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19-22093
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22093 y BUILDING PERMIT 4_ PERMIT INFORMATION. : LOCATION INFORMATION Permit Number: 22093 Address: 4330 20TH ST Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: NEW CONST/COMM Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 13-26-21-0070-07400-0000 Improv. Cost: 960,665.00 OWNER INFORMATION Date Issued: 12/04/2019 Name: NESTLE WATERS NORTH AMERICA Total Fees: 7,552.50 Address: PO BOX 120029 Amount Paid: 7,552.50 STAMFORD, CT. 06912-0029 Date Paid: 5/22/2020 Phone: (813)469-7004 Work Desc: CONSTRUCT NEW STORM SHELTER 1,431 SQ FT CONTRACTORS APPLICATION FEES ALSTON CONSTRUCTION BUILDING FEE 6,555.00 EXODUS ELECTRIC CORP ELECTRICAL FEE 405.00 KB MECHANICAL INC MECHANICAL FEE 157.50 QUALITY ROOFING INC REROOF COMMERCIAL 435.00 h Ins ections Required FOOTER 2 D ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTkACTORTANATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER '���"J'e.'t.� - +r T�•t 4 �-I:q`'.:�'t,`.Ty', 't :1'.= �•�-ys;�R„y,.,,t - .�. at:1}i � •,an- 1 3 �yyv „'��ti'f ii•' l.v:- '�'� .- .�,tA y:,. 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' :y-.y��� r't't'T^:}Y ' .y.•'� i.�Yp;+;-'14r- {•y,'-�rC• -.�- +y,e '-.-y� , .' •i5. .,'.•.a`• .;;,,';f�.V'_i�'r,�»`'-,�+...x':,!`mat'.?..� '`.i ..,y+`� •y> ..,^''.rye., _.,�t• � - :. #t; ,:�;f sr� _ r.; j r. r y-e v hy*�e 'i � �r fit! y J- t� •,,, � }U� Ufa, r,'��k Sn �r },FnPt�{� 't V�•�• vet .'��j,��ta���r..pJ�•s, S 7i• �4 r:�i•`" 'lip '� � � r, F. 1��, •..; " ~ti .t 1 r 4' y•w �r " t 813-780-0020 City of Zephyrhills;Permft Application Fax-e1348o-o021 Building Department Data Received Phone Contact for Permitting as age I11 11 Owners Name Owner Phone Number Owner's Address 'Owner Phone Number Fee Simple TiUeholder Name Owner Phone Number Fee Simple Titleholder Address, JOB ADDRESS 4330 20th St"Zephyrhills,FL.33542 LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ElNEW CONSTR e ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM 0 OTHER Rooms TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL 0 DESCRIPTION OF WORK" BUILDING SIZE SO FOOTAGE HEIGHT BUILDING $49 600.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q W.R.E.C. q,3 =PLUMBING $ Z �'16 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS 0. ROOFING = SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES NO BUILDER COMPANY SIGNATURE REGISTERED I YIN FEE CURREN Y!N Address I License# ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN_ Y l N Address License OF- PLUMBER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N U�+ Address License# 3 J OTHER COMPANY Quality Roofing Inc. SIGNATURE !tS REGISTERED I YIN FEE CURREN LY/N Address 1905 N.40th Si Tampa,'FL 33605 License# CCC042846 1118t11.t 11gi[s12,2444oiitlttllltl�atia�lltl�..tlJltil•ttitlt����tetli�_tiltla���_tll�tlassel RESIDENTIAL Attach(2)PI61 Plans;(2)sets of Building Plans;(1)set of Energy Fonns;R-O-W Permit for new construction. Minimum len(10)working days after submittal date.Required onsite,Construction Plans,Storrnwa_ter Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster,-Site Work NITnlffor subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forns,.R=0-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite;Construction Plans,Stornvrater Plans w/Silt Fence installed, Sanitary Facilties'&1;dumpster.Site Work Permit for all new projects.All Commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required forall NEW construction. Directions: _ "' Fill out application completely. Owner&Contractorsigm back of application,notarized If over$2500,a Notice of"Commencement is required.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PtoUSurvey/Footage) Driveways-Not over Counter f on public roadways..needs ROW 813-780.0020 City of Zephyrhills.Permit Application Far-s13-76o-0112e Building:Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit maybe subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable.deed restrictions. UNLICENSED•CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or conlractors to undertake work,they may be required to be licensed in accordance with state and local regulations,tf the'contractor rs,not licensed as required by,law,both the owner and contractor maybe cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may.apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Llcensi8g Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the eontractor(s)sign portions of the'contractor Block"of this application for which they will be responsible:If you,as the owner sign as the contractor,that may be anti dication that he is not properly licensed and Is not entitled to permitting privileges In Pasco County. TRANSPORTATION IMPACTlUTILITIES,IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use'In existing buildings,or expansion of existing buildings,as specified in Pasco County Ord nance.number 89-07 and 90-07.as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that.Transportation Impact Fees and Resource Recovery Fees must be paid Odor to receiving, permit or final,power release.If the project does not involve a certthcale of occupancy or final power release,the fees must be paid prior to pet issuance.Furthermore,if Pasco County WatedBewer Impact fees are due,they must be paid prior to permit Issuance in accordance with applicable Pasco,County ordinances. CONSTRUCTION LIEN LAW,(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I;the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner,I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner prior to commencement CONTRACTOR'SIOW NER'S AFFIDAVIT:I certify that all the information in:this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made'to obta n a pertnil to do work and installation as indicated.I certify that no work or installation has commenced pdor to issuance of a permit and that ail work will be performed to:meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the Intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: Department of Environmental Protection-Cypress.Bayheads,Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,-Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood2one"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A"in connection with a permitted building using stem wall construction,I certify that fill will be used only.to fill the-area within the stem wall. - If fill material is to be used in any,area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached'permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I'promise In good faith to Inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing;signs,wells,pools,air conditioning,gas,or other installations not specifidally included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the tectinical codes,nor shall Issuance of a permit prevent the Building Offtdal from thereafter reiluiring a correction of errors in plans,construction or violations of any codes.Every permit Issued shall become invalid unless the work authorized by such permit is commenced within six months-of pemiil issuance,or if work authorized by the permit is suspended or abandoned for a period of six.(6)months°after the time the work Is commenced.An extension may be requested;to writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)ipansecutive days,the job is considered 'abandoned. WARNING TO OWNER:YOUR FAILURE TO RECORD A.NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS,TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LEN )RINEY BEFORE ECORDING YOU FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR J.� Subscribed and sworn to(or affirmed)before me this. S 'bed nd to or a S /r 1 1 by b Who islare personally known to orhasfhave produced -Who isfareCersonally known me or haslhave produ d as identification. as identification. Notary Public /' X(A f/OAS -'` c Notary Public Commission No, Commission No. Name of Notary typed;printed or stamped Name of Notary typed,primed or stamped Notary Public State of Florida Lauren Marie Willmar Y., MyCommission GG 040056 Expires 1211612023 Submitted To: Quote#: Alston Construction Address: Date: 2446 Dumont Drive 02104/2020 City: State: Zip Code: ua %� OO IngQ Irvine CA 92612 (/ nc. Phone#: Fax#: (949)296-2912 Email Address: State Certified CCCO42846 rwaldenC-Dalstonco.com State Certified CGC 1507166 Job Name: lob Phone#: Nestle Bottling Plant Building Addition 1905 N. 40th Street e Tampa, Florida 33605 lob Location: Phone: (813) 620-4797 • Fax: (813)626-1756 4330 20th Street.Zeahyrhills..FL 335.42 MODIFIED BITUMEN FLAT ROOF INSTALLATION per plans dated 04-03-19.as listed below: 1.Furnish and install new''YV per ft.tapered Polyjso insulation,with a 5"starting thickness,adhered to fully primed structural roof deck per Miami-Dade NOA. 2.Furnish and Install new''/:"per ft.tapered[so crickets and''/."gypsum cover board,adhered per NOA. 3,Furnish and install new Paradiene 20 TG modified bituman interply sheet,fully adhered by torch. 4.Furnish and install new Paradiene 30 FRTG modified bitumen granular cap sheet,fully adhered by torch. 5.Fumish and install new 2-ply modified bitumen membrane base flashing system on perimeter parapet walls and all roof-top equipment curbs. 6.Furnish and install new penetration,roof edge and termination flashings as required by manufacturer. 7.Furnish and Install new 8"x 8"shop fabricated stainless steel primary and overflow scuppers. 8.Furnish and install new shop fabricated 24-gauge prefinished conductor heads and 6"x 6"downspouts. 9.Furnish and install new shop fabricated 24-gauge prefinished coping cap with continuous external cleat and "backer-plate"splice joints,on perimeter parapet walls. 10.Furnish and install new termination bar and surface-mount style counterflashing at tie-in to existing walls. 11.Furnish our(3)three-year contractor's workmanship warranty. 12.Fumish manufacturer's(20)twenty-year"No Dollar Ljmir labor and material warranty. NOTE:Items not included in this proposal: a.Wood blocking b.Roof access ladder All work is to be completed In a workmanlike manner according to standard practices.Any change or deviation from the scope of work Identified herein that results in additional cost to Duality Roofing,Inc.(-Contractor')will be charged to the Customer as a cost that is separate from and in addition to the quoted price.Contractor's employees will be covered by Worker's Compensation Insurance. If there are any persons or materials,other than Contractor's employees)or ft materials supplied by Contractor to perform Contractor's scope of work,on the roof during the project or after the Contractor has completed Its work,then any warranty Issued by Contractor to Customer for the project will immediately become null and void without exception. The Contract Documents consist of this Proposal,the Terns and Conditions,all documents referenced thereln,the Work Authorization(if applicable)and the Limited Workmanship Warranty(if any),which are incorporated herein by reference. Customer agrees that his/her signature to any one of the Contract Documents constitutes his/her receipt and acceptance of gal the Contract Documents and Statutory Warnings. The parties agree that there Is adequate consideration for this Proposal,the receipt and sufficiency of which Is hereby acknowledged. I HAVE READ AND UNDERSTAND THIS PROPOSAL,THE TERMS AND CONDITIONS AND ALL DOCUMENTS REFERENCED THEREIN AND AGREE TO BE BOUND BY THEIR TERMS. Sum for the above:Forty Nine bilgand Six Hundred Dollars$ 49,600.00 Payment to be made as follows: To Be Negotiated ACCEPTANCE OF PROPOSAL: The above prices, specifications and Salesman: conditions are Satisfactory and are hereby accepted. Contractor is authorized Signature: to do the work as specified. By signing below,Customer acknowledges that JJ Hernandez-Estimator Customer is the owner of the property where work is to be performed. Name: Email Address:JJ.HernandezAQuality-Roofing.com Note:This proposal may be withdrawn by us if not accepted within 30 days from date at top. Owner/Agent Signature: Date of Name: Acceptance: Title: State Certified •CCC042846 State Certified • CGC1507166 �utz i� J oo in � " NESTLE BOTTLING PLANT ROOF INSTALLATION PRODUCT DATA SUBMITTALS t0:(�I1�¢, ' Mar 20,2020 gHpCL C® I�G DDDS. N-L\N0 '090 ��, GDS, GODS��_ive:�.�pM�1 141 SIPLAST SBS MODIFIED BITUMEN ROOF SYSTEM NP®-�HEG1 SIPLAST SPECIFICATION—2030IT ®R®IIyPNG�� MIAMI-DARE NOA 18-0620.04-Installation on Concrete Deck PARATHERM FLAT POLYISO INSULATION--5"Minimum Overall Thickness PARATHERM TAPERED POLYISO INSULATION— 1/4"per ft field—Ji"per ft crickets DENSDECK GYPSUM FIBER COVER BOARD—1/4"thickness PARASTICK—INSULATION/COVER BOARD ADHESIVE PA 1125—ASPHALT PRIMER PA 1021—PLASTIC CEMENT ��v�� PARADIENE 20 TG—INTERPLY SHEET—Torch applied G�-�( 0 PARADIENE 30 FR TG—CAP SHEET—Torch applied N E VERAL ALUMINUM FACED BASE-FLASHING CAP SHEET—Torch Applied SHOP DRAWINGS/DETAILS SIPLAST FLASHING DETAILS ROOF TAPER PLAN MSDSATTACHED 9507 Palm River Road •Tampa, FL 33619• Phone (813) 626-1461 • Fax (813) 626-1756 INSULATION ------------------------------------ SLOPE 0"-2%"per ft* MATERIALS per 100 sq ft INSULATION _ PARADIENE 30 FIR TG 112 lb Contact Siplast for higher slope - requirements. --- n.t.s. Specificatioh: 2030 IT Requirements and recommendations detailed in the Siplast catalog and Siplast long form specifications shall apply in addition to the following recommendations and specifications. Application 1. Install insulation panels according to manufacturer's recommendations and FM Global requirements,if applicable. The edges of ins,:Iation panels should be in moderate contact without forcing and cut to fit neatly against adjoining surfaces. The ins!elation layer should present a smooth surface to accept the roof membrane. 2. Beginning at the low point of the roof,fully torch one ply of the Paradiene 20 TG to the insulation surface,lapping sides and ends a minimum of 3 inches. Offset end laps a minimum of 3 feet. 3. Beginning again at the Icw point of the roof,fully torch one ply of Paradiene 30 FIR TG to the Paradiene 20 TG surface lapping sides and ends a minimum of 3 inches. Offset end laps a minimum of 3 feet. Stagger laps between plies. Note: Torch prime all granule surfaces to be lapped by adjoining sheets. Caution: Sip!ast r,-,commends that all practices pertaining to NRCA CERTA guidelines be followed when torching methods are employed. This includes performing a fire watch following any torch applications. Always have approved fire-extinguishing equipment nearby. Ref.