURE PRODUCT DATA: SUBMIT MANUFACTURER'S DESCRIPTIVE AND TECHNICAL LITERATURE AND CATALOG CUTS. b. SHOP DRAWINGS: SUBMIT INSTALLATION SHOP DRAWINGS SHALL BE SUBMITTED TO SHOP DRAWINGS: SUBMIT INSTALLATION SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR COORDINATION WITH OTHER TRADES AND APPROVAL PRIOR TO START OF THE INSTALLATION. SHOP DRAWINGS ARE TO SHOW THE EXTENT OF THE SYSTEM LAYOUT DESIGNED SPECIFICALLY FOR THE BUILDING(S) OR STRUCTURES INCLUDED IN THE CONTRACT DRAWINGS ALONG WITH INSTALLATION DETAILS OF THE PRODUCTS TO BE USED IN THE INSTALLATION. 1.04 QUALITY ASSURANCE: THE INSTALLING CONTRACTOR SHALL APPLY FOR INSPECTION OF THE COMPLETED SYSTEM BY UL FIELD REPRESENTATIVES. THE SYSTEM IS TO BE INSPECTED BY UNDERWRITERS LABORATORIES INC., OR OTHER ANSI CERTIFIED TESTING AGENCY FOR COMPLIANCE WITH NFPA® 780. THE SYSTEM SHALL BE WITHOUT DEVIATION AND THE 780. THE SYSTEM SHALL BE WITHOUT DEVIATION AND THE UL FIELD REPRESENTATIVE WILL ISSUE A UL MASTER LABEL® CERTIFICATE OF CERTIFICATE OF INSPECTION FOR LIGHTNING PROTECTION SYSTEMS OR LETTER OF FINDINGS AT COMPLETION OF THE INSTALLATION, AS INDICATED IN SECTION 3.04 BELOW. PART 2 - PRODUCTS 2.01 MATERIALS: MATERIALS: ALL MATERIALS USED IN THE INSTALLATION SHALL BE EITHER EXISTING, REVISED, IF REUSABLE, AND MEETING STANDARDS, OR NEW AND SHALL COMPLY IN WEIGHT, SIZE AND COMPOSITION AS REQUIRED BY UL 96A AND NFPA® 780 AND SHALL BE 780 AND SHALL BE LABELED OR LISTED BY UNDERWRITERS LABORATORIES INC. FOR USE IN LIGHTNING PROTECTION SYSTEMS. THE SYSTEM FURNISHED UNDER THIS SPECIFICATION SHALL BE THE STANDARD PRODUCT OF A MANUFACTURER REGULARLY ENGAGED IN THE PRODUCTION OF LIGHTNING PROTECTION EQUIPMENT. THE MANUFACTURER SHALL BE LISTED BY UL AS A MANUFACTURER OF LIGHTNING PROTECTION COMPONENTS. 2.02 ACCEPTABLE MANUFACTURERS: HARGER LIGHTING & GROUNDING 301 ZIEGLER DRIVE, GRAYSLAKE, IL 60030 847-548-8700 800-842-7437 FAX 847-548-8755 800-842-7437 FAX 847-548-8755 FAX 847-548-8755 E-MAIL: [email protected] WEBSITE: WWW.HARGER.COM WEBSITE: WWW.HARGER.COM THOMPSON LIGHTNING PROTECTION, INC. 901 SIBLEY HIGHWAY, ST. PAUL, MN 55118-1792 651-455-7661 800-777-1230 FAX 651-455-2545 800-777-1230 FAX 651-455-2545 FAX 651-455-2545 E-MAIL: [email protected] 2.03 MATERIAL REQUIREMENTS: a. CLASS I MATERIALS SHALL BE USED ON STRUCTURES OR PORTIONS OF CLASS I MATERIALS SHALL BE USED ON STRUCTURES OR PORTIONS OF STRUCTURES THAT DO NOT EXCEED 75 FEET IN HEIGHT ABOVE GRADE LEVEL. CLASS II MATERIALS SHALL BE USED ON STRUCTURES THAT EXCEED 75 FEET IN HEIGHT ABOVE GRADE. b. COPPER MATERIALS SHALL NOT BE MOUNTED ON ALUMINUM, GALVALUME®, COPPER MATERIALS SHALL NOT BE MOUNTED ON ALUMINUM, GALVALUME®, , GALVANIZED