#-P20-tg P30-tg Rigid Date:11.2.09 sl�asg` 1000 East Rochelle Boulevard Irving,Texas 76062 (800) 922-8800 FAX(469)996-2206 In An(copal Group Company MIAIM0p1ADE MIAMI-DADE COUNTY t PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION. T(786)315-2590 F(786)31525-99 ' NOTICE OF ACCE]PTANC.E (NOAZ. www.miamidade.eov/economv Siplast,Inca 1111 Highway 67 South Arkadelphia,AR 71923 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:,SiplastModified Bitumen Roof Systems over Concrete Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-1221.11 and consists of pages 1 through 36. The submitted documentation was reviewed by Hamley Pacheco,P.E. NOA No.: 18-0620.04 ME �- Expiration Date:04/14/23 l Approval Date:06/28/18 Page 1 of 36 ROOFING SYSTEM APPROVAL Categorv: Roofing Sub-Categorv: Modified Bitumen Deck Tvpe: Concrete Material: SBS Maximum Design Pressure: -402.5 psf TRADE.NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Paradiene 20 3.28'x 50; ASTM D6163 Asphalt elastomer sheet with random 90 lbs./sq. fiberglass mat reinforcement used as the base ply of a Paradiene 20/30 system. Paradiene 20 HT 3.28'x 50; ASTM 136163 Asphalt elastomer sheet with fiberglass 90 lbs./sq. scrim reinforcement for use as a base ply of a Paradiene 20/30 system. Paradiene 20 EG 3.28'x 33.5; ASTM D6163 Heavy duty asphalt elastomer sheet with 90 lbs./sq. fiberglass scrim reinforcement for use as a base ply in Paradiene systems. Paradiene 20 HV 3.28'x 33.5; ASTM D6163 Heavy duty asphalt elastomer sheet with 90lbs./sq. random fiberglass mat reinforcement used as a base ply of a Paradiene 20/30 system. Paradiene 20 PR 3.28'x 50; ASTM D6164 Asphalt elastomer sheet with polyester 55 lbs./sq. fiberglass scrim composite reinforcement used as the top ply of a Paradiene 20/20 PR system having a gravel surfacing. Has additional puncture resistance. Paradiene 20 TG 3.28'x 33.5; ASTM 136163 Asphalt elastomer sheet with random 70 lbs./sq. fiberglass reinforcement used as the base ply of a Paradiene 20/30 TG Series system. Paradiene 20 TG F 3.28'x 33.5; ASTM D6163 Asphalt elastomer sheet with random 70 lbs./sq. fiberglass reinforcement used as the base ply of a Paradiene 20/30 TG Series system. Paradiene 20 HT TG 3.28'x 33.5; ASTM D6163 Asphalt elastomer sheet with fiberglass 70 lbs./sq. scrim reinforcement for use as a base ply of a Paradiene 20/30 system. Paradiene 20 EG TG 3.28' x 33.5'; ASTM D6163 Heavy duty asphalt elastomer sheet with 1001bs./sq. fiberglass scrim reinforced for use as a base ply in Paradiene 20TG/30TG systems. M NOA No.: 18-0620.04 Expiration Date:04/14/23 Approval Date: 06/28/18 Page 2 of 36 Test Product Product Dimensions Specification Description Paradiene 20 HV TG 3.28'x 33.5'; ASTM 136163 Heavy duty asphalt elastomer sheet with 1001bs./sq. random fiberglass mat reinforcement used as a base ply of a Paradiene 20TG/30TG system. Paradiene 20 PR TG 3.280' x 33.5'; ASTlvf D6164 High perfornance SBS modified 961bs./sq. bitumen finish ply designed for use in gravel surfaced. Used as a surface ply of a Paradiene 20/20TG system. Paradiene 20 TS 3.28' x 33.5'; ASTM D6163 High performance: semi adhered SBS 76 lbs./sq. modified bitumen with random fiberglass mat reinforcement used as a base ply of Paradiene 20/30 systems. Paradiene 30 FR 3.28'x 33.5; ASTM 136163 Asphalt elastomer sheet with mineral Paradiene 30 CR FR 85 lbs./sq. surfacing and random glass mat reinforcement,for use as the top ply of a Paradiene 20/30 system. Paradiene 30 HT FR 3.28'x 33.5; ASTM D6163 Fire-rated asphalt elastomer sheet with 871bs./sq. mineral surfacing and fiberglass scrim reinforcement for use as the top ply of a Paradiene 20/30 FR system. Paradiene 30 MW FR 3.28'x 33.5; ASTM 136163 Fire rated asphalt elastomer sheet with 87lbs./sq. mineral surfacing and ultra high tensile fiberglass reinforcement for use as the top ply of a Paradiene 20/30 FR system. Paradiene 30 FR TG 3.28'x 25.25; ASTM D6163 Fire rated asphalt elastomer sheet with Paradiene 30 CR FR TG 80 lbs./sq. mineral surfacing and random fiberglass mat reinforcement for use as the top ply sheet of a Paradiene 20/30 TG Series syste;n. Paradiene 30 HT FR TG 3.2"'x 25.25; ASTM 136163 Fire rated asphalt elastomer sheet with 80lbs./sq. mineral surfacing and fiberglass scrim reinforcement for use as the top ply of a Paradiene TCr Series system. Paradiene 40 FR 3.28' x 26'; ASTM D6163 Fire rated asphalt elastomer sheet with 115 Ibs./sq. mineral surfacing,glass mat/glass scrim reinforced. Parafor 50 LT 3.28'x 17.5'; ASTM 136164 Heavy duty asphalt elastomer sheet with 114 lbs./sq. mineral surfacing,polyester mat scrim reinforced. Parafor 50 TG 3.28' x 17.5'; ASTM D6164 Heavy duty asphalt elastomer sheet with 114 lbs./sq. mineral surfacing,polyester mat scrim reinforced. IREX 40 3.28'x 34; ASTM D6163 High-melt asphalt sheet with random 89 lbs./sq. fiberglass mat reinforcement for use as the base ply sheet for a Veral system. NOA No.: 18-0620.04 Mom' Expiration Date: 04/14/23 Approval Date: 06/28/18 Page 3 of 36 Test Product Product Dimensions Specification Description IREX HT 3.28'x 34; ASTM D6163 High-melt asphalt sheet with fiberglass 89 lbs./sq. scrim reinforcement for use as a base ply sheet for the Veral system. Vera]Aluminum 3.28'x 33.5; ASTM D6298 Aluminum clad asphalt elastomer sheet 90 lbs./sq. with woven fiberglass reinforcement for use as the top ply sheet of a Veral system. Veral Copper 3.28'x 33.5; ASTM D6298 Copper clad asphalt elastomer sheet with 105 lbs./sq. fiberglass scrim reinforcement for use as the top ply of a Veral system. Parafast Insulation Box of four 4- Proprietary Quick curing, two-component, bead- Adhesive C 1,500 ml applied polyurethane adhesive cartridges PA 311/311 M 5 or 55 gal. ASTM D4479 Blend of adhesive asphalts and quick- drying solvents. PA 828 5 gal. ASTM D4586 Flashing Cement PA 1021 5 gal. ASTM D4586 Asphalt cutback reinforced general purpose cement with non-asbestos fibers. PA 1125 5 or 55 gal. ASTM D41 Asphalt primer. PC—227 5 or 55 gal ASTM D6083 Elastomeric roof coating. Para-Stik Insulation 30 lb pressurized Proprietary A single component moisture curing Adhesive cylinders Urethane foam adhesive SFT Adhesive 5 gal Proprietary A single component,solvent free, modified asphalt adhesive NOA No.: 18-0620.04 Expiration Date:04/14/23 Approval Date:06/28/18 Page 4 of 36 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) Paratherm W Polyisocyanurate Insulation Siplast ACFoair.II Polyisocyanurate Insulation Atlas Roofing Corp. DensDeck Water resistant gypsum Georgia-Pacific Gypsum LLC DensDeck Prime Water resistant gypsum Georgia-Pacific Gypsum LLC H-Shield Polyisocyanurate Insulation. Hunter Panels LLC H-Shield Tapered Paratherm H Polyisocyanurate Insulation Siplast,Inc. Tapered Parathern H ENRGY-3 Polyisocyanurate Insulation. Johns Manville ENRGY 3 Tapered ENRGY 3 AGF 25 psi Polyisocyanurate Insulation with Johns Manville ENRGY 3 AGF Tapered Uncoated Glass Facer ENRGY 3 AGF 25 PSI 25 psi Polyisocyanurate Insulation with Johns Manville ENRGY 3 AGF 25 PSI Tapered Uncoated Glass Facer ENRGY 3 CGF 25 PSI 25 psi Polyisocyanurate Insulation with Johns Manville ENRGY 3 CGF 25 PSI Tapered Coated Glass Facer ENRGY 3 CGF Polyisocyanurate Insulation with Coated Johns Manville ENRGY= CGF Tapered Glass Facer ValuTherm AGF Polyisocyanurate Insulation with Uncoated Johns Manville ValuTherm AGF Tapered Glass Facer ValuTherm CGF Polyisocyanurate Insulation with Coated Johns Manville ValuTherm CGF Tapered Glass Facer ValuTher;r_AGF 25 PSI Polyisocyanurate Insulation with Uncoated Johns Manville ValuTherm AGF 25 PSI Tapered Glass Facer ValuTherm CCF 25 PSI Polvisocyanurate Insulation with Coated Johns Manville ValuTherm CGF 25 PSI Tapered Glass Facer DuraBoard Expanded Mineral Fiber Johns Manville FescoBoard Rigid perlite roof insulation board. Johns Manville Multi-ivlax FA-3 Polyisocyanurate foam insulation. Rmax Operating,LLC SECUROCK G j p3um-Fiber Water resistant recycled cellulose and US Gypsum Corporation Roof Board synthetic gypsum EnergyGuard Polyiso Insulation Polyiso insulation with fiberglass GAF reinforced organic facers Erier—GLard Jhra Polyiso °oiyiso insulation with coated fiberglass GAF Insulatio,? racers Parathern, N Polyisocyanurate Insulation Siplast,Inc. Parathern N Tapered Parathern--N CG Polyisocyanurate Insulation with Coated Siplast,Inc. Parathern N CG Tapered Glass Facer Parathern N=5 psi 25 psi Polyisocyanurate Insulation Siplast,Inc. Parathern N 25 psi Tapered Parathe3-IT �\' '.; psi CG 25 psi Polyisocyanurate Insulation with Siplast,Inc. Paratherm N 25 psi CG Tapered Coated Glass Facer NOA No.: 18-0620.04 Fi PA4DEc,OtON7Y Expiration Date: 04/14/23 Approval Date: 06/28/18 Page 5 of 36 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) Paratherm G PoIyiso insulation with fiberglass Siplast,Inc. Paratherm G Tapered reinforced organic facers Paratherm G CG Polyiso insulation with coated fiberglass Siplast,Inc. Paratherm G CG Tapered facers APPROVED FASTENERS/ADHESIVES: TABLE 3 Product Product Manufacturer ?dame Description Dimensions (With Current NOA) OMG Olybond Adhesive Dual component polyurethane 55-gallon OMG, Inc. adhesive drum OMG Olybond 500 Two-component, low-rise 10-galIon or OMG,Inc. Adhesive polyurethane foam adhesive 1,500 ml cartridges Insta Stik Quik Set Single component polyurethane 30 lb. tank The Dow Chemical Co. Insulation Adhesive adhesive NOA No.: 18-0620.04 M �lDECO'UNW Expiration Date:04/14/23 Approval Date:06/28/18 Page 6 of 36 EVIDENCE SUBMITTED: Test AgencOdentifier Name Report Date Factory Mutual Research Corp. FM 4470 3008071 01/18/01 FM 4470 3008210 04/10/01 FM 4470 3045166 07/24/12 FM 4470 3041769 05/26/11 FM 4470 3047738 03/20/14 FM 4450 3037540 10/20/10 FM 4470 3021507 11/04/05 FM 4470 3023079 05/12/06 FM 4470 3026749 07/27/06 FM 4470 3031655 05/27/08 FM 4470 3033854 01/16/09 Atlantic&Caribbean Roof TAS 114-D 07-035 05/29/07 Consulting, LLC Trinity-ERD TAS 114 4701.02.96-1 02/28/96 TAS 117 C8500SC.11.07 11/30/07 PRI Construction Materials ASTM D6163 SRI-037-02-01 11/15/12 Technologies LLC ASTM D6163 SRI-039-02-01 11/20/12 ASTM D6164 SRI-041-02-01 11/15/12 ASTM D6163 SRI-042-02-01 11/16/12 ASTM D6163 SRI-042-02-02 11/19/12 ASTM D5147ID6163 SRI-043-02-01 11/15/12 ASTM D5147/D6164 SRI-044-02-01 12/07/12 ASTM D5147/D6163 SRI-045-02-01 12/10/12 ASTM D5147/D6163 SRI-045-02-03 11/18/12 ASTM D5147/D6163 SRI-046-02-01 11/16/12 ASTM D6164 SRI-047-02-01 12/07/12 ASTM D6298 SRI-048-02-01 01/I1/13 ASTM D4601 SRI-049-02-01 11/13/12 ASTM D4601 SRI-050-02-01 11/12/12 ASTM D4601 SRI-051-02-01 11/12/12 ASTM D3019 SRI-101-02-01 02/17/17 ASTM D 6083 SR1-101-02-02 04/21/17 NOA No.: 18-0620.04 MtAPa�MDECOUNTY Expiration Date: 04/14/23 Approval Date:06/28/18 Page 7 of 36 Membrane Type: SBS Deck Type 3I: Concrete Decks,Insulated: Deck Description: ; 2500 psi structural concrete or concrete plank System Type A(1): All layers of insulation adhered to deck with approved asphalt oradhesive. All General and System limitations apply. Base Insulation Layer(Optional) Insulation Fasteners Fastener Table 3 Density/ft2 One or more Iayers of any of the following insulations: Paratherm H;Multi-Max FA-3, H-Shield ]Minimum 1.5"thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener Table 3 Density/ftz DensDeck - IV(inidi,,,:�1 %"thick N/A N/A DuraBoard Minlni➢l111 3/4"thick N/A N/A Note:: Co'nerete deck'shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to applieais•n of insulation. All insulation shall be adhered to the deck in full mopping of approved asphalt, within the EVT range and.at a rate of 20-40 lbs./100 ft' or Insta Stik Quik Set Insulation Adhesive!?hra-Stik Insulation Adhesive applied in continuous 3/4"to 1"wide beads at a maximum spacing of 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation 3anels used as a top layer shall be placed with the polyisocyanurate side facing down. Ply - Paradiene 20 TG,,20 HV TG,20 HT TG or 20 EG TG adhered by torch or Paradiene 20,20 HT,20 HV,20 EG adhered with approved mopping asphalt at an application rate of 20-40 lbs./sq.or with PA 31 1 or PA 31 I M adhesive at a rate of 1.5-2 gal/sq. Membrane: Paradiene 20 PR,30 FR,30 CR FR,30 MW FR or 30 HT FR adhered in approved mopping asphalt at an application rate of 20-40 lbs./sq. or PA 311 or PA 31 LM adhesive at a rate of 1.3-2 gal/sq.or Paradiene 20 PR T G,Paradiene 30 FR T C;30 CR FR TG or 30 HT FR TG adhered by torch: Note: Refer to manufacturer's specifications for specific application requirements. Surf'acina: Optional when granular surfaced membranes are used Required with non-granular surfaced membranes. Install one of the following: 1.400 lbs./sq.gravel in a flood coat of PA-311 or PA')11 M adhesive at an application rate of 3 gal./sq. 2.400 lbs./sq.gravel in a flood coat of asphalt applied at a rate of 60 ibs./sq. Maxhrit,m Design Pressure: -15 7.5 psf,,_using DensDecl:)(See General Limitation T9) 112.5 psf(using DuraBoard) (See General Limitation#9) NOA No.: 18-0620.04 Muu��E F�7Y Expiration Date: 04/14/23 Approval Date: 06/28/18 Page 8 of 36 POLYISO INSULATION PARATHERM & PARATHERM CG f tlp lasf® PO LYISOCYANU RATE INSULATION Commercial Product Data Sheet Product Description COMMERCIAL PRODUCT INFORMATION Paratherm is a rigid roof insulation board comprised of a Panel Size - Flat Panels: Available In 4' x 8' (1.22 m x closed cell polyisocyanurate foam core bonded on each side 2.43 m)and 4'x 4'(1.22 m x 1.22 m)panels. to fiber-reinforced organic felt facer. Paratherm CG has a coated fiberglass facer. The product provides high thermal Thickness - Flat Panels: 1 inch (2.54 cm) to 4 inches R-value, code compliance, and superior physical properties (10.16 cm) at a low installed cost. Standard product has a compressive strength of 20 psi (Grade 2). Paratherm and Paratherm CG Multiple Layer Configurations: A maximum individual are also available in 25 psi(Grade 3). flat-stock panel thickness of 2.7 inches is recommended. For configurations requiring more than 2.7 inches of Paratherm,a Product Uses multiple layer configuration is recommended. Paratherm is used in combination with coverboards approved in advance by Siplast for all constructions requiring a single- Panel Size-Tapered Panels: Available in 4'x 4' (1.22 m x source guarantee. Each panel of Paratherm must be 1.22 m)panels. secured to the roof deck with Factory Mutual Approved fasteners (appropriate to the deck type) and plates installed Thickness - Tapered Panels: Panel thickness varies with in accordance with current FM requirements. Alternatively, taper/slope of the panel. Tapered panels are available to maximum 4 ft x 4 ft(1.22 m x 1.22 m) panels of