STEEL OR ZINC SURFACES. THIS INCLUDES THOSE MATERIALS THAT HAVE BEEN PAINTED. c. ALUMINUM MATERIALS SHALL NOT COME INTO CONTACT WITH EARTH OR WHERE ALUMINUM MATERIALS SHALL NOT COME INTO CONTACT WITH EARTH OR WHERE RAPID DETERIORATION IS POSSIBLE. ALUMINUM MATERIALS SHALL NOT COME INTO CONTACT WITH COPPER SURFACES OR WHERE EXPOSED TO RUNOFF FROM COPPER SURFACES. ALUMINUM MATERIALS SHALL NOT BE ATTACHED TO SURFACES COVERED WITH ALKALINE-BASED PAINT, EMBEDDED IN CONCRETE OR MASONRY, OR INSTALLED IN A LOCATION SUBJECT TO EXCESSIVE MOISTURE. 2.04 AIR TERMINALS AIR TERMINALS a. AIR TERMINALS SHALL EXTEND A MINIMUM OF TEN INCHES ABOVE THE OBJECT OR AIR TERMINALS SHALL EXTEND A MINIMUM OF TEN INCHES ABOVE THE OBJECT OR AREA THEY ARE TO PROTECT. AIR TERMINALS SHALL BE LOCATED AT INTERVALS NOT EXCEEDING 20'-0” ALONG RIDGES OF PITCHED ROOFS AND ALONG THE ALONG RIDGES OF PITCHED ROOFS AND ALONG THE PERIMETER OF FLAT OR GENTLY SLOPING ROOFS (FLAT OR GENTLY SLOPING ROOFS INCLUDE ROOFS THAT HAVE A PITCH LESS THAN 3:12). FLAT OR GENTLY SLOPING ROOFS EXCEEDING 50'-0” IN WIDTH SHALL BE PROVIDED WITH IN WIDTH SHALL BE PROVIDED WITH ADDITIONAL AIR TERMINALS LOCATED AT INTERVALS NOT EXCEEDING 50'. AIR TERMINALS SHALL BE LOCATED WITHIN TWO FEET OF THE ENDS OF RIDGES, ROOF EDGES AND OUTSIDE CORNERS OF PROTECTED AREAS. b. AIR TERMINALS SHALL BE INSTALLED ON STACKS, FLUES, MECHANICAL UNITS AND AIR TERMINALS SHALL BE INSTALLED ON STACKS, FLUES, MECHANICAL UNITS AND OTHER OBJECTS NOT LOCATED WITHIN A ZONE OF PROTECTION. PERMANENT METAL OBJECTS ON THE STRUCTURE HAVING AN EXPOSED METAL THICKNESS 3/16” OR OR GREATER MAY BE SUBSTITUTED FOR AIR TERMINALS AND SHALL BE CONNECTED TO THE LIGHTNING PROTECTION SYSTEM AS REQUIRED BY THE SPECIFIED STANDARDS USING MAIN SIZE CONDUCTOR AND BONDING PLATES HAVING A MINIMUM OF 3 SQUARE INCHES OF SURFACE CONTACT AREA. c. AIR TERMINAL BASES SHALL BE SECURELY FASTENED TO THE STRUCTURE IN AIR TERMINAL BASES SHALL BE SECURELY FASTENED TO THE STRUCTURE IN ACCORDANCE WITH THE SPECIFIED STANDARDS. FASTENERS MAY INCLUDE STAINLESS STEEL SCREWS, BOLTS, NAILS, ANCHORS OR ADHESIVE. ADHESIVE SHALL BE COMPATIBLE WITH THE SURFACE ON WHICH IT IS USED. ANY PROTECTIVE SHEETS OR PADS THAT MAY BE REQUIRED BY THE ROOFING MANUFACTURER SHALL BE FURNISHED AND INSTALLED BY THE ROOFING CONTRACTOR. d. MAIN CONDUCTORS SHALL BE SIZED AS CLASS I OR CLASS II MATERIALS IN MAIN CONDUCTORS SHALL BE SIZED AS CLASS I OR CLASS II MATERIALS IN ACCORDANCE WITH THE SPECIFIED STANDARDS. CONDUCTORS SHALL PROVIDE A TWO WAY, HORIZONTAL OR DOWNWARD PATH FROM EACH STRIKE OR AIR TERMINAL TO CONNECTIONS TO THE LIGHTNING PROTECTION GROUND ELECTRODE