Paratherm provide 1/8, 1/4,or 112 inch per foot slope. may be adhered to a prepared existing concrete deck with a full mopping of hot asphalt or approved insulation adhesive. Packaging: Paratherm CG (coated fiberglass facer - non-organic) is Paratherm is shipped to the job site protected by a plastic required over new concrete substrates due to the anticipated wrap,plastic bag,or both. This factory packaging is intended high moisture content. This includes all layers where multiple for handling the Paratherm in the manufacturing plant and layers of Paratherm are used. Contact Siplast for approvals during transit; it should not be relied upon as job site on applications over new concrete decks or other product protection from the elements. uses. Storage&Handling: Product Approvals Material delivery should be carefully coordinated with the Paratherm meets or exceeds the requirements of ASTM C schedule for roofing operations to minimize job site storage 1289 Type II, Class 1, Grade 2. Paratherm CG meets or time. Interior storage offering dry, well-ventilated conditions exceeds ASTM C 1289 Type II Class 2,Grade 2 and Grade 3 should be considered when the product is to be stored for product (25 psi) is also available. Paratherm is Factory more than 14 days prior to installation. When short-term job Mutual Approved for use in Class 1 constructions when site storage is necessary, Paratherm should be stored flat on installed according to FM requirements. Paratherm has been raised pallets or platforms at least 4 inches above the classified by Underwriters Laboratories, Inc. as an approved ground. Pallets should be stored on a finished surface rather roof insulation in all Siplast Class A roof constructions and than on dirt or grass to avoid upward transpiration of Roof/Ceiling hourly fire-rated assemblies, and is classified by moisture. Pallets should be covered with a waterproof Underwriters Laboratories Canada. covering, preferably using a breathable material such as canvas. Mechanical and physical properties are on the back side of this data sheet. Rev 5/2018 Current copies of all Siplast Commercial Product Data Sheets are 5" MINIMUM THICKNESS posted on the Siplast Web site at www.Siplast.com. 1/4" PER FT. FIELD SLOPE 1/2" PER FT. CRICKET SLOPE SMALL SUMP AT SCUPPERS 4 FT X 4 FT MAXIMUM BOARD SIZE INSTALLED WITH ADHESIVE Siplast 1000 Rochelle Blvd. 201 Bewicke Ave.,Suite 208 Customer Service in North America Irving,TX 75062-3940 North Vancouver,BC,Canada V7M 3M7 1.800.922.8800 www.siplast.com PARATHERM POLYISOCYANU RATE INSULATION Physical and Mechanical Properties TYPICAL PROPERTIES AND CHARACTERISTICS Nominal LTTR* LTTR** Flute Span (max.) Thickness ASTM C 1289-11 (CANIULC-S770-03) inch (mm) inch mm (CANIULC-S770-09) 1.0 (25) 5.6 6.0 2 5/8(67) 1.2 (30) 6.7 7.2 2 5/8(67) 1.5 (38) 8.5 9.0 3 3/8(86) 1.8 (46) 10.2 10.9 3 3/8(86) 2.0 (51) 11.4 12.1 3 3/8(86) 2.2 (56) 12.6 13.4 3 3/8(86) 2.3(58) 13.2 14.0 3 5/8(92) 2.5 (64) 14.4 15.3 3 5/8(92) 2.6 (66) 15.0 15.9 3 5/8(92) 2.7(69) 15.6 16.6 3 518(92) The following are not recommended for use in a single layer application. 2.8 (71) 16.2 17.2 3 5/8(92) 3.0 (76) 17.4 18.5 3 5/8(92) 3.1 (78) 18.0 19.1 3 5/8(92) 3.2(81) 18.6 19.8 3 5/8 (92) 3.5(89) 20.5 21.7 3 5/8 (92) 3.8(97) 22.3 23.7. 3 5/8 (92) 4.0(102) 23.6 25.0 3 5/8 (92) Information on other thicknesses available upon request. Long-term Thermal Resistance (LTTR) Value determined in conformance with ASTM C 1289-11 effective Jan. 1,2014(CAN/ULC-S770-09). Long-term Thermal Resistance(LTTR)Values determined in conformance with CAN/ULC-S770-03. HIGH THERMAL VALUE COMBINATIONS LTTR ASTM C 1289-11 CANIULC-S770-09 20 (20.4) 2 layers of 1.8"Paratherm or Paratherm CG 25 (25.2) 2 layers of 2.2"Paratherm or Paratherm CG 30 2 layers of 2.6"Paratherm or Paratherm CG 35 (36) 2 layers of 3.1"Paratherm or Paratherm CG 40 (41) 2 layers of 3.5" Paratherm or Paratherm CG Rev 5/2018 INSULATION COVER BOARD Georgia-Pacific DensDeckTechnical Service Hotline 1.80OM5,8119 or Roof Board www.densdeck.com Manufacturer Confirm any priming requirements with the membrane manufacturer.When applying Georgia-Pacific Gypsum Georgia-Pacific Canada solvent-based adhesives or primers,allow sufficient time for the solvent to Flash off 133 Peachtree Street 2180 Meadowvale Boulevard,Suite 200 to avoid damage to roofing components. Atlanta,GA 30303 Mississauga,ON L5N 5S3 DensDeck Roof Boards should not be subjected to abnormal or excessive loads or Technical Service Hotline:1-B00-225.6119 foot traffic,such as,but not limited to,use on plaza decks or under steel-wheeled Description equipment that may fracture or damage the panels.Provide suitable roofing system DensDockm Roof Board is an exceptional fire barrier,thermal barrier,coverboard protection when required. and recovery board used in various commercial roofing systems.The DensDeck When using DensDeck Roof Boards for hot-mapped applications,Georgia-Pacific Roof Board design employs fiberglass mats front and back that are mechanically recommends maximum asphalt application temperatures of 425°F(218°C)to 450°F bonded to a high density gypsum care,providing excellent fire resistance and (2321C),Application temperatures above these recommended temperatures may wind uplift properties.The unique construction of DensDeck Roof Board provides adversely affect roof system performance.Consult and follow the roofing system superior flute spanning that stiffens and provides increased foot traffic resistance manufacturers specifications for full mopping applications and temperature to the roof deck.Additionally,DensDeck Roof Board has been shown to withstand requirements. delamination,deterioration and job-site damage far more effectively than roofing Conditions beyond the control of Georgia-Pacific,such as weather conditions,dew, membrane substrates such as paperfaced gypsum board,fiberboard and perlite leaks,application temperatures and techniques may cause adverse effects with insulation.DensDeck Roof Board has scored a 10,the highest level of performance roofing systems. for mold resistance per the AS€M D3273 test method. Moisture Management Primary Uses DensDeck Roof Boards,like other components used in roofing systems,must Roof system manufacturers and designers have found DensDeck Roof Board to be be protected from exposure to moisture before,during and after installation. compatible with many types of roofing systems,including:built-up,modified bitumen, single ply,metal systems,wood shingly and shake,tile,slate,as well as a recovery Remove the plastic packaging from all DensDeck Roof Board immediately upon receipt board and ovedayment protection board for polyisocyanurate and polystyrene insulation, of delivery.roisturr remove the plastic packaging may result in entrapment of can- board DensDeck Roof Board can also be used as a form board for poured gypsum concrete densation or moisture.DensDeck Roof Board stored outside must be stared level and deck in roof applications as well as a substrate for spray foam roofing systems.1/2" off the ground and protected by a breathable waterproof covering.Provide means for air (12.7 mm)and 5/8"(15.9 mm)DensDeck Roof Board may also be used in vertical circulation around and under stored bundles of DensDeck Roof Board,DensDeck Roof applications as a backer board or liner for the roof side of parapet walls. Board must be covered the same day as installed, Some membrane manufacturers have hot mop asphalt or torch applications directly Avoid application of DensDeck Roof Boards during rain,heavy fog and any other to DensDeck Roof Board without using a primer or base sheet.Consult with the conditions that may deposit moisture on the surface,and avoid the overuse of system manufacturer for their recommendations with this application.DensDeck non-vented,direct-fired heaters during winter months.When roofing systems are Roof Board is the preferred substrate for vapor retarders. installed on new poured concrete or light weight concrete decks or when re-roofing over an existing concrete deck,a vapor barrier should be installed above the concrete Standards and Code Approvals to limit the migration of water from the concrete into the roof assembly.Always DensDeck Roof Boards are manufactured to meet ASTM C1177 and have the consult the roofing system manufacturer or design authority for specific instructions following approvals: for applying other products to DensDeck Roof Boards. •Florida Product Approved Moisture vapor movement by convection must be eliminated,and the flow of water •Miami-Dade County,Product Control Approved by gravity through imperfections in the roof system must be controlled.After a leak Recommendations and Limitations has occurred,no condensation on the upper surface of the system should be tolerated, DensDeck Roof Boards are manufactured to act with a properly designed roof system and the water introduced by the leak must be dissipated to the building interior in a following good roofing practices.The actual use of DensDeck Roof Board as a roofing minimum amount of time. component in any system or assembly is the responsibility of the roofing system's Although DensDeck Roof Boards are engineered with fiberglass facings and high density design authority.Consult with the appropriate system manufacturer and/or design gypsum cores,the presence of free moisture can have a detrimental effect on the authority for system and assembly specifications and instructions on applying other performance of the product and the installation of roofing membranes.For example, products to DensDeck Roof Board.Georgia-Pacific does not warrant and is not hot asphalt applications can blister;torched modified bitumen may not properly bond; responsible for any systems or assemblies utilizing DensDeck Roof Board or any and adhesives for single ply membranes may not dry properly.Moisture accumulation component in such systems or assemblies other than DensDeck Roof Board. may also significantly decrease wind uplift and vertical pull resistance in the system or The need for a separator sheet between the DensDeck Roof Board and the roofing assembly.DensDeck Roof Boards containing excessive free moisture content may membrane must be determined by the root membrane manufacturer or roofing need to be evaluated for structural stability to assure wind uplift performance. system designer. Submittal Job Name conrinue&- --- Approvals Contractor Date APPLIED IN ADHESIVE 4 FT X 4 FT MAX BOARD SIZE 1/4"THICKNESS Stamps f Signatures Georgia-Pacific Dens®eck" Technical Service Hotline 1.800.M.6119 or Roof Board www.densdeck.clom Fire Resistance Classifications UL Fire Resistance Ratings 5/8"(15,9 mm)DensDeck Fireguard Roof Boards are DensDeck°Roof Boards are excellent fire barriers over combustible and noncombustible designated as Type DO by UL and included in assembly designs investigated by UL roof decks,including steel decks. for hourly fire resistance ratings.5/8"(15.9 mm)DensDeck Fireguard Roof Boards may UL 790 Classification, DensDeck Hoof Boards have been classified by Underwriters also replace any unclassified 5/8"(15.9 min)gypsum board in an assembly in the UL Laboratories(UL)for use as a fire barrier over combustible and noncombustible decks Fire Resistance Directory under the prefix"P". in accordance with the ANSI/UL 790 test standard.The UL classification includes a Flame Spread and Smoke Developed. When tested in accordance with ASTM E84, comprehensive Class A,8 or C rating.For additional information concerning the UL 790 DensDeck Roof Boards had Flame Spread 0,Smoke Developed 0. classification,consult the UL Certification Directory. Wind Uplift UL 1156 Classification, DensDeck Roof Boards have also been classified by UL in roof DensDeck Roof Boards are included in numerous assemblies evaluated by FM or other deck constructions for internal(under deck)fire exposure in accordance with the independent laboratories for wind uplift performance.For information concerning such ANSI/UL 1256 Steiner Tunnel test.For additional information concerning the UL 1256 assemblies,please visit www.roofnay.com. classification,consult the UL Certification Directory. Handling and Use-CAUTION FM Class 1 Approvals. DensDeck Roof Boards are included in numerous roofing This product contains fiberglass facings which may cause skin irritation.Dust and assemblies with a Factory Mutual(FM)Class 1 fire rating.1/4"(6.4 mm)DensDeck fibers produced during the handling and installation of the product may cause skin, Roof Boards have passed testing under the FM Calorimeter Standard 4450 and have eye and respiratory tract irritation.Avoid breathing dust and minimize contact with been approved by FM as such for insulated steel deck roofs when installed according skin and eyes.Wear long sleeve shirts,long pants and eye protection.Always to the conditions identified by FM.For more information concerning FM Approvals and maintain adequate ventilation.Use a dust mask or NIOSH/MSHA approved FM Class 1 assemblies with DensDeck Roof Boards,consult FM or RoofNav", respirator as appropriate in dusty or poorly ventilated areas. Type X 5/8"115.9 mm)DensDeck°Fireguard"Roof Boards are manufactured to meet the"Type X"requirements of ASTM C1177 for increased fire resistance beyond regular gypsum board. Physical Properties 1/4" THICKNESS Properties Thickness,nominal 1/4"(6.4 mm)±1/16"(1.6 mm) 1/2"1123 min)±1/32"I.B min) 5J8"(15.9 mml±1/32"(.8 min) Width,standard 4'(1219 min)±1/8"(3 min) 4'(1219 mm)±1/8"1 mml 4'(1219 mm)31/8"13 mm) Length,standard B'(2438 min)±1/4"(6.4 min) 8'(2438 mm)±1/4"(6.4 mm) 1 8'(2438 mml±1/4"(6.4 min) Weight,nominal,lbs./s .ft.(Kg/mt) 1.2(5.9) 2.0(9.01 1 25112.2) Surfacing Fiberglass mat Fiberglass mat Fiberglass mat Flexural Strength',parallel,lbf.min.(N) 24D(178) a80(356) 2:100(444) Flute Spanabilityr _ 2-5/8"(67 min) 5"(127 mm) B"(203 min Permeance',Perms(ng/Pa•S-ml) >50(2B50) >35(19951 >32(1B24) R Value',ft--'F•hr/BTU(mt•K/W) .28 .56 .67 Linear Variation with Change in Temp., in/in°F(mm/mm/C°) 8.5 x 101(15.3 x 101) 8.5 x 101(15.3 x 10-5) 8.5 x 106(15.3 x 1061 Linear Variation with Change in n Moisture _ 6.25 x 106 6.25 x 10 6 6.25 x 196 Water Absorption,%max <10 <10 <10 Compressive Strength',psi nominal { 90D 900 90D Surface Water Absorption,grams,nominal <2.5 <2.5 <2.5 Flame Spread,Smoke Developed(ASTM E841 0/0 0/0 0/0 Bending Radius 5'(1524 min) 812438 mm) 12'(3658 min) 1.Tested in accordance with ASTM C473 method 6. 4.Tested in accordance with ASTM C518 Cheat flow meter/. 7.Tested in accordance with ASTM E661. 5.Tested in accordance with ASTM C1177. 3.Tested in accordance with ASTM E96(dry cup method). 6.Tested in accordance with ASTM C473. TRADEMARKS DENSDECK,FIREGUARD and the GEORGIA-PACIFIC logo are trademarks owned by Ge®rgla"PI'a cif lc or licensed to Georgia-Pacific Gypsum LLC.ROOFNAV is a registered mark of FM Global. Gypsum WARRANTIES,REMEDIES AND TERMS OF SALE For current warranty information for this product,please go to www.gpgypsum.com and select the product for warranty information.All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. USA. Georgia-Pacific Gypsum LLC y a without UPDATES AND CURRENT INFORMATION The information in this document may change Georgia-Pacific Gypsum II LLC 9 Canada Georgia-Pacific Canada LP notice.Visit our website at www.gpgypsum.com for updates and current information. SALES INFORMATION AND ORDER PLACEMENT CAUTION For product fire,safety and use information,go to www.buildgp.com/safetyinto U.SA. West: 1-80 M44503 or call 1-600-225-6119. Midwest: 1-MM764746 FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or South Central: 1-800.231-6060 labeling a product as having a one-hour,two-hour,or any other fire resistance or protection rating Southeast: 1-ti00-327-2344 and,therefore,as acceptable for use in certain fire rated assemblies/systems,does not mean that Northeast: 1-800-947-4497 either a particular assembly/system incorporating the product,or any given piece of the product CANADA Canada Toll Free:1-BOD-387-SM itself,will necessarily provide one-hour fire resistance,two-hour fire resistance,or any other Quebec Toll Free:1-680.361-o4B6 specified fire resistance or protection in an actual fire.In the event of an actual fire,you should TECHNICAL INFORMATION immediately take any and all actions necessary for your safety and the safety of others without USA and Canada:/-M-2254119,www gpgypsum com regard for any fire rating of any product or assembly/system. 010I5 Geor0afx fc Gypsum LLC.A,l rghu roemed 5115 GMM Lit Item I101516 ADHESIVE FOR INSULATION AND COVER BOARD PARA=STIK INSULATION fsiplasf� ADHESIVE Commercial Product Data Sheet Product Description COMMERCIAL PRODUCT INFORMATION Siplast Para-Stik is a single-component, moisture-cure, solvent-free, polyurethane rigid insulation adhesive. The Tank Unit: 30-lb(14-kg)gross weight with a 234b(I 0-kg) adhesive is dispensed from a portable, disposable pre- net chemical weight pressurized metal container using a flexible dispensing hose with a PVC dispensing wand. Para-Stik Hose/Wand Kits are Hose/Wand: Brass ball valve available separately. 4-foot(1 m)flexible hose 28-inch(712 mm)PVC dispensing wand Product Uses Para-Stik Hose/Wand Kits are sold separately. Para-Stik is used to adhere approved rigid insulation panels to substrates approved in advance by Siplast in roof Packaging: Tanks are packaged in a corrugated box with constructions requiring a single-source guarantee. Approved a single unit per box. insulation panels include Paratherm, DenspeckO, DensDeck Prime, and high-density fiberboard. Approved substrates HoselWand Kits are packaged in a corrugated Include previously-applied insulations as listed above, cured box with five hose/wand assemblies per box. poured-in-place concrete, pre-cast concrete, and approved Para-Stik Hose/Wand Kits are sold separately, nailed base sheets. The ideal temperature for Para-Stile at the point of application is 75°F(24°C). Yield will be reduced for Para-Stik used at temperatures below 75"F (24°C). Number of tank units per pallet: 40 tank units per pallet Ambient and substrate temperatures must be a minimum 33°F (0.5°C). Polyisocyanurate insulation panels applied in Shipping Requirements: Shipments in excess of 30 tank Para-Stik must have a maximum panel size of 4 ft x 4 ft(1.22 units require a HazMat certified m x 1.22 m). Contact Siplast for specific approvals on other carrier. substrates and insulation products. See the Siplast Para-Stik Usage and Estimating Guide for further information. Storage and Handling: Para-Stik has a shelf life of 15 months from the date of manufacture. Para-Stik should be Product Approvals stored at a temperature between 45OF (7°C) and 75°F Para-Stik may be used as a component in roof constructions (24°C). Storage at temperatures in excess of 75°F (24°C) requiring a rating for exterior fire resistance as outlined in the may reduce shelf life. latest edition of the UL Roofing Materials & Systems Directory. Para-Stik is FM Global Approved as a component Store materials out of direct exposure to the elements. All for use in Class 1 rated constructions when used according material stored on the roof overnight should be stored on to FMG requirements. Contact Siplast for further information pallets. When storing materials on the roof, do not overload on enhanced uplift approvals, specific listings, and other the deck or structural assembly. agency approvals. Safety Protective clothing, including gloves and protective eyewear, should be used when Para-Stik is being dispensed. A self- contained breathing apparatus is required when Para-Stik is applied in areas providing limited ventilation. Rev 5t2018 ADHESIVE TO BE APPLIED PER NOA WITH ENHANCED PERIMETER AND Current copies of all Siplast Commercial Product Data Sheets are CORNER ATTACHMENT posted on the Siplast Web site at www.Sipiast.com. 12" RIBBONS - FIELD AREAS 9" RIBBONS - PERIMETERS 6" RIBBONS - CORNERS Siplast 1000 Rochelle Blvd. 201 Bewicke Ave.,Suite 208 Customer Service in North America Irving,TX 75052-3940 North Vancouver,BC,Canada V7M 3M7 1.800.922.8800 www.siplast.com ASPHALT PRIMER PA= 1125 PRIMER fsiplasl 40 Commercial Product Data Sheet Product Description COMMERCIAL PRODUCT INFORMATION PA-1125 Primer is an asphalt solvent blend designed to prepare metal, concrete, and masonry surfaces prior to Unit: 5-Gallon Pail application of bituminous Siplast Roofing and Flashing 4.7 gallons(17.8 liters)net content Systems. Coverage: Coverage is dependent on the condition of the Product Uses surface receiving the primer. The coverage ranges from 100 PA-1125 Primer is applied to metal flanges, concrete, and square feet per gallon(0.4 liter per 11ml)on very rough,porous masonry surfaces; the primer should be allowed to dry surfaces to 400 square feet per gallon (1.6 1/m=) on smooth. thoroughly prior to application of Siplast Roofing and Flashing low-absorptive surfaces. Systems. PA-1125 Primer can be applied by roller brush or spray. Do no dilute or cut PA-1125 Primer with solvents. Flash Point, Pensky-Martens Closed Cup: 100°F(38°C) Diluting PA-1125 using petroleum solvents will affect its bonding and drying characteristics. Packaging: The pails are stacked three high on pallets and stretch wrapped. Product Approvals PA-1125 meets or exceeds ASTM D 41 requirements for Pallet:45 in X 48 in(114 cm X 122 cm)wooden pallet asphalt primer used in roofing and waterproofing. Number Pails Per Pallet: 42 Number Pallets Per Truckload: 22 Weight Per Pail: 37 lb(16.8 kg) VOC content: This product contains an average 393 g1l VOC. Shipping Classifications: White Label(combustible) Storage and Handling: All containers of PA-1125 Primer should be stored upright on a clean, flat surface. Care should be taken that containers are not dropped and container seals are not broken prior to use. All containers should be stored in a dry place, out of direct exposure to the elements, and should be kept away from excessive heat,fire or open flames. APPLIED TO CONCRETE SURFACES PRIOR TO ADHESIVE ATTACHMENT OF INSULATION PANELS Current copies of all Siplast Commercial Product Data Sheets are posted on the Siplast Web site at www.Siplast.com. Rev 512018 Siplast 1000 Rochelle Blvd, 201 Bewicke Ave.,Suite 208 Customer Service in North America Irving,TX 75062-3940 North Vancouver,BC,Canada V7M 3M7 1.800.922.8800 www.slplast.com FLASHING MEMBRANE ADHESIVE PAA 0 21 PLASTIC CEMENT f siplast Commercial Product Data Sheet Product Description COMMERCIAL PRODUCT INFORMATION PA-1021 Plastic Cement is a general purpose roof cement Unit: 5-Gallon Pail produced from refined asphalt and petroleum solvents with 4.7 gallons(17.8 liters)net content non-asbestos fibers added for reinforcement. PA-1021 is an all-weather grade plastic cement and is specifically formulated Coverage to be compatible with Siplast roofing membranes. Smooth low absorptive substrates: 1%-2 gal/sq (0.5-0.8 L/W) Product Uses Irregular substrates: 2-3 gal/sq (0.8-1.2 Um') PA-1021 Plastic Cement is specially designed for use with guaranteed Siplast Roofing Systems as a mastic for setting all Thickness @ 1%gaVsq: 20 mils (0.5 mm) metal flanges and drain lead flashings and for making Thickness @ 3 gaVsq: 48 mils (1.2 mm) temporary repairs to the roofing membrane. PA-1021 can also wet film gauge wet film gauge be used as a flashing adhesive on flat or low slope applications, where slumping is not a concern. It is highly Coverage Weight flexible, has a trowelling consistency, and may be applied with @ 1%gaVsq coverage: 16 lb/square (0.8 kg/m2) a trowel or putty knife to dry,clean surfaces. @ 3 gal/sq coverage: 39 lb/square (1.9 kg/m� wet film weight wet film weight PA-1021 Plastic Cement can be applied using a standard trowel. Applications over irregular or porous substrates may Flash Point,Cleveland Open Cup: >102`F min. (39`C) require an approximate total of 2 to 3 gallons per square. Coverage rate may vary depending on ambient temperature, Recommended minimum adhesive temperature for application: surface conditions,and applicator. 70-F(21-C). Temperature Considerations and Limitations In ambient temperatures below 40°F(4°C),materials should be Packaging: The pails are stacked three high on pallets and stored in a warm environment in order to obtain the minimum stretch wrapped. desired material temperature of 70°F (21°C) at the point of application. Membrane materials should be stored in a warm Pallet: 45 in X 48 in(114 cm X 122 cm)wooden pallet. place prior to application in order to facilitate proper installation Number Pails Per Pallet: 42 and avoid wrinkling and buckling. Additionally, rolls may be Number Pallets Per Truckload: 22 unrolled and relaxed and/or precut. Weight Per Pail: 51 lb (23 kg) ProductApprovais Shipping Classification: White Label(combustible) PA-1021 Plastic Cement.me_ets or exceeds the requirements of; (ASTM:D 4586_Type II for asbestos free, asphalt based roof Storage and Handling: All containers of PA-1021 Plastic i.cement. Cement should be stored upright on a clean,flat surface. Care should be taken that containers are not dropped and container PA-1021 Plastic Cement meets current regional VOC seals are not broken prior to use. All containers should be regulations. stored in a dry place, out of direct exposure to the elements, and should be kept away from excessive heat, fire or open VOC content: This product contains an average 177 gA VOC. I flames. Current copies of all Siplast Commercial Product Data Sheets are MEMBRANE ADHESIVE FOR posted on the Siplast Web site at www.Siplast.com. PEKE- RATION FLASHING$ Rev 5/2018 Siplast 1000 Rochelle Blvd. 201 Bewicke Ave.,Suite 208 Customer Service in North America Irving,TX 75062-3940 North Vancouver,BC,Canada V7M 3M7 1.800.922.8800 www.slplast.com INTERPLY ROOF MEMBRANE I PARADIENE 20 TG f Siplast® Commercial Product Data Sheet Product Description COMMERCIAL PRODUCT INFORMATION Paradiene 20 TG is a high performance torch grade modified Unit: Roll bitumen base ply designed for use in homogeneous multi-layer modified bitumen roof membrane systems. Paradiene 20 TG Coverage: 1.0 Square (9.3 m2) consists of a lightweight random fibrous glass mat impregnated and coated with high quality styrene-butadiene-styrene (SIBS) Coverage Weight modified bitumen. The top surface is covered With a silica Per Square: Min: 76 lb (3.7 kg/m') parting agent, and the back surface is coated with a high performance modified asphalt adhesive layer specifically Roll Length: Min: 33.5 ft (10.21 m) formulated for torch applications. The adhesive layer is manufactured using a special process that embosses the Roll Width: Avg: 3.28 ft (1.00 m) surface with a grooved pattern to provide optimum burnoff Of the plastic film and maximize application rates. Thickness: Avg: 114 mils (2.9 mm) Paradiene 20 TG is available with Siplast RoofTag RFID roof Min: 110mils (2.8 mm) asset technology on a Special-Made-To-Order basis. See Selvage Width: N/A Roofrag Commercial Product Data Sheet for more information. Selvage Surfacing: N/A Product Uses Paradiene 20 TG is the first ply of all Siplast Paradiene 20 Top Surfacing: Silica Parting Agent TG/30 TG Systems, and is lapped 3 inches (7.6 cm) side and Back Surfacing: Polyolefin Film end. Paradiene 20 TG is torch applied to approved substrates. Contact Siplast for specific approval on product uses. Lines: Two laying lines are placed 3 in(7.6 cm)and 4 in (10.2 Product Approvals cm) from each edge of the material. The line color for this Contact Siplast for specific information regarding FM Class 1 material is white. windstorm resistance classifications. Packaging: Rolls are wound onto a compressed paper tube. Paradiene 20 TG is classified by Underwriters Laboratories for The rails are placed upright on pallets cushioned with use in cULus Classified Siplast Paradiene 20 TGi30 TG and corrugated cardboard and are adhered with adhesive at the Paradiene 20 TG/30 FR TG Roof Systems. Siplast Paradiene labels, The top of the palleted rolls is covered with Kraft paper. 