SYSTEM. CONDUCTORS SHALL BE FREE OF EXCESSIVE SPLICES AND NO BEND OF A CONDUCTOR SHALL FORM AN INCLUDED ANGLE OF LESS THAN 90 DEGREES NOR HAVE A RADIUS OF BEND LESS THAN 8 INCHES. e. CONDUCTORS SHALL BE SECURELY FASTENED TO THE STRUCTURE ON WHICH THEY CONDUCTORS SHALL BE SECURELY FASTENED TO THE STRUCTURE ON WHICH THEY ARE PLACED AT INTERVALS NOT EXCEEDING 3 FEET. FASTENERS SHALL BE OF THE SAME MATERIAL OR OF A MATERIAL EQUALLY RESISTANT TO CORROSION AS THAT OF THE CONDUCTOR. ANY PROTECTIVE SHEETS OR PADS THAT MAY BE REQUIRED BY THE ROOFING MANUFACTURER SHALL BE FURNISHED AND INSTALLED BY THE ROOFING CONTRACTOR. f. CONNECTOR FITTINGS SHALL BE LISTED FOR THE PURPOSE AND OF THE SAME CONNECTOR FITTINGS SHALL BE LISTED FOR THE PURPOSE AND OF THE SAME MATERIAL AS THE CONDUCTOR OR OF ELECTROLYTICALLY COMPATIBLE MATERIALS. g. DOWN CONDUCTORS SHALL BE SIZED AS CLASS I OR CLASS II MATERIALS IN DOWN CONDUCTORS SHALL BE SIZED AS CLASS I OR CLASS II MATERIALS IN ACCORDANCE WITH THE SPECIFIED STANDARDS. CLASS II CONDUCTORS FROM A HIGHER PORTION OF A STRUCTURE SHALL CONTINUE TO CONNECTIONS TO THE LIGHTNING PROTECTION GROUND ELECTRODE SYSTEM. DOWN CONDUCTORS SHALL BE SPACED AT INTERVALS AVERAGING NOT MORE THAN 100 FEET AROUND THE PERIMETER OF THE STRUCTURE. IN NO CASE SHALL A STRUCTURE HAVE FEWER THAN TWO DOWN CONDUCTORS. WHERE DOWN CONDUCTORS ARE INSTALLED EXPOSED ON THE EXTERIOR OF A STRUCTURE AND ARE SUBJECT TO PHYSICAL DAMAGE OR DISPLACEMENT, GUARDS SHALL BE USED TO PROTECT THE CONDUCTOR A MINIMUM OF 6 FEET ABOVE GRADE. METALLIC GUARDS SHALL BE BONDED AT EACH END. h. IN CASE OF STRUCTURAL STEEL FRAME CONSTRUCTION, DOWN CONDUCTORS MAY IN CASE OF STRUCTURAL STEEL FRAME CONSTRUCTION, DOWN CONDUCTORS MAY BE OMITTED AND ROOF CONDUCTORS SHALL BE CONNECTED TO THE STRUCTURAL STEEL FRAME AT INTERVALS NOT EXCEEDING 100 FEET ALONG THE PERIMETER OF THE STRUCTURE. 2.05 ROOF PENETRATIONS ROOF PENETRATIONS ROOF PENETRATIONS REQUIRED FOR DOWN CONDUCTORS OR FOR THE CONNECTION TO STRUCTURAL STEEL FRAMEWORK SHALL BE MADE USING THRU-ROOF ASSEMBLIES WITH SOLID RISER BARS OR CONDUITS AND APPROPRIATE ROOF FLASHING. CONDUCTORS SHALL NOT PASS DIRECTLY THROUGH THE ROOF. THE ROOFING CONTRACTOR SHALL FURNISH AND INSTALL THE MATERIALS REQUIRED TO PROPERLY SEAL ALL ROOF PENETRATIONS OF THE LIGHTNING PROTECTION COMPONENTS AND ANY ADDITIONAL ROOFING MATERIALS OR PREPARATIONS REQUIRED BY THE ROOFING MANUFACTURER FOR LIGHTNING CONDUCTOR RUNS TO ASSURE COMPATIBILITY WITH THE WARRANTY FOR THE ROOF INCLUDING ROOF PADS THAT MAY BE REQUIRED TO PROTECT THE ROOF UNDER EACH OF THE LIGHTNING PROTECTION COMPONENTS. 