20 TG/30 FR TG Roof Systems have been classified by The palleted material is protected by a heat shrink Underwriters Laboratories as Class A roofing systems over polyethylene shroud. non-combustible, insulated non-combustible, and insulated combustible decks, and as Class B roofing systems over Pallet: 41 in X 48 in(104 cm X 122 cm)wooden pallet combustible decks, Siplast Paradiene 20 TG/30 TG Roof Number Rolls Per Pallet: 25 Systems have been classified as Class C roofing systems over Number Pallets Per Truckload: 18 combustible, non-combustible, and insulated combustible Minimum Roll Weight: 76 lb(34.5 kg) decks. Storage and Handling: All Siplast roll roofing products should Paradiene 20 TG meets or exceeds the requirements of ASTM be stored an end on a clean flat surface. Care should be taken D6163 Type 1, Grade S,and CSA All 23.23-15 Type A,Grade 1 that rolls are not dropped on ends or edges and are not stored for SBS-modified bituminous sheet materials using glass fiber in will leaning position. Deformation resulting from these actions reinforcements. will make proper installation difficult. All roofing should be stored in a dry place, out of direct exposure to the elements, Siplast Roof Systems have also received the approval of many and should not be double stacked. Material should be handled regional and local code authorities. Contact Siplast for more in such a manner as to ensure that it remains dry prior to and information. during installation. Current Copies Of all Siplast Commercial Product Data Sheets are posted on the Siplast Web site at www.SJp1asL corn. FIELD AND BASE-FLASHING INTERPLY Rev 6/2019 TORCH APPLIED TO COVER BOARD AND PARAPET WALLS Siplast 1000 Rochelle Blvd. 201 Bewicke Ave.,Suite 208 Customer Service In North America Irving,7X 75052-3940 North Vancouver,BC,Canada V7M 3M7 1.800.922.8800 www.siplast.com PARADIENE 20 TG Physical and Mechanical Properties UNITED STATES TEST STANDARDS CANADA TEST STANDARDS Property Test Property Test Method (as Manufactured) Values/Units Method (as manufactured) CSA A123.23-15 I Thickness(minimum) 110 mils (2.8 mm) ASTM D5147 Thickness(minimum) 2Values/Units.8mm(IlOmils) section 6 Thickness(average) 114 mils (2.9 mm) ASTM D5147 Thickness(average) 2.9 mm(114 mils) section 6 'Peak Load @ 73.40F 30 lbf/inch ASTM D5147 'Peak Load 230C 5.3 kN1m (230C)(avera9e) (5.3 kN1m) section 7- (73.4*9(average) (30 lbffinch) 'Peak Load @ 0°F 75 lbf/inch ASTM D5147 'Peak Load @-1 110C 75 Itiffinch (-180C)(average) (13.2 kN/m) section 7 (OOF)(average) (13.2 kN/m) 'Elongation @ ASTM D5147 'Elongation @ Peak Load,73.40F 3% section 7 Peak Load,230C 3% (230C)(average) (73.40F)(average) 'Elongation @ ASTM D5147 'Elongation @ Peak Load,OOF(-180C) 3% section 7 Peak Load,-180C 3% (average) (OOF)(average) 'Ultimate Elongation ASTM D5147 'Ultimate Elongation @ 73,40F(230C) 80% section 7 @ 230C(73.40F) 80% (average) (average) 'Tear Strength 40 Itif ASTM D5147 N/A N/A (average) (0.18 kN) section 8 Water Absorption ASTM D5147 N/A NIA (maximum) 1% section 10 Dimensional Stability ASTM D 5147 Dimensional Stability (maximum) 0.1% section 11 (maximum) 0.1% Low Temperature ASTM D5147 Low Temperature Flexibility(maximum) -1 5OF (-2WC) section 12 Flexibility(maximum) -260C(-15°F) Compound Stability ASTM D5147 Compound Stability (minimum) 250°F (121°C) section 16 (minimum) 1210C(250°F) Coating Thickness- 40 mils(1 mm) ASTM D5147 Coating Thickness- 1 mm(�40 mils) Back Surface section 17 Back Surface Cyclic Fatigue Paradiene 20 bonded to Paradiene 30 FIR with an approved method of attachment passes ASTM D5849 both as-manufactured and after heat conditioning according to ASTM D5147. I 1. The value reported is the lower of either MD or XD. The above properties have been validated by PRI and are under continuous follow-up to ensure compliance. The product has been validated to meet ASTM D6163-08,TYPE 1,GRADE S. Rev 6/2019 ROOF CAP SHEET PARADIENE 30 FIR TG * s1plast' Commercial Product Data Sheet Product Description COMMERCIAL PRODUCT INFORMATION Paradiene 30 FR TG is a high performance, torch grade Unit: Roll modified bitumen finish ply designed for use in homogeneous multi-layer modified bitumen roof membrane systems. Coverage: 0.75 Square (7.0 m2) Paradiene 30 FR TG consists of a lightweight random fibrous glass mat impregnated and coated with high quality styrene- Coverage Weight butadiene-styrene (SBS) modified bitumen, and surfaced with Per Square: Min: 112 lb (5.4 kg/mZ) ceramic granules. The back surface is coated with a high performance modified asphalt adhesive layer specifically Roll Length: Min: 25.25 ft (7.70 m) formulated for torch applications. The adhesive layer is manufactured using a special process that embosses the Roll Width: Avg: 3.28 ft (1.00 m) surface with a grooved pattern to provide optimum burnoff of the plastic film and maximize application rates. Thickness: Avg: 138 mils (3.5 mm) Paradiene 30 FR TG is available with Siplast RoofTag RFID Thickness at Selvage: Avg: 118 mils (3.0 mm) roof asset technology on a Special-Made-To-Order basis. See Min: 114 mils (2.9 mm) Roofrag Commercial Product Data Sheet for more information. Selvage Width: Avg: 2.75 in (70 mm) Product Uses Paradiene 30 FR TG is the finish ply of the Siplast Paradiene Selvage Surfacing: Burn-off Polyolefin Film 20 TG/30 TG System and is lapped 3 inches(7.6 cm)side and end. Siplast Paradiene 20 TG/30 TG Systems are torch Top Surfacing: No. 11 ceramic granules, standard color finish applied to approved substrates. Contact Siplast for specific is #A-720 Bone White. Contact Siplast for other available approval on product uses. colors. Product Approvals Back Surfacing: Polyolefin Film Contact Siplast for specific information regarding FM Class 1 windstorm resistance classifications. Lines: A laying line is placed 3 in (7.6 cm) from selvage edge of the material. The line color for this material is orange. Paradiene 30 FR TG is classified by Underwriters Laboratories for use in cULus Classified Siplast Paradiene 20 TG/30 FR TG Packaging: Rolls are wound onto a compressed paper tube. Roof Systems. Siplast Paradiene 20 TG/30 FR TG has been The rolls are placed upright on ends opposite the selvage on classified by Underwriters Laboratories as a Class A roofing pallets cushioned with corrugated cardboard and are adhered system over non-combustible, insulated non-combustible, and with adhesive at the labels. The top of the palleted rolls is insulated combustible decks and as a Class B roofing system covered with Kraft paper. The palleted material is protected by over combustible decks. a heat shrink polyethylene shroud. Paradiene 30 FR TG meets or exceeds the requirements of Pallet: 41 in X 48 in(104 cm X 122 cm)wooden pallet ASTM D6163 Type I, Grade G and CSA A123.23-15 Type A, Number Rolls Per Pallet: 25 Grade 1 for SBS-modified bituminous sheet materials using Number Pallets Per Truckload: 18 glass fiber reinforcements. Minimum Roll Weight: 84 lb(38.1 kg) Siplast Roof Systems also have received the approval of many Storage and Handling: All Siplast roll roofing products should regional and local authorities. Please contact Siplast for be stored on end on a clean flat surface. Care should be taken specific information as required. that rolls are not dropped on ends or edges and are not stored in a leaning position. Deformation resulting from these actions will make proper installation difficult. All roofing should be stored in a dry place, out of direct exposure to the elements, Current copies of all Siplast Commercial Product Data Sheets are and should not be double stacked. Material should be handled posted on the Siplast Web site at www.Siplast.com. in such a manner as to ensure that it remains dry prior to and during installation. WHITE GRANULAR SURFACE TORCH APPLIED Rev6/2019 Siplast 1000 Rochelle Blvd. 201 Bewicke Ave.,Suite 208 Customer Service in North America Irving,TX 75062-3940 North Vancouver,BC,Canada V7M 3M7 1.800.922.8800 www.siplast.com PARADIENE 30 FR TG Physical and Mechanical Properties UNITED STATES TEST STANDARDS CANADA TEST STANDARDS Property Test Property Test Method (as Manufactured) Values/Units Method (as manufactured) CSA All23.23-15 Values/Units Thickness(average) 138 mils(3.5 mm) ASTM D5147 Thickness(average) 138 mils(3.5 mm) section 6 'Thickness at selvage ASTM D5147 'Thickness at selvage (minimum) 114 mils (2.9 mm) section 6 (minimum) 2.9 mm(114 mils) averse 118 mils 3.0 mm averse 3.0 mm 118 mils 'Peak Load @ 73.4 F 30 Ibf/inch ASTM D5147 'Peak Load @ 230C 5.3 kN/m 23°C averse 5.3 kN/m section 7 73.40E averse 30 Ibf/inch 'Peak Load @ 0 F 75 lbffinch ASTM D5147 'Peak Load @-180C 13.2 kN/m -18°C averse 13.2 kN/m section 7 00F averse 75 Ibf/inch 'Elongation @ ASTM D5147 'Elongation @ Peak Load,73.40F 3% section 7 Peak Load,23°C(73.40F) 3% 23°C averse (average) 'Elongation 0 ASTM D5147 'Elongation @ Peak Load,0 F(-18°C) 3% section 7 Peak Load,-18°C(OOF) 3% averse (average) 'Ultimate Elongation ASTM D5147 'Ultimate Elongation @ 73.40F(23°C) 80% section 7 @ 23°C(73.4 F) 80% averse avers e 'Tear Strength 40 Ibf ASTM D5147 N/A N/A averse 0.18 kN section 8 Water Absorption ASTM D5147 N/A N/A maximum 1% section 10 Dimensional Stability ASTM D5147 Dimensional Stability maximum 0.1% section 11 maximum 0.1% Low Temperature ASTM D5147 Low Temperature Flexibility maximum -15°F -260C section 12 Flexibility maximum -26°C -15°F Granule Embedment ASTM D5147 Granule Embedment Max.avg.loss 1.5 grams per sample section 15 Max.avg.loss 1.5 grams per Max.individual loss 2.0 grams per sample Max.individual loss sample 2.0 grams per sample Compound Stability ASTM D5147 Compound Stability minimum 250°F 121°C section 16 minimum 121°C 250°F Coating Thickness- >_40 mils(1 mm) ASTM D5147 Coating Thickness- 1 mm(z 40 mils) Back Surface I section 17 Back Surface Cyclic Fatigue Paradiene 20 bonded to Paradiene 30 FR with an approved method of attachment, passes ASTM D5849 both as-manufactured and after heat conditioning according to ASTM D5147. 1. Measured on the selvage edge excluding the granule surfacing. 2, The value reported is the lower of either MD or XD. I The above properties have been validated by PRI and are under continuous follow-up to ensure compliance. The product has been validated to meet ASTM D6163-08,TYPE I, GRADE G. Rev 612019 BASE-FLASHING CAP SHEET VERAL ALUMINUM fdplast' Commercial Product Data Sheet Product Description COMMERCIAL PRODUCT INFORMATION Veral Aluminum is a high performance, foil clad, modified Unit: Roll bitumen finish ply designed for use in multi-layer modified bitumen roof systems. Veral Aluminum consists of a Coverage: 1.0 Square (9.3 m2) fiberglass scrim/fiberglass mat composite impregnated and coated with high quality styrene-butadiene-styrene (SBS) Coverage Weight modified bitumen and surfaced with a protective aluminum foil Per Square: Min: 96 lb (4.6 kg/m2) facing. Product Uses Roll Length: Min: 33.5 ft (10.21 m) Veral Aluminum is the finish ply of the Siplast Veral Roof Roll Width: Avg: 3.28 ft (1.00 m) System, and is lapped 3 inches (7.6 cm)side and end. The Siplast Vera[System is preferably applied by torching but can Thickness: Avg: 150 mils (3.8 mm) be applied in approved Type IV asphalt subject to Siplast Min: 146 mils (3.7 mm) specifications and requirements. Siplast Veral Roof Systems are used over most roof decks with drainage. Selvage Surfacing: Release Tape Veral Aluminum is the standard flashing sheet in all Top Surfacing: Continuous Aluminum Foil guaranteed Siplast Roof Systems, Vera] Aluminum flashing sheets are cut to size off the end of the roll and applied vertically, always working to a selvage edge. Contact Siplast Back Surfacing: Silica Parting Agent for specific approval on other product uses. Product Approvals Packaging: Rolls are wound onto a compressed paper tube. Veral Aluminum Is approved by FM Approvals (FM Standard The rolls are placed upright on the selvage edge on pallets 4470) for use in Veral Class 1 insulated steel deck cushioned with corrugated cardboard and are adhered with constructions and insulated and non-insulated concrete roof adhesive at the labels. The top of the palleted rolls is covered deck constructions,subject to FM conditions and limitations. with Kraft paper. The palleted material is protected by a heat shrink polyethylene shroud. Vera]Aluminum is classified by Underwriters Laboratories for use in cULus Classified Siplast Veral Roof Systems. Siplast Pallet: 41 Number Rolls X 48 in(104 cm X 122 cm)wooden pallet Veral Roof Systems have been classified by Underwriters s Per Pallet: 23 Laboratories as Class A roofing systems over non- Number Pallets Per Truckload: 18 combustible, insulated non-combustible, combustible, and Minimum Roll Weight: 96 lb(43.5 kg) insulated combustible decks. Storage and Handling: All Siplast roll roofing products should Vera[meets or exceeds the requirements of ASTM D 6298 for be stored on end on a clean flat surface. Care should be SBS-modified bituminous sheet materials using foil facing. taken that rolls are not dropped on ends or edges and are not stored in a leaning position. Deformation resulting from these Veral Aluminum is certified by the U.S. EPA as an ENERGY actions will make proper installation difficult. All roofing should STAR'Roof Product. be stared in a dry place, out of direct exposure to the elements, and should not be double stacked. Material should Siplast Roof Systems also have received the approval of many be handled in such a manner as to ensure that it remains dry regional and local authorities. Please contact Siplast for prior to and during installation, specific information as required. Rev 2/2018 ALUMINUM SURFACED CAP SHEET TORCH APPLIED Current copies of all Siplast Commercial Product Data Sheets are posted on the Siplast Web site at www.Siplast.com. Siplast 1000 Rochelle Blvd. 201 Bewicke Ave.,Suite 208 Customer Service in North America Irving,TX 75062-3940 North Vancouver,BC,Canada V7M 3M7 1,800,922.8800 www.siplast.com VERAL ALUMINUM Physical and Mechanical Properties UNITED STATES TEST STANDARDS CANADA TEST STANDARDS Property Test Property Test Method (as Manufactured) Values/Units Method (as manufactured) CSA Al 23.23-15 Values/Units Thickness(minimum) 146 mils (3.7 mm) ASTM D 5147 Thickness(minimum) 3.7 mm(146 mils) section 6 Thickness(average) 150 mils (3.8 mm) ASTM D 5147 Thickness(average) 3.8 mm(150 mils section 6 'Peak Load @ 73 F 85 Ibf/inch ASTM D 5147 'Peak Load 23 C 15.0 kN/m 230C averse 15.0 kN/m section 7 73'F averse 85 Ibf/inch 'Peak Load @ 0 F 180 Ibf/inch ASTM D 5147 'Peak Load @-17 C 31.7 kN/m -170C averse 31.7 kN/m section 7 009 averse 180 Ibf/inch 'Elongation @ ASTM D 5147 'Elongation @ Peak Load,73OF 5% section 7 Peak Load,230C 5% 230C averse 730E avers e 'Elongation @6 ASTM D 5147 'Elongation @ Peak Load,0 F(-170C) 4% section 7 Peak Load,-170C 4% averse 0017 (average) 'Ultimate Elongation @ ASTM D 5147 'Ultimate Elongation @ 730E 230C averse 45% section 7 230C 730E averse 45% 'Tear Strength 120 Ibf ASTM D 5147 N/A N/A averse 0.54 kN section 8 Water Absorption ASTM D 5147 maximum 1% section 10 N/A N/A Dimensional Stability ASTM D 5147 Dimensional Stability maximum 0.2% section 11 maximum 0.2% Low Temperature ASTM D 5147 Low Temperature Flexibility 00F (A 80C) section 12 Flexibility -180C(OOF) maximum Compound Stability ASTM D 5147 Compound Stability minimum 2250F 1070C section 16 minimum 1070C 2250E Coating Thickness- z 40 mils(1 mm) ASTM D 5147 Coating Thickness- 1 mm(>_40 mils) Back Surface section 17 Back Surface =Thermal Shock 0.2% ASTM D 6298 2Thermal Shock 0.2% Resistance maximum Resistance maximum Mass Per Unit Area 4.6 kg/m' minimum 96 lb/s 1. The value reported Is the lower of either MD or XD. 2. This test is specifically designed for metal foil-clad materials. These materials include three different components: metal foil, glass scrim, and SBS-modified bitumen. Each of these materials has a different coefficient of expansion,and it is imperative that these individual components function harmoniously to avoid severe dimensional problems that can result in foil delamination, "creep", wrinkling, or even disbonding of the sheet from the substrate. Rev 2/2018 INSULATED CURS with TORCH-APPLIED FLASHING PARADIENE 20/30 FR - RIGID INSULATION INSULATED METAL CURB --- - VERAL, PAP.AFOR 50 TG, PARAFOR 30 TG, - - OR PARADIENE 40 FR TG COUNTER FLASHING (torch to prepared Surfaces and fasten 9"D.C.) [[� e L PARADIENE 30 FR (fully adhere,prepare granule surfaces) NON-COMBUSTIBLE CANT- ! — PARADIENE 20 I (fully adhere to underlying Paradiene 20 surfaces) i -F PARADIENE 20(dry on cant,fully adhere to roof surfaces) 00 PARADIENE 20 SA (fully adhere to vertical and horizontal surfaces as shown) RIGID INSULATION APPROVED COVERBOARD NOTES: 1. PREPARE GRANULE SURFACES UNDER FLASHING BY TORCH PREPARATION. 