2.06 GROUND ELECTRODES: GROUND ELECTRODES: a. EACH DOWN CONDUCTOR SHALL TERMINATE AT A GROUND ELECTRODE DEDICATED EACH DOWN CONDUCTOR SHALL TERMINATE AT A GROUND ELECTRODE DEDICATED TO THE LIGHTNING PROTECTION SYSTEM, OR TO A BUILDING OR FACILITY GROUND ELECTRODE SYSTEM THAT CONSISTS OF MULTIPLE GROUND ELECTRODES THAT ARE INTERCONNECTED WITH A GROUND RING CONDUCTOR. b. GROUND ROD ELECTRODES SHALL BE COPPER-CLAD STEEL, A GROUND ROD ELECTRODES SHALL BE COPPER-CLAD STEEL, A MINIMUM 5/8” DIAMETER AND 10 FEET LONG. THE DOWN CONDUCTOR SHALL BE DIAMETER AND 10 FEET LONG. THE DOWN CONDUCTOR SHALL BE CONNECTED TO THE GROUND ELECTRODE USING A BRONZE GROUND ROD CLAMP HAVING A MINIMUM OF 1½” CONTACT BETWEEN THE GROUND ROD ELECTRODE AND CONTACT BETWEEN THE GROUND ROD ELECTRODE AND THE CONDUCTOR MEASURED PARALLEL TO THE AXIS OF THE GROUND ROD ELECTRODE, OR BY AN ULTRAWELD EXOTHERMICALLY WELDED CONNECTION. GROUND ROD ELECTRODES SHALL BE LOCATED A MINIMUM OF 2 FEET BELOW GRADE AND SHALL BE INSTALLED BELOW THE FROST LINE WHERE POSSIBLE (EXCLUDING SHALLOW TOPSOIL CONDITIONS). c. WHERE IT IS NOT POSSIBLE TO DRIVE GROUND ROD ELECTRODES BECAUSE OF WHERE IT IS NOT POSSIBLE TO DRIVE GROUND ROD ELECTRODES BECAUSE OF BEDROCK OR SHALLOW TOPSOIL CONDITIONS, GROUND PLATE ELECTRODES, RADIAL ELECTRODES, GROUND RING ELECTRODES, CONCRETE- ENCASED ELECTRODES, OR COMBINATIONS OF THESE MAY BE USED IN ACCORDANCE WITH NFPA® 780. 780. d. WHERE THE STRUCTURAL STEEL FRAMEWORK IS UTILIZED AS DOWN CONDUCTORS WHERE THE STRUCTURAL STEEL FRAMEWORK IS UTILIZED AS DOWN CONDUCTORS FOR THE SYSTEM, GROUND ELECTRODES SHALL BE CONNECTED TO COLUMNS AROUND THE PERIMETER OF THE STRUCTURE AT INTERVALS AVERAGING NOT MORE THAN 60 FEET APART. COLUMNS SHALL BE GROUNDED USING EITHER BONDING PLATES HAVING 8 SQUARE INCHES OF SURFACE CONTACT AREA OR BY ULTRAWELD® EXOTHERMICALLY WELDED CONNECTIONS. EXOTHERMICALLY WELDED CONNECTIONS. 2.07 COMMON BONDING OF GROUNDED SYSTEMS COMMON BONDING OF GROUNDED SYSTEMS a. COMMON BONDING OF ALL GROUNDED SYSTEMS WITHIN THE BUILDING SHALL BE COMMON BONDING OF ALL GROUNDED SYSTEMS WITHIN THE BUILDING SHALL BE ENSURED BY INTERCONNECTING THEM TO THE LIGHTNING PROTECTION SYSTEM USING MAIN SIZE CONDUCTOR AND FITTINGS. b. FOR STRUCTURES EXCEEDING 60 FEET IN HEIGHT, THE INTERCONNECTION OF THE FOR STRUCTURES EXCEEDING 60 FEET IN HEIGHT, THE INTERCONNECTION OF THE LIGHTNING PROTECTION SYSTEM GROUND ELECTRODES AND OTHER GROUNDED SYSTEMS SHALL BE IN THE FORM OF A GROUND LOOP CONDUCTOR. c. THESE GROUNDED SYSTEMS SHALL INCLUDE BUT ARE NOT LIMITED TO THE THESE GROUNDED SYSTEMS SHALL INCLUDE BUT ARE NOT LIMITED TO THE ELECTRICAL SERVICE, COMMUNICATION, AND ANTENNA SYSTEM GROUNDS AS WELL AS ALL UNDERGROUND METALLIC PIPING SYSTEMS INCLUDING WATER, GAS, SEWER, UNDERGROUND METALLIC CONDUITS, ETC. INTERCONNECTION TO A GAS LINE SHALL BE MADE ON THE CUSTOMER'S SIDE OF THE METER. 