2. WHERE PRIMER IS INDICATED TO MAINTAIN PROPER ADHESION,TA-119 PRIMER IS REQUIRED FOR ALL PARADIENE 20 SA FLASHING REINrORCING AI4D STRIPPING PLY APPLICATIONS, USE PA-1125 OR'PA-917 LS PRIME_R FOR ALL OTHER PARADIENE 20 SERIES PRODUCTS THAT ARE NOT SELF-ADHESIVE SHEETS CONTACT SIPLAST FOR SPECIFIC REQUIREMENTS. 3. THE CARPENTRY AND METAL WORK SHOWN DEPICTS SHOP FABRICA'1ION AND JOBSITE ASSEMBLY THESE COMPONENTS SHOULD BE DESIGNEDIFAGRICATEDANSTALLED ACCORDING TO GENERALLY ACCEPTED INDUSTRY PRACTICES,STANDARDS,AND APPROVALS. 4. DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION SHOULD BE PHYSICALLY SEPARATED. S. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN CURRENT SIPLAST SPECIFICATIO14S SHALL APPLY IN ADDITION TO THE ABOVE DRAWING. CAUTION: SIPLAST RECOMMENDS THAT ALL PRACTICES PERTAINING TO 14RCACERTA GUIDELINES BE rOLLOWED WHEN TORCHING METHODS ARE EMPLOYED.THIS INCLUDES PERFORMING AFIRE WATCH FOLLOWING ANY TORCH APPLICATIONS.ALWAYS HAVE APPROVED FIRE-EXTINGUISHING EQUIPMENT NEARBY, N.T.S r'FdpW1000 Rochelle Boulevard-Irving,Texas-75062 (800)922-8800 www.siplast.com Ref: Insulated Curb-2030-Rigid Rev: 12.8.16 SCUPPER WITH CONDUCTOR HEAD AND TORCH-APPLIED FLASHING PARADIENE 20/30 FR - RIGID INSULATION SEALANT COUNTER FLASHING,(compression fit) °m VERAL, PARAFOR 50 TG, PARAFOR 30 TG, !—OR PARADIENE 40 FR TG (lord I to prepared surfaces and fasten 9"D.C.) SEALANT G - PARADIENE 20 SA(fully adhere to primed surfaces) a° °CONDUCTOR MEAD a --PARADIENE 20(fully adhere) a — METAL FLANGES(prime flanges, set in mastic&fasten) PS-715 NS ELASTOMERIC "�d a e° PARADIENE 20(fully adhere) SEALANT a VERAL, PARAFOR 50 TG, PARAFOR 30 TG, d d ° OR PARADIENE 40 FR TG �-I--------------- (torch aPPIY) I PARADIENE 30 FR(fully adhere) I (sct lap at flashing sheet in mastic min.5") I 4, 1„ PARADIENE 20(fully adhere) I I _ F\--------------� V d APPROVED COVERBOARD RIGID INSULATION -----------Jdd ° NOTES: 1. WI-IERE PRIMER IS INDICATED TO LIAI14TAIN PROPER ADHESION,TA-119 PRIMER IS REQUIRED FOR ALL PARADIENE 20 SA FLASI IING REINFORCING AND STRIPPING PLY APPLICATIONS USE PA-1125 OR PA-917 LS PRIMER FOR ALL OTHER PARADIENE 20 SERIES PRODUCTS THAT ARE NOT SELF-ADHESIVE SHEETS CONTACT SIPLAST FOR SPECIFIC REQUIREMENTS. 2. THE CARPENTRY SHOWIJ DEPICTS SHOP FABRICATION AND JOB-SITE ASSEMBLY.THESE COMPONENTS SHOULD BE DESIGNEE)rADRICATEDIINSTALLED ACCORDING TO GENERALLY ACCEPTED INDUSTRY PRACTICES,STANDARDS,AND APPROVALS. 3. TAPER 114SULATION AREAS AROU14D THE SCUPPER OPENING TO ENSURE POSITIVE DRAINAGE A. DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION SHOULD BE PHYSICALLY SEPARATED. 5 REQUIREMENTS AND RECOMMENDATIONS DGTAILED 114 CURRENT SIPLAST SPECIFICATIONS SHALL APPLY IN ADDITION TO THE ABOVE DRAWING. G. PA-1021 PLASTIC CEMENT,PA-828 FLASHING CEMENT,SIFT CEMENT,OR PS-715 NS ELASTOMERIC SEALANT IS REQUIRED WHERE MASTIC IS INDICATED. CAUT1014 SIPLAST RECOMMENDS THAT ALL PRACTICES PERTA114ING TO NRCA CERTA GUIDELINES BE FOLLOWED W IEN TORCHING METHODS ARE EMPLOYED THIS INCLUDES PERFORMING AFIRE WATCH FOLLOWING ANY TORCH APPLICATIONS,ALWAYS HAVE APPROVED FIRE-EXTINGUISHING EQUIPMENT NEARBY. N.T.S fdt 1000 Rochelle Boulevard-Irving,Texas-75062 (800)922-8800 www.siplast.com Ref:Scupper-2030-Rigid Rev: 12.7.16 OVERFLOW SCUPPER with TORCH-APPLIED FLASHING PARADIENE 20/30 FR - RIGID INSULATION SEALANT COUNTER FLASHING(compression fit) VERAL,PARAFOR 50 TG,PARAFOR 30 TG, /l—OR PARADIENE 40 FR TG (torch to prepared surfaces and fasten 9"o.c.) d /j - PARADIENE 20 SA(fully adhere to primed surfaces) 4 ` ---PARADIENE 20(fully adhere) METAL FLANGES(prime flanges,set in Mastic&fasten) SEALANT a� a °e a PARADIENE 20(fully adhere) VERAL,PARAFOR 50 TG,PARAFOR 30 TG, e e OR PARADIENE 40 FR TG (torch apply) PS-715 NS ELASTOMERIC SEALANT PARADIENE 30 FR(fully adhere) (set lap at flashing sheet in mastic min.5') PARADIENE 20(fully adhere) 4 4 e �4„ ill a d d e e — e - - e d 4 a 4d e v 0 d e d " RIGID INSULATION APPROVED COVERBOARD c d e 4. NOTES: 1 1S11E RE PRIMER IS INDICATED TO MAINTAIN PROPER ADI IESIUI I,TA-119 PRIMER IS REQUIRED FOR ALL PARADIENE 20 SA FLASHING REINFORCING AND STRIPPING PLY.APPLICATIONS. USE PA-1125 OR PA-917 LS PRIMER FOR ALL OTI IER PARADIENE 20 SERIES PRODUCTS THAT ARE NOT SELF-ADHESIVE SHEETS.CONTACT SIPLAST FOR SPECIFIC REQUIREMENTS: TI IE METAL WORK AND CARPENTRY SHOWN DEPICTS SHOP FABRICATION AND JOB-SITE ASSEMBLY. THESE COMPONENTS SHOULD BE DESIGNEWFABRICATEDIINSTALLED ACCORDING TO GENERALLY'A_CCEPTED INDUSTRY PRACTICES,STANDARDS,AND APPROVALS. 3. DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION SHOULD BE PHYSICALLY SEPARATED, 4 PREPARC GRANULE SURFACES UNDER FLASHING BY TORCH PREPARATION. 5. REQUIREMENTS AI4D RECOMMENDATIONS DETAILED 114 CURRE14T SIPLAST SPECIFICATIONS SHALL APPLY IN ADDITION TO THE ABOVE DRAWING. 6. PA-1021 PLASTIC CEMENT,PA-02B FLASHING CEMENT,SFT CEMENT,OR PS-715 NS ELASTOMERIC SEALANT IS REQUIRED WHERE MASTIC IS INDICATED. CAUTION SIPLAST RECOMMENDS THAT ALL PRACTICES PERTA114114G TO NRCA CERTA GUIDEL114ES BE FOLLOWED WHEN TORCHING METHODS ARE EMPLOYED.THIS INCLUDES PERFORMING A FIRE WATCH FOLLOWING A14Y TORCH APPLICATIONS.ALWAYS HAVE APPROVED FIRE-EXTINGUISHING EQUIPMENT NEARBY. N.T.S � t 1000 Rochelle Boulevard-Irving,Texas-75062 (800)922-8800 www.siplast.com Ref:Overflow Scupper-2030-Rigid Rev: 12.7.16 WASTE STACK rARADIENE 20/30 FR - RIGID INSULATION - LEAD FLASHING(4 lb.,roll into pipe 1") —� --- PS-209 FI_ASTOMERIC SEALANT + y PARADIENE 30 FR (fully adhere) PARADIENE 20 (fully adhere) LEAD FLANGE (prime and set in mastic)E _ PARADIENE 20 (fully adhere) —4" 4" i' RIGID INSULATION --- APPROVED COVERBOARD NOTES: I V0IERE PRIMER IS 114DICATED TO MAINTAIN PROPER ADHESION,USE PA-1125 OR PA-917 LS PRIMER. CONTACT SIPLAST FOR SPECIFIC REQUIREMENTS. PA-1021 PLASTIC CEMENT,PA 020 FLASHING CEIAENT,SFT CEMENT,OR PS-715 NS ELASTOMERIC SEALANT IS REQUIRED WHERE MASTIC IS INDICATED. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN CURRENT SIPLAST SPECIFICATIONS SHALL APPLY IN ADDITION TO THE ABOVE DRAWING CAUTIO11 SIPLAST RECOMIKNDS THAT ALL PRACTICES PERTAINING TO NRCA CERTA GUIOCLI14CS BE FOLLOWL-D VOIEN TORCI1114G METHODS ARE EMPLOYED.THIS INCLUDES PERFORMING AFIRE WATCH FOLLOWWG ANY TORCH APPLICATIONS ALWAYS HAVE APPROVED FIRE-EXTINGUISHING EQUIPMENT NEARBY. N.T.S �� 1000 Rochelle Boulevard-Irving,Texas-75062 (800)922-8800 www.siplast.com Ref:Waste Stack-2030-Rigid Rev: 11.17.16 6 'P�Ry F "ET nft 1 CC'OPING AND TORCH-APPLIED FLASHING PAR„DIENIE 20/30 FR - RIGID INSULATION ::1r1__ --- -- -- — —METAL COPING ASSEMBLY per manufacturer's/SMACNA guidelines} _-� — - — —WALL(prime masonry surfaces) VEftAL, P/',RAFQR 50 TG, PAP,AFOR 30 TG, OR PARADIENE 40 FR TG (torch to prepared surfaces and fasten 9"o.c.) • d --- — PARADIENE 30 FR(fully adhere,prepare granule surfaces) X a ° PARADIENE 20 SA Ia (fully adhere to primed substrate and underlying Paradiene 20) E N d d PARADIENE 20 a G a (dry on cant,fully adhere to roof surfaces) -- NON-COMBUSTIBLE CANT C-, a 1— ° PARADIENE 20 or 20 SA d (fully adhere to vertical and horizontal surfaces as shown) .Q ° °a ° 3" —►� 1" �— APPROVED COVERBOARD d — RIGID INSULATION A NOTES: 1. PREPARE GRANULE SURFACES UNDER FLASHING BY TORCH PREPARATION. 2 W,ILPE PRUm R IS INDICATE D TO MAINTAIN PROPER ADI ir.SION,TA 119 PRIMER IS REQUIRED rOR ALL PARADIENE 20 SA FLASI IING REiNrORCING AIJD STRIPPING PLY APPLICATIONS. USE PA-1125 OR PA-917 LS PRIMER FOR ALL OTI IFR PARADIENE 20 SL-RILS PRODUCTS 71ixr ARE NOT SELF-ADHESIVE SHEETS. CONTACT SIPLAST FOR SPECIFIC REQUIREMENTS. 7I IC le ETAL Vdu.:'(i.ND CARPEL I RY sNOV.TI DEPICT sHor FABRICATION AND JOB SITE ASSEMBLY T1IESS COMPONENTS SHOULD BE DESIGNED/FADRICATEDIINSTALLED ACCORDING TO GENERALLY ACCEPTED INDUSTRY E V PRACTICES,STANDARDS,AND APPROVALS. t 4 A NAILr.R AND TP•EAT ED VV00D CANT MAY DE REQUIRED ron COMPLIANCE%MTH SPECIFIC BUILDING CODE OR APPROVALS. 5. DISSIMILAR IIC rAL TYPES SUBJECT TO ELECTROLYTIC REACTION SHOULD BE PHYSICALLY SEPARATED. G REQUIREMENTS AND RECOMMENDATIONS DETAILED IN CURRENT SIPLAST SPECIFICATIO14S SHALL APPLY IN ADDITION TO THE ABOVE DRAWING. CAUTION SIPL'.ST DrCOIdMrNDS TI IAT ALL PRACTICES PERTAINING TO NRCA CERTA GUIDELINES BE rOLLOWED V�9IEN TORCHING METHODS ARE EMPLOYED.THIS INCLUDES PERFORMING AFIRE WATCH FOLLOWING ANY TORCH APPLICATIONS.ALWAYS HAVE APPROVED FIRE-EXTINGUISHING EQUIPMENT NEARBY. N.T•S 1000 Rochelle Boulevard-Irving,Texas-75062 (800)922-8800 www.siplast.com Ref:Parapet Coping-2030-Rigid Rev: 12.7.16 1-IIGH PARAPET with TORCH APPLIED FLASHING PARADIENE 20/30 FR - RIGID INSULATION Imo- - — ----METAL COPING ASSEMBLY (insielled per manufacturer's/SMACNA guidelines) a _ / -- - -- WALL(prime masonry surfaces) VL"RAL, PARAFOP 50 TG, PARAFOR 30 TG,OR PARADIENE 40 FIR TG (torch to prepared surfaces and fasten 9"o.c.) N - — -- ---PARADIENE 30 FIR(fully adhere,prepare granule surfaces) z — �- a , PARADIENE 20 SA � (full),adhere to primed substrate and underlying Paradiene 20) Lu ° 4 PARADIENE 20 4 a (dry on cant,fully adhere to roof surfaces) LIJ z a 4.1 NON-COMBUSTIBLE CANT r A a n a G PARADIENE 20 or 20 SA 4 (rully adhere to vertical and horizontal surfaces as shown) .Q 9 4 ` — a v ;. d 3"— 1" �- APPROVED COVERBOARD 4 RIGID INSULATION NOTES: 1. PREPARE GRANULE SURFACES UNDER FLASHING BY TORCH PREPARATION. 2. WHERE PRIMER IS 114DICATED TO 14AII ITAIN PROPER AD;ESION,Tip 1191'11I4f.r:R IS REQUIRED FOR ALL PARADIENE 20 SA FLASHING RoRrORCING A14D STRIPPING PLY APPLICATIONS USE PA-1125 OR PA-917 LS PRIMER FOR ALL OTHER PARADIENE 20 SLPIES PRODUCTS THAT ARE 140T SELF-ADHESIVE SHEETS.CONTACT SIPLAST FOR SPECIFIC REQUIREMENTS. 3. THE METAL WORK AND CARPENTRY SHOVA4 DCI'ICT SHOP rAERICATIOI!AND JOB SITE ASSEIABLY THESE COMPONENTS SHOULD BE DES!GNBDIFABRICATEDIINSTALLED ACCORDING TO GENERALLY ACCEPTED INDUSTRY PRACTICES,STANDARDS,AND APPROVALS. 4. A(JAILER AND TREATED WOOD CANT M.AY BE REQUIRED FOR COMPLIANCE WITH SPECIFIC BUILDING CODE OR APPROVALS. 5. DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION SHOULD BE PHYSICALLY SEPARATED. 6. REQUIREMENTS A14D RECOMMENDATIONS DETAILED III CURRENT SIPLAST SPECIFICATIONS SI(ALL APPLY IN ADDITION TO THE ABOVE DRAWING. CAUTION' SIPLAST RECOMMENDS TI IAT ALL PRACTICES PERTAINING TO NRCA CERTA GUIDELI14ES BE FOLLOV%T:D V01EN TORCHING METHODS ARE EMPLOYED.THIS INCLUDES PERFORMING AFIRE WATCH FOLLOWING ANY TORCH APPLICATIONS.ALWAYS HAVE APPROVED FIRE.EXTINGUISHING EQUIPMENT NEARBY. N.T.S Rev: 12.7.16 f d 1000 Rochelle Boulevard-Irvin---g s-75062 (800)922-8800 www.siplast.com Ref:High Parapet-2030-Rigid PROJECT: 19-1287-V1 X+21. NWNA Bottling GULFEAGLE SUPPLY Y x X o I Q'I I 1 ry. I � h >i e I f eo x I � ` X �x�� �x i �a. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: &-. Date'Received: I I It Site: Permit Type: Approved Who comments:El Approved w/the below comments: Denied w/the below comments: F1 This comment sheet shall be kept with the permit and/or r, - ---dea(3forand/or Homeowner ifturgess' ng Official Date on (Required when comments are present) CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22 3 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22093 Address: 4330 20TH ST Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: NEW CONST/COMM Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 13-26-21-0070-07400-0000 Improv. Cost: 911,065.00 OWNER INFORMATION Date Issued: 12/04/2019 Name: NESTLE WATERS NORTH AMERICA Total Fees: 7,117.50 Address: PO BOX 120029 Amount Paid: 7,117.50 STAMFORD, CT. 06912-0029 Date Paid: 11/27/2019 Phone: (813)469-7004 Work Desc: CONSTRUCT NEW STORM SHELTER 1,431 SQ FT CONTRACTOR(S) APPLICATION FEES ALSTON CONSTRUCTION BUILDING FEE 6,555.00 EXODUS ELECTRIC CORP ELECTRICAL FEE 405.00 KB MECHANICAL INC MECHANICAL FEE 157.50 Ins ections Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CO CTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813a80-0021 Building Department ^� (� f Date Received I phone Contact for Permittingg J tZ CFO • -1 I I t l l l l 1 1 1 5 1 'b Owner's Name •QSfile. TCVS S17J_ / Owner Phone Number Owner's Address 2GT-'_ST Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address ,, JOB ADDRESS 6 ?��'7I— /�LOST/# SUBDIVISION PARCELID# i�-2�_?-1_I�IO�O_V rLCW—OC(2�- (OBTAINED FROM PROPERTY TAX NOTICE WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH fn INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION � BLOCK I/Q FRAME Q STEEL LEI I r DESCRIPTION OF WORK New CM V 5fav Si%-)k v tPAoC h e-.%c•1•k-C QOoftQ $'k c — �o tom, BUILDING SIZE L lg5i SQ FOOTAGE 11431 14r1rk1ij (PJ`— 9 BUILDING $ t �'6S Q b? VALUATION OF TOTAL CONSTRUCTION I =ELECTRICAL $ If- R& AMP SERVICE PROGRESS ENERGY = W.R.E.C. =PLUMBING $ (/ =MECHANICAL $ (.LI Ste, VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREA I Y/N Address [ItOl T3,,} 4l,lck 1?A Sk Veda D`_4u,5 IL License# —f!15ZriS2Z fV eS �,31<ZO ELECTRICIAN �u COMPANY GXG17U5 �i.�Ci7Li� G�� SIGNATURE (� � I REGISTERED I Y/ N FEE CURREI. Y/N Address $�(� '51AQVII(gvl 9111d•AS-6I1 FL a3S//��t) License# � (300 13(, PLUMBER COMPANY I\JJ SIGNATURE REGISTERED I Y/ N FEE CURREt I Y/N Address License# MECHANICAL COMPANY Cc.kq •o SIGNATURE tM 4 S a. •G►+ REGISTERED I Y/ N FEE CURREN Address License#E G04EJimGZZ OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREA Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsharge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Slormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A1C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any t applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) �� //I� 11 __ uZ`- OWNER OR AGENT CONTRACTOR (GMf�sW W w ao O I Subscribed and sw o m . Sub ribed and swam to( a rmed)before this :t`D a w by by i a .personally own to me or hasRiave produced Who is/are personally known to or haslhave produced.'t as identification.^ as identification. I (il I M Notary Public Notary Public 5° ommission No. �P �"� © Co i n No. FI" % �� <.� 12 Name of Notary typed,printed or stamped Name of Notary d,printed or stamped �', iU IUL APPENDIX.CA FORMS A. . : A r . FLORIDA BUILDING CODE,ENERGYCONSERVAT/ON- 'CHAPTER C4-COMMERCIAL ENERGY EFFICIENCY 1. , Form C402=2017"ALTERATIONS'RENOVATI DNS.and BUILDING SYSTEMS. 1, CI(mate Zone: RA. 1. Project Name: :BUILDING ADDITION.=.NWNA BOTTLING'PLANT. occupancytyper A=3 ASSEMBLY.' Address: Alteration❑. Rehovatiori❑ -Building System❑: 1 ... . 4330.201'H Sl",": . . . City,zip Code: :ZEPHYRkiILLS, FL 33542 Building Permit Ivo.: 7,007 1 .. Builder Permit ffice" ��` dn 5 �7Y15 9 ' r. NE : Owner NESTLE-WATERS NORTH AMERICA. . . . . BUILDING ENVELOPE INFORMATION(Where changetl). . :. • . Envelope Component -Description. Requirement : Efficiency 1. Location Unit Required Inetalletl 1. . Roof type. _ U-0.039 " INSULATION ENTIRELY ABOVE Table C402.1.4'or <U factoror. 1' ROOF DECK Table C402.1.3 >R=value. 1 Roof reilectance/Emittance: >_ .Solar reflectance,. . 0.,55 ' 3YR AGED.SOLAR REFLECTANCE T (low slope roofs).. _' .. ab >_Thermal emittance 095" Ie C402,3 t ' Wall' e,above rode 4'P 9 MASS.... „ . U-0:15] .. 1 Will,below grade' NR. Table C402.1.4 or Table C402:1:9 U-factor or >R-value' N/A 1. Floor type NR MAN P.00RS. S U-factor. 0.83 Vertical fenestrations SHGc.. N/A 1 Skyfights .. None provided, N/A . Tattle C402 4 <U-factor N/A <SHGC BUILDING SYSTEMS INFORMATION[for HVAC;service hot water or pool"heating,lighting systems and replacement fenestration(C501.;7)]: 1: - Requirement System Type(describe.system) LocaUon. ' Unit. RequEffidCielnstalled 1 U . Air,-conditioning system Split System Tables'C403:2.3(1-3,6-8,94,1) . SEER.otEER,IEER 14SEER Heating system . Splft System.. Tables C403.2.3(2-6) HSPF or COP AFUE;E,or E� 3.3 COP• ' 1:.. Ventilation/alrhandling system '• .Split System' Tables C403.2:12.1(1-2) Fin" , " 1:5 HP, Ducts Location: ABOVE CEILING.- Table-C403.2:9.1 R-value s 1 Piping Fluid'design operating temp: - Table-C403.2..0 . Inches :, N/A 1. Hot water NiA Table C404.2 - EF,E,;COP : N/A 1 Lighting Space,types: append list) Table_C405.4.2 i.or2 Ci htin powerdensi ( ( ) 9. 9. ty 0.82 1: Fenestrations:Enter information In BUILDING ENVELOPE INFORMATION box above., other. . . 1 1.. :-1 ,COMPLIANCE IS BYANSI/ASHRAEJIESNA'90.1 00 (Submit alternate'form orappend:docurhents as'needed) " I hereby car*that the plans and specifications covered by the calculation are incompliance with the Review of plans and specifications covered by this 1; Florida Building Code Enbrgy Conservation. calculation indicates cgmplianc with the Florida Building PREPARED BY: DVIan. Otley. =. Code,Energy.Conservation. f r\e const ction Is .- I . DATE:11/06/2019 - completed,this building ill b ins e f co Afiance I hereby certify that this building;is in compliance with the Flodda.Building.Code,Enen7Y Conservation: in accordan a with act 5 (✓ I OWNER/AGENT: BUILDING FF�! DATES DATE:. r ' FL6RIDA BUILDING CODE-ENERGY CONSERVATION,6th EDITION(2017)- _. C-101 REVISIONS NO. DATE NOTE: ID BUFFER TREES ARE INCLUDED IN THE REQUIRED NUMBER OF TREES TO BE PROVIDED FOR TREE REPLACEMENT NATIVE DROUGHT . %OF TREE TOTAL, NOTES (46 TREES) OWNER: NESTLE WATERS NORTH AMERICA Y GIVEN IS ESTIMATED. VERIFY QUANTITY PRIOR TO BID; CLEAN GROUND 3 AND HAND FINE GRADE&WET SURFACE JUST PRIOR TO LAYING OF SOD; EFER TO SPECIFICATIONS ON SHEET Ll 03. PROJECT: S ESTIMATED. VERIFY QUANTITY PRIOR TO BID; CLEAN GROUND AREA& lkND FINE GRADE&WET SURFACE JUST PRIOR TO LAYING OF SOD; EFER TO SPECIFICATIONS ON SHEET L103. STORM- SHELTER NED WASHED DECORATIVE RIVER GRAVEL; %'�-1 Y2"DIAMETER OVER ADDITION:1 OR EQUAL)OVER HAND FINISH RAKED AND SMOOTH CLEANED GROUND •Aklr% -r^mmAt*IAnC IiAY BALE,BAFFLES,SODDING i RY,TO MINIMIZE EROSION AND IAWR RUN-OFF ON EXPOSED LAND. ICE DCATED IN THE PUBLIC APPLICABLE DEVELOPMENT q,ENTITY OTHER THAN THE EDULE SHALL BE SUBMITTED :ED TO DIRECT THE 3 ANDJRRIGATION. kINED IN A HEALTHY /Ep- ANDSCAPE PLAN kND ORDERLY IN RIS,DISEASE,PESTS AND =-DTO MAINTAIN PLANTS IN A EXISTING TREE LOCATED BY LICENSED L u. EXISTING TREE LOCATED BY LICENSED S ABLISHMENT OF PROHIBITED REQUIRED BY THESE %Y5 OF THEIR DEMISE CAUTION: PLANT AND TREE HEIGHT AND WIDTH REQUIRED SHALL HAVE PRECEDENC CONTRACTOR SHALL FURNISH A LARGER CONTAINER SIZE IF REQ'D.TO MEET SPEC[[ LANDSCAPED AREA IN ANY / TED, cD IN REQUIRED tNTRACTOR TO REMOVEAPPMOVE ATTACHES CONDITK -R SHRUBS OR PARTS N;v TH TRAFFIC CONTROL)RDING TO HORTICULTURAL AS NECESSARY TO )DICALLY PRUNED OR REPARATION FOR TROPICAL =D BY.A CERTIFIED 30RISTS STANDARDS. SITE PLAN APPPOVAI. .1r�! af by �t PhD ID�— . — of va Date_ISSUED FOR:FOR: PRELIMINARY C] PERMITTING INSTR#2619189696 OR BK 10002 PG 487 Page 1 of 1 0/Mj n 11/05/2019 03:29 PM Rcpt:2105985 Rec:10.00 IDS:0.00 IT:0.00 1 1 Nikki Alvarez-Sowies,Esq.,Pasco County Clerk&Comptroller i Pemd Na. Pmod ID No NOTICE OF CONMIENCEMENT r Sided ILI b-A CM"of �iE sGG THE UNDERSIGNED 1-ft 911--1110 O t improves-A vra be made b certabt red p W.V.tttd In actmtdarm WM Ctraptar 713,FTarlda St MtM the fattarft bhMadw is Pmvjw in ft N,11'.of Cam wmmwt 1. Desatplion at fta mv..Pacd wAftam Na, 3 Zt'i`2!- Gv70 " 07Y a d-OapO b'treetAddnmx �13�0 ZG�- r!� •�f�rGli1�S��%L '�S4LZ- 2 Gward Desattdien of tmprovatrrmd_ 'Add 1U11.1 ml SUVAA. Q--f 4i! 9. Owner trdomrdton ar Lease lidwmaden ldthe I ambaded forths Improvement WS HI- GJw+tys Ili..tt, Address Stem bdwed In PmpW. Name of Fee ft"D T19eholdrr: (ff d8ferad f m OvAmr adsd above) Addmas 4. catonw. A*fr-% Ce t'l t�Kott. Stab FiY"T-Z72`4Sno CLV stile CM#Rd . Cardradafb Tdeplwne Na . S. SUW. Name Ad*= CRY State Amamd d BoncL t Tdephata No.: a Lands: Name Adch n My Stain LwW 'a TekOw w No- 7. Pemmu eitldrr do S Me d FWdda desig de'd by the ownm upon rAsorrr I'm or other doaatmras may be saiuld,is'proMW by ' 8ectlar7l3.l3(1 pakbsSMbtes: 7 r Gt1i��C.elAis�1 ' Name FI- AddMw TaiaphareNmtim.raDe tprutAaPr�orc 8 t3-�te9`-76C, S. In ttrAW,meawmrd 1MICA,%ra t a.�t v� d_ Ir ES� t (A�}'GIB to mc"a copy arft umwea mourn m pravMed in SecSon 713.13(i)(b).Rodit Stabrtar Tdephaw Number ber of Barr or Endly Des*wibd by Owner: r7'12-Ifni 2-343 Q 8. Espbadon dale d Mad=of Comm me m id Mw oyirattan ddo may not be lmfare the aertrpidtlem d umo6udom and find poymwtR to the aatbadar,but uM be am ywfram the date d fe=ftQ rattans a d0am t date in spediedk VMdNG TO OWNER: ANY PAYIMl MM MADE BY TM OMMNM AFTER THE E)FIRATTON OF THE NOTIM OF CO WNCBMW ARE CONSIDERED NAPROPER PAYMEM UNDER CHAPM713, PART SECTION713.!�3 FLORA STA7UfE5.AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROMAENM TO YOUR PROPERTY.'A NOTr1KG:Et QF tXJ MUST BE RECORDED AND POStEII ON THE. S SfTE BEFORE Tt E FIRST tNSPECTtOM IF YOU INTEND TO OBTAIN FINANCING,CONSULT z: �? VYffFt YOUR LETdDETt OR AN ATl'OItNEY BEFORE COM#AHdCING WORK OR RECORDING YOUR NOTICE OF CO . . �i"' UraMtpormity d i tteelsue tlud 1 have mad tw f rwlke d aormntr+esnmrd and tla!the tech tdatod mwrtebr am tore to Sn Deet of my b mvhwpe bead. STATE OF FLO COUNS't OF PASCSC A SlPrreeae of Oterrer a•tjlsBee,a•Otsrrre a Leasad'a Aldhabted �`� SlgmstotyhsTWrJOIfka " � Tha torepoig knbrmrentvwa bda law caa�der af �2dy3 br�����` es.w 0 (type of eutlfalryt,e p,aifrx,fnatea. 1r tm fad/or _ d pally am >Irirom wn eaeadad}. .. Peremuty Knaam❑4H Pmdxe d WwoufWr L4�• Notary sigrmaae Typo did ry m Pro&.d 4 � ado AM:& OF FLORIDA,COUNTY OF PASCO THIS 1S TO CERTIFY THAT THE FOREGOIPG IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR.OF PUBLIC RECORD IN THIS OFFICE WI MY HAND A - 0 FICIAL SEAL TP , DAY OF 2 K COMPTROLL DEPUTY CLERK CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22620 FIRE SPRINKLER SYSTEM PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22620 Address: 4330 20TH ST Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 13-26-21-0070-07400-0000 Improv. Cost: 5,248.00 OWNER INFORMATION Date Issued: 4/22/2020 Name: NESTLE WATERS NORTH AMERICA Total Fees: 175.00 Address: PO BOX 120029 Amount Paid: 175.00 STAMFORD, CT. 06912-0029 Date Paid: 4/22/2020 Phone: (813)469-7004 Work Desc: INSTALLATION 13 SPRINKLER CONTRACTORS APPLICATION FEES SPRINKLERMATIC FIRE PROTECTION I FIRE SPRINKLER SYS 50.00 CONTRACTOR CERTIFICATE 30.00 FIRE PLAN REVIEW FEES 50.00 FIRE INSPECTION FEES 45.00 FIRE-PRESSURE TEST Ins ections Required FIRE ACCEPTANCE Final Chapter 633, Florida Statutes,authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review,administrative fees,and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMEN%MENT." ONTRACTOR SIGNATURE PERMIT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT- 813-780-0041 813-780-0020 City of,Zephyrhills.Permit Application Fax-813ae0-0021. Building.Department. Date Received:. 4.W� �' - Phone Contact for Permitting S5I3 . �JOg : �TG+ eX I Owner's Name.. ��• Q�U�7 p Q rt CJ► 'If1G Owner Phone Number, Owner's Address. Palo Sa��Q s�a,n�o �T .Qlo la Owner Phone Number. Fee-Simple Titleholder Name, Owner.Phone Number - Fee Simple Titleholder Address F777. 7 JOB ADDRESS :a ��. Ze IZ C a' . . : LOT.# 1� Otis AFL. 335�1 . SUBDIVISION. PARCEL iD# - I rI(7 ���� -��� (OBTAINED FROM PROPERTY.TAX NOTICE) . WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH`- :.: 0 0.. INSTALL REPAIR PROPOSED USE, :SFR = COMM ' OTHER:: TYPE OF CONSTRUCTION. = BLOCK. . : Q FRAME: = STEEL DESCRIPTION OF WORK • �'' : 1?� Fite.. �;.nk�e� .�esu1S BUILDING SIZE $0 FOOTAGE �"10� HEIGHT BUILDING $ VALUATION OF.TOTAL CONSTRUCT O _ �$ 5; a co =ELECTRICAL ' = $ AMP SERVICE; 0 RbGRESS ENERGY W'.R.E.C.. =PLUMBING. . $ -: MECHANICAL : .$ ' ' VALUATION OF MECHANICAL INSTALLATION.. �. =GAS. Q.. ROOFING = SPECIALTY 0 OTHER - FINISHED.FLOOR ELEVATIONS__. FLOOD ZONE AREA =YES NO BUILDER COMPANY . SIGNATURE REGISTERED ' Y/'ill FEE CURREN Address License# ELECTRICIAN: COMPANY SIGNATURE REGISTERED_ - Y[N ' FEE CURREN' Y/hl Address License#. PLUMBER -. . JCOMPANY.. SIGNATURE. REGISTERED �Y/N FEE CURREN -'. Y/.N- Address. Li17 cense.# MECHANICAL... . COMPANY SIGNATURE REGISTERED Y/N . : FEE-CURREN. Y/N Address. License# OTHER, COMPANY SRRIvJL{L�4Jhf1C ;�I�!L - PROIECTI0i�1 SIGNATURE .: REGISTERED - Y-/N FEECURREN .rr' Y.[N - Addres .J:ot�.l s �� t 1 �t: License# -1I<-iatraWIaatiitII-jul€i'i.1.1iifa.1.11i1aIE=1t.�'111a1:11.1ia'i.[iisai:taittE.1,I's1i24.1a2Iit'9:1a'9.i<€.V RFmInvwTIAI.. Cffv,,H 191 Pint.Plana¢ 191 cete of Riiilrlinn Diane•.111 cat of Fn6enu Pnnne R-l_W Permit fnr new rnnetnirtinn . 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy'or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more, I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"W unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR / Subscribed and sworn to(or affirmed)before me this Sub ribed d swor eO eme t 's by Who is/are personally known to me or has/have produced o Z_h@�gproduced as identification. A as idettificatio . ,,;Commission 9 GG 022059 -7 Expires August 16,2020 Notary Public %°,°,:°` Bonded Thru Troy Fain lnsurarce800385-7019 Notary Public r'.nmmiccinn Nn r:nmmiccinn Nn 0 g f;? 9 f d�ll, n City of Zephyrhills BUILDING PLAN REVIEW CO' MMENTS Contractor/Homeowner: Date Received: Z-- Site: .3. 2,.,)c Permit Type: (cam Approved w/no comments:2 Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Gene Brown—Fire Safety Officer Late Contractor and/or Homeowner (Required when comments are present) TWIT 00 THE EXTRA NIL Es� 4740 Davie'o. Davie, i i.33314 . ; i 56072300012005 EF#20000922 FIRE PROTEVION SYSTEMS,INC. Product Submittal Data Contractor: Nestle Waters Sprinklermatic:. N' th. :/-�CYlet`IC1 :. 6840 Cross Bayou Dr. . 4330 20th St: Pinellas Park, FL'33777 Zephyrhills, FL 33542 474013avle Road Davie,Florida 33314 M-327-3606 IR"ECHON SYSTEMS,INC. Nestle Waters North America Product Submittal Data Table of Contents: . 1. Sprinkler Head (pages 3-8) . 2. Threaded Mechanical Branch Tee (pages 9710) $ Threaded Fittinigs:(page`s 11-16) 4.-Schedule 10/40 (page i7) . 5.:_ Hanger:(pages 18=19) : 6. Rod Stiffener (page.20) 7 Fasteners (pages 21=24) 8: Rod Coupling (page (25) Page.1 of-6 ® MICROFAST° QUICK • RESPONSE'.PENDENT. SPRINKLER VK302.(K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49068 Telephone:269-945-9501 Technical Seniices:817-384-5464 Fax:269-818-1680 Email:techsvcs@vlkingcorp.com Visit the Viking website.for the latest.edition of this technical:data.page:www.vikinggroupinc:com- 1. .DESCRIPTION The Viking Microfast®.Quick Response Pendent Sprinkler VK302 is a small ther mosensitive glass bulb spray sprinkler aVailable,with various finishes and tempera= . ture ratings to meet design requirements.'The special Polyester and Electroless Nickel PTFE;(ENT).coatings can be used in decorative.applications where colors: are-desired.-In addition,-these coatings have been investigated for installation in corrosive environments and are Listed and Approved as indicated in the Approval Charts. 2.: LISTINGS AND APPROVALS o tIL us cULus Listed: Category VNIV .`4 FM Approved: Class Series 2000 WARNING:Cancer and Reproductive Harm- vas . VdS Approved: Certificates G414009, G414010, G4040095,'and 4880045 ��� www.Fs5warrifogs.ca:ggv LP.CB,Approved: Certifcate.096e/06 C CE Certified: Standard EN 12259-1,'certificate of constancy of perfomiance 0832-CPR-SO021.E . : . QC° CCCF:Approved:.Approved by.the China Certification Center for Fire Products(CCCF) MED-Certified: Standard EN 12259=1,.EC-certificate of conformity 0832-MED-1003 Refer to Approval Chart 1 and Design:Criteria cULus Listing requirements, and refer to Approval Chart 2 and:Design'Criteria for. FM Approval requirements that must be followed. 3. TECHNICAL DATA: Specifications:. Minimum Operating Pressure: 7 psi(0.5 bar) Rated to 175 psi.(12-bar)water working.pressure Factory tested hydrostatically to 500 psi(34:5 bar) Thread size:.1/2" NPT, 15 mm BSP . Nominal.K-Factor: 5.6 U.S. (80.6'metric**) Glass=bulb.fluid temperature rated to=65°F.