2.08 POTENTIAL EQUALIZATION POTENTIAL EQUALIZATION a. GROUNDED METAL BODIES LOCATED WITHIN THE REQUIRED BONDING DISTANCE AS GROUNDED METAL BODIES LOCATED WITHIN THE REQUIRED BONDING DISTANCE AS DETERMINED BY THE BONDING DISTANCE FORMULA IN NFPA® 780 SHALL BE 780 SHALL BE BONDED TO THE LIGHTNING PROTECTION SYSTEM USING THE REQUIRED BONDING CONDUCTORS AND CONNECTIONS. 2.09 SURGE PROTECTION DEVICES a. SURGE PROTECTION DEVICES (SPD) SHALL BE PROVIDED AT ALL POWER SERVICE SURGE PROTECTION DEVICES (SPD) SHALL BE PROVIDED AT ALL POWER SERVICE ENTRANCES AND AT ENTRANCES OF CONDUCTIVE SIGNAL, DATA AND COMMUNICATION SERVICES. b. AC SPD'S SHALL BE LISTED AND LABELED AS COMPLIANT WITH UL 1449, 3RD AC SPD'S SHALL BE LISTED AND LABELED AS COMPLIANT WITH UL 1449, 3RD EDITION AND SHALL HAVE A NOMINAL DISCHARGE CURRENT (IN) RATING OF AT LEAST 20 KA 8/20 ΜS PER PHASE. S PER PHASE. c. SPD'S SHALL BE LISTED FOR THE PROTECTION OF CONDUCTIVE SIGNAL, DATA, AND SPD'S SHALL BE LISTED FOR THE PROTECTION OF CONDUCTIVE SIGNAL, DATA, AND COMMUNICATION SERVICES SHALL HAVE A MAXIMUM DISCHARGE CURRENT (IMAX) RATING OF AT LEAST 10 KA 8/20 ΜS WHEN INSTALLED AT THE ENTRANCE. S WHEN INSTALLED AT THE ENTRANCE. PART 3 - EXECUTION 3.01 INSTALLATION INSTALLATION a. THE INSTALLATION OF THE LIGHTNING PROTECTION SYSTEM SHALL BE DONE IN A THE INSTALLATION OF THE LIGHTNING PROTECTION SYSTEM SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. b. THE LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED BY OR UNDER THE THE LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED BY OR UNDER THE SUPERVISION OF A UL LISTED LIGHTNING PROTECTION INSTALLER. c. THE INSTALLERS SHALL HAVE COMPLETED FACTORY TRAINING AND BE SO CERTIFIED THE INSTALLERS SHALL HAVE COMPLETED FACTORY TRAINING AND BE SO CERTIFIED BY THE MANUFACTURER. d. INSTALL THE LIGHTNING PROTECTION SYSTEM IN ACCORDANCE WITH THE APPROVED INSTALL THE LIGHTNING PROTECTION SYSTEM IN ACCORDANCE WITH THE APPROVED COORDINATED SHOP DRAWING AND THE REFERENCED LIGHTNING PROTECTION SYSTEM INSTALLATION STANDARDS. ANY DEVIATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE MANUFACTURER SO AS NOT TO DELAY CERTIFICATION. 3.02 COORDINATION COORDINATION a. COORDINATE THE INSTALLATION OF THE LIGHTNING PROTECTION SYSTEM WITH COORDINATE THE INSTALLATION OF THE LIGHTNING PROTECTION SYSTEM WITH OTHER TRADES. b. COORDINATE ALL ROOF PENETRATIONS, FASTENERS AND ADHESIVE WITH THE COORDINATE ALL ROOF PENETRATIONS, FASTENERS AND ADHESIVE WITH THE ROOFING CONTRACTOR PRIOR TO INSTALLING ANY MATERIALS ON THE ROOF. 3.03 PROJECT DOCUMENTATION PROJECT DOCUMENTATION a. PHOTO DOCUMENT ALL CONCEALED PORTIONS OF THE LIGHTNING PROTECTION PHOTO DOCUMENT ALL CONCEALED PORTIONS OF THE LIGHTNING PROTECTION SYSTEM AS THEY ARE BEING INSTALLED. THIS INCLUDES LIGHTNING PROTECTION SYSTEM GROUNDING ELECTRODES, CONNECTIONS TO STRUCTURAL METAL, CONNECTIONS TO UNDERGROUND METAL PIPING ENTERING THE STRUCTURE, CONNECTIONS TO ELECTRICAL AND ELECTRONIC SERVICE GROUNDS, GROUND RINGS, ETC. THIS DOCUMENTATION SHOULD BE AUTHENTICATED BY THE OWNER OR HIS REPRESENTATIVE. 3.04 INSPECTION, CERTIFICATION AND MAINTENANCE INSPECTION, CERTIFICATION AND MAINTENANCE a. AT COMPLETION OF THE INSTALLATION OF THE LIGHTNING PROTECTION SYSTEM, AT COMPLETION OF THE INSTALLATION OF THE LIGHTNING PROTECTION SYSTEM, THE CONTRACTOR SHALL APPLY FOR INSPECTION OF THE SYSTEM BY UL FIELD REPRESENTATIVES. THE SYSTEM IS TO BE INSPECTED FOR COMPLIANCE WITH NFPA® 780. 780. b. IF THE LIGHTNING PROTECTION SYSTEM COVERS AN ENTIRE INDEPENDENT IF THE LIGHTNING PROTECTION SYSTEM COVERS AN ENTIRE INDEPENDENT STRUCTURE AND THE SYSTEM PASSES INSPECTION, UL WILL ISSUE A MASTER LABEL® CERTIFICATE OF INSPECTION FOR LIGHTNING PROTECTION SYSTEM. THE CERTIFICATE OF INSPECTION FOR LIGHTNING PROTECTION SYSTEM. THE CONTRACTOR WILL SUBMIT THE CERTIFICATE FOR DISTRIBUTION TO THE PREMISES' OWNER. FOR THE CERTIFICATE TO BE VALID, THE CONTRACTOR MUST PUBLISH THE CERTIFICATE TO THE UL WEBSITE, HTTPS://LPS.UL.COM WHERE IT MAY BE VIEWED HTTPS://LPS.UL.COM WHERE IT MAY BE VIEWED WHERE IT MAY BE VIEWED BY CONSUMERS, BUILDING OWNERS, INSURANCE AGENCIES AND OTHER INTERESTED PARTIES. THE MASTER LABEL® CERTIFICATE OF INSPECTION IS VALID FOR A PERIOD CERTIFICATE OF INSPECTION IS VALID FOR A PERIOD OF FIVE YEARS. IF THE BUILDING CHANGES STRUCTURALLY OR IF MODIFICATIONS ARE MADE TO THE SYSTEM DURING THAT PERIOD, THE CERTIFICATE IS NO LONGER VALID. c. IF THE SCOPE OF THE LIGHTNING PROTECTION SYSTEM IS LIMITED BY IF THE SCOPE OF THE LIGHTNING PROTECTION SYSTEM IS LIMITED BY CONTRACTUAL OR OTHER REASONS, THE INSTALLER MAY LIMIT THE SCOPE OF THE UL INSPECTION. IN THOSE CASES WHERE THE ENTIRE SYSTEM IS NOT INSPECTED, A MASTER LABEL® CERTIFICATE OF INSPECTION WILL NOT BE ISSUED BY UL. THEY CERTIFICATE OF INSPECTION WILL NOT BE ISSUED BY UL. THEY WILL ISSUE A LETTER OF FINDINGS OF THEIR INSPECTION INDICATING COMPLIANCE WITH THE LIMITED SCOPE OF THE INSPECTION. d. AT PROJECT CLOSEOUT, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AT PROJECT CLOSEOUT, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH ACCURATE AS-BUILT DRAWINGS AS WELL AS RECOMMENDED GUIDELINES FOR MAINTENANCE OF THE SYSTEM. END OF SECTION 26 41 13