(=55°C). Overall'Length: 2_114"(58 mm'). : *gULus-Listing, FM.Approval,'and NFPA 13 installs:require a:minimum:of 7 psi (0.5 bar). The minimum operating pressure for LPCB,and CE . Approvals ONLY is 5 psi(0.35 bar). Material Standards,: Frame Casting: Brass UNS-C84400.orQM Brass .Deflector: Phosphor Bronze UNS-051000 or Copper UNS-Cl9500 Bulb: Glass, nominal 3 mm diameter . Belleville Spring Sealing Assembly: Nickel Alloy,.coated,on both sides with PTFE Tape Screw: Brass UNS=C36000 Pip Cap and Insert Assembly: Copper UNS-C11000.and Stainless'Steel UNS-S30400 For Polyester Coated Sbrinklers:-Belleville Spring-Exposed For ENT Coated Sorinklers: Belleville Spring-Exposed;Screw.and.Pipcap--ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order:Quick Response Pendent Sprinklers liy first adding the appropriate suffix for the sprinkler finish.and,then the appropriate suffix for the'temperature rating to,the.sprinkler base part number. Finish Suffix: Brass=A,-Chrome=-F,White Polyester=M-Ml, Black Polyester=M-/B, and ENT='JN Temperature Suffix: 135.°F-(57°C)=A;155*..F.(68°C) B,.175°F(79°C)_,D;200°F (93°C)= E, 286°F(141 °C)=G Form:No: F_033314 1902:21_ Rev 19.1 Replaces Form_ No. F_033314.Rev.18.1.P65 . .(Removed.F-1.Escutcheon.). Page.2 of 6,: ® MICROFAST®:QUICK • S RESPONSE..PENDENT, PRINKLER VK302(K5.6) : .The Viking:Corporation,210 N Industrial Park Drlve,Hastings MI 49058 Telephone:269-945-9561. Technical Services:877-384-5464 Fak:269-818-1680.Email:techsvcs@vikingcorp.com Visit the Viking w nebsite for the.latest editio of this technical data page:www.vikinggroupinc:com. For example, sprinkler VK302 with a Brass.finish and a:155*F.(68°C)temperature rating= Part No. 12979AB Available Finishes And Temperature:Ratingsr-,Refer to Table 1. Accessories;(Also_reifer to the.current'Viking price list.) Sprinkler Wrenches: A. Standard Wrench: Part'No..21475M/B.. B.-Wrench-for Recessed,Pend rs:ent Sprinkle Part No. 13655W/B**'(available since 2006) C., Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915(available since 201.0) **A'W ratchet is required(not available from Viking). ***Allows use from the floor by attaching-a length of 1"diameter CPVC tubing to the_tool.Ideal for sprinkler cabinets.Refer to-Bulletin.F 051808:. Sprinkler Cabinets: A. Six-head:capacity: Part No:•01724A(available since 1971) . B.Twelve-head capacity: Part No. 01725A(available since 1971) 4.. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire'coriditions, the heat-sensitive.liiquid in the glass bulb.expands, causing the glass to shatter;releasing the.pip-cap and sealing spring assembly.Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish.or control the fire. 6. INSPECTIONS,-TESTS AND-MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. . .7. AVAILABILITY' The Viking Microfast®Quick Response Pendent Sprinkler VK302 is available through a network.'of domestic'and international dis- tr'ibutors. See The Viking Corporation.web site for the closest distributor or contact The Viking_Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flat.. Protective:Sprinkler,Cap Figure 1: Standaid Sprinkler'Wrench'21475M/B ' :Form.No.F_0333:14 1.9.0221 .Rev 19.1 Page 3 of 6 ® MICRO.FAST® QUICK • RESPONSE PENDENT SPRINKLER VK302 (K5.6) :The Viking:Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services: 8777384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website.for.the latest edition of this technical.data page:www.vikinggrouoinc.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES ff�eniperature Sprinkler Nominal .. � � r j� Maxium AmbEient§M Bwlb C-olomop= ation Temperature Ratmg s Ceiling Temper Ordinary 135•°F(57°C) 100'F(38?C).. Orange Ordinary 155,-F(68'C), . 100°F(38°.C) Red Intermediate 175°F.(79.°C) 150'F(65°C). Yellow .Intermediate ,200:°F(93°C) 150°F,(65°C) Green: High 286°F(141 'C) -225°F (107°C).. Blue Sprinkler Finishes:.Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings?:White Polyester, and Black Polyester..ENT in all temperature ratings except 135°F(57'C) -Footnotes 'The sprinkler temperature rating is;stamped on the deflector. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location;and other requirements of the Authority Having Jurisdiction.. Refer to,specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts:These tests,cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are'corn patible vrith.or suitable for the proposed environment..For automatic sprinklers,the coatingsJhdicated are applied to the exposed exterior surfaces only.Note that the spring is.exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers,the waterway is coated. ' t, . .• ! � -.�.. r. . •yam-f -� •i :f. �:� Lam- '`' Ny Sprinkler wrench 13655W/B**. for recessed pendent. sprinklers *`A 1/2" ratchet is required (not available from,Viking) Carefully slide the wrench sideways'around the protective cap,ensuring engagement with, the sprinkler-wrench flats Figure 2: .Wrench.13655W/B for Recessed Pendent Sprinklers. Form.No: F_033314 19.02:21_ Rev 19..1 Page 4 of 6 ® MICROFAST®.QUICK RESPONSE PENDENT SPRINKLER VK302(K5.6) The Viking'Corporation,210'N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvc6@vikingcorp.corh " Visit the Viking website for.the.latest edition of this technical.data page:www.vikinggroupinc.com . > r ApprdV6 ;Cha( 1j,UL-) em fr,h �fi i r r � tyre o-sAf4 n„ '' Temperature I( i , - aThe VrkmgtMrcrofast°Qwck Responses -��� PendentrSpnnklersUK302=, Fq Eswtcheon It it ale yc h a,?* ta..pp� , Maximum 175PS1(12 Bar)WWP Base Nominal Overall Listings and,Approvals' Sprinkler Thread Siie K-Factor Len h Refer also.to Design Criteria. Part SIN. Style 9t. ( 9 1 Number' NPT BSP U.S. metric' Inches' .mm "cULue VdS LPCB ' '12979 VK3b2 Pendent 1/2" 15 mm 5.6 '80:6 2-1/4 58 A1Z,B1Y D2,.C2X Al` A1Z;B1Y D1Z,C1Y D1 19780 VK302 Pendent' 1/2" 5.6 80.6 2-1/4 58 D3 21354 VK302 Pendent 15 mm 5.6. 80.6 --2-1/4 58 — -- D3 NOTICE ., 06662B_ .VK302 Pendent 1/2° 15 mm 5.6 80.6 2,1/4 58' A1Z,B1Y D2,C2X ' .-- 18021 VK302 Pendent . 112" 15 mm 516 80.6 2-1/4 58 A1X,B1Y Al A1X,61Y -D1X,C1Y7 D1 'Approved Temperature Ratings.' Approved Finishes. Approved Escutcheons A-135'OF(57"C), 155 OF(68°C),175 OF 1-Brass,Chrome,White X-Standard surface-mounted escutcheon or the . (79"C),200 OF(93-C),286 OF(141"C) _ P61yester6.6,Black Polyes- Viking Micromati&Model E-1 Recessed Escutcheon B-.135 OF(57..°C),1.55 OF(68-C),175 OF. ter5,6 Y-Standard surface-mounted escutcheon or recessed with the Viking Micromati&. (79"C),and 200°F(93 OC) 2-ENT' Model E71,E-2,_or E-3,Recessed Escutcheon .. C-155 OF(68"C), 175 OF(79"C),and 3-Chrome_ Z-Standard surface-mounted escutcheon . 200 OF(93"C) D-.155 OF(68"C), 175 OF(79?C);200 OF (93-C),286 OF(141-C) Footnotes 1 Base part number shown.For complete part number,refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure.is measured in Bar.'When.pressure is measured in kPa,divide the metric K-factor-shown by.10.0. 'This table shows the listings and approvals,available at the time of printing.Other approvals may be in process. - - - - 'Listed by Underwriters Laboratories Inc.for use in the U.S.and Canada. 5 cULus Listed as corrosiornresistant. 5 Other colors are available on request with the same Listings and Approvals as the standard colors. - 7 CE Certified,Standard EN 12259-1,EC-certificate.of constancy of performance 0832=CPR-S0021. e HIED.Certified,Standard EN 12259-1,EC-0832-MED-1003. DESIGWGRITERIA- UL (Also-refer,:to Approvalr6h6rt�l.above.) cULus Listing Reguirements: The Viking Microfast®Quick Response Pendent,Sprinkler VK302 is cULUs,Listed as indicated in the Approval Chart:for installation in accordance with the latest edition'of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary.occupancies. The sprinkler.installation rules,contained in NFPA 13 for:standard spray.pendent sprinklers must be followed. :. IMPORTANT:.Always refer to Bulletin Form No._F_091699=Care and Handling of Sprin"klers.Also refer to Form_No.F_080614 for general care;.installation,and-maintenance information.Viking:sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of:NFPA,'LPCB,APSAD,VdS.or other similar organizations, and also with the provisions of governmental codes,ordi'nances,,and standards,whenever applicable'. Form No. F 0333.14 %02:21 Rev 191 Page 5 of 6 MICROFAST®:QUIC.K RESPONSE,PENDENT .. SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings,Ml 49058 Telephone:269-945-9501.Technical Services:877-384-5464 Fax:269-8184680.Email:techsvcs@v)kingcorp.com Visit the Viking website.for the latest edition of this technical-data page:www.vikinggroupinc.com Approval Chart 2 (4FMi) Temperature Icy The Viking Microfast°Quick Response Fmsn Pendent Sprinkler UK302 peon{ pp� ble) Maximum 175 PSI(12 Bar,)VWVP Base Part SIN Sprinkler. Thread Size Nominal K-Factor. Overall Length FM Approvals' Number' Style. NPT. BSP U.S. metric? Inches nim (Refer also to Design Cr'iteria.) 12979 VK302 Pendent 1/2" 15 mm $.6 80.6 2-174: 58 A1Z;B1Y,D2X,C2 NOTICE .. . . . Office) 06662B. VK302.. -Pendent 1/2" . . 15 mm '5.6. 80.6 2-1/4 58. A1Z,B1Y,_D2X;C2. 18021 - VK302 Pendent 1/2" 15 mm: 5.6: - 80,6 2-1/4 58 A1Z;B1Y Approved:Temperature.Ratings - Approved Escutcheons '. A-135-°F(57°C),'155°F.(68°C), 175°F(79-C),200`F X - Standard,surface-mounted. escutcheon 'or the (93-C),286-F,(141 °C) Approved Finishes Viking Micromatic® Model E-1 Recessed B-.135-F(57-C), 155-F(68-C), 175-F(79 °C),and 1-Brass,Chrome,White Polyester°; Escutcheon 200°F(93°C) and Black Polyestil Y-Standard surface-mounted escutcheon or recessed C - 155°F(68"C),1.75-F(79"C),200.7 (93 -C), 286 2:-ENT5 with the Viking Micromatic® Model E-1 or E-2 °.F(1:41 °C) Recessed Escutcheon D-155"F-(68-C),.175-F(79'C),200 T(93-C) Z-Standard surface-mounted escutcheon Footnotes ' Base part number shown.For complete part number,refer to Viking's current price schedule. ?Metric K-factor measurement shown is.when pressure is measured in Bar.When pressure.is measured in.kPa,divide the metric K-factor shown:by 10.0.: 3 This table shows-the FM.Approvals'available.at the.time of printing..Other approvals may be in process. 4 Other colors are available.on request with the same Approvals as the standard colors. 5 FM approved.as corrosion proofing.for corrosive environments.. Gil CRITERIA.- FM ` ( We 1 Also refer to AppP"royal Chart 27absl� ove.)OEM:�y, FM Aooroval Requirements: The Viking Microfas?Quick Response.Pendent Sprinkler VK302 is FM Approved as quick response Non-storage pendent sprinklers as indicated in the FM Approval_Guide. For specific application and installation requirements,.reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets:contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and.'obstructions, minimum and.maximum allowable spacing,'and deflector distance below the ceiling. NOTE-.The-FM Installation guidelines may differfrom cULus and/or.NFPA'criteria. IMPORTANT.Always.refer to Bulletin Form No.F 091699-Care-and Handling of Sprinklers.Also refer to Form No.F 080614 for general care,installation;and maintenance information.Viking sprinklers are to be installed in accordance with the,latest edition of Viking:technical data,_the appropriate standards of NFPA,FM Global,LPCB,APSAD,Vil or other similar orgariiza= tions;and also with.the.provisions of governmental.e des,ordinances,and standards,whenever applicable. Form:No:F 033314 19.02:21 Rev 19.1 Page 6 of 6 ® MICROFASP QUICK • • • RESPONSE PENDENT SPRINKLER VK302 (K5.6) .The Viking Corporation',210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9601 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc:com Ceiling Opening Size: . 2-5/16"(69 mm)minimum 2-1/2".(64 mm)maximum (15 mm) NPT 2-114" �. 167 mm) 1-3/4" !!. (45.mm) -ems Installed with a standard 1/8".surface-mounted escutcheon Figure 3:.Sprinkler'Dimensions with a Standard Escutcheon -A Ceiling.Opening Size: 'F }e^ 2-5116"(59 mm)minimum 2-1/2"(64 min)maximum 2-1/8" _ — 2-1/8 - :(54 mm) .t " -- - ~ 1-3/4". (29:mm) 21," (29'n m), (45 min). Min.. . (51 mm) Min: . -Max. Max. Installed.with:a Installed,with a Model. Model E-1 Recessed. E-2 Thread-on Recessed Escutcheon Escutcheon 1 FigureA Sprinkler.Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form.No. F_0333:14 %02.21 Rev 19.1 Replaces Form No. F_033314.Rev:.18AIP65 (Removed F-1 Escutcheon.) / LM!'LStarr. LiumiTim3Threaded. Mechanical ranch Tee Fire Products Division of Anvil International. sPFiaNvl� Submittal-Sheet Model MT30 mechanical tee serves the same function 0 as.MT--1.&MT18 but uses a steel electro-plated U-Bolt to save:space and for easier installation:in tight places. It is APPROVED . . ideal for direct connections.with s :rinkler.heads and drop For details contact tact your I? p details contact your nipples. AnvilStarTM Representative. A'WARNING For dry pipe systems and freezer applications lubrication-of the gasket is"required,Gruvlok® XtremeTm Lubricant is recommended. MATERIAL HOUSING:- GASKETS: Materials Ductile Iron.conforming to ASTM A-536,Grade 65-45-12.. Properties as designated in'accordance with ASTM D-2000. U-BOLT & NUTS: ' ❑Grade"E"EPDM(Green color code) U-bolt is carbon steel SAE Grade 2,Zinc Plated'with plated hex nuts corhon steel -407 to 230'F:(Service Temperature Range)(-40°C to 110°C). ASTM A 194;Zinc.Plated. Recomntended'for water service,-diluted acids,.alkalies solutions,aalts,.oil Free air and many chemical services not involving hydrocarbons,oils or gases. THREADS: NOT FOR USE WITH HYDROCARBONS. MT-30 NPTper ANSI/ASME B1.20.1 ❑..Other COATINGS: ❑..-Zinc Electroplated ❑ Other(Specify): Example:RAL3000 or RAL9000 Series For other,Coating requirements contact on AnvilStar Representative. PROJECT INFORMATION: APPROVAL STAMP: Project:. Date: Phone: Architect Engineer: Contractor: Address:.. . Notes i s Notes-2: PAGE OF 2 &F Couplings, Fittings, Flanges, Clamps For ttie latest UUULC Listed and FM Approved prnsure'ratings,versus pipe schedule, REV.03.03.06.0033 g0 to WWw;anVI[star.corn or contact your local AnvilStar representative ANv"' \: I g Lem at /. iv'i�.Star Threaded Mechanical:Branch Tee Firs Products 61vistonot Anvil'International." sPFiAiwi� Submittal Sheet - E3. _ I yI yI i - MECHANICAL Hole Diameter Dimensions' Nominal'. . O.D. Max.Wk.. Approx. Size . Min. Max. , Pressure. A 8 _ c_. T Wt.Ea.- Diometer Diameter Take-00 In./DN(mm) In./mm In./mm In./mm PSI/bar In./mm In./mm In./mm In./mm Lbs./k 11/4 x 1h: 1.660`x 0.840 13A6. ls/�6 300 .. 21 h. 31h 2t%4 ls�a' 0:8 32-x 1.2. 42.4 x 21.3 30 . .. . . 33 10.1:. 54'. 89: 57.2 42.. •0.4 11/4 x 3! 1.660x1.050 .'13A6 ls/16' 300 21h '_ 31h 2�/q : lsA. 0.8. . 32x 19' .: 414x16:7. 30. . : 33 20.1 54 • B9.. 57.2 : . . . .42 0.4 lt/4 x 1 1.660x1'315 13A6 . .. lsh6 . . 300 21/4 ..- :31/2 - 2t/4 IA 1:1 32x25 42.4.x33:7 -30 33 . " 20.7. 58. 89 57.2 4.1 0.5 .11h X.1h. 1.900 x 0.840. . .13A6 .. . 15/16- . . 300. 21/4 31A 21/4 :•13(4. . 0.8- 40.x 12 : 48.3 z 21.3 30 33 20.7 a 57 89 57.2' 48 O.A. . 1�h.x 3/4' . 1.900x9.050 - 13/16- .. I5A1 ".3DD.. . 21/4 31h- 21/4 ' 13/4 . ., . . . 0.9 40x 19' 48.3x26.7 : ' 4 33. 20.7 .57 89 57.2' 48 0.4 .1112 x 1. . . ;. .1.900.x 1.315' .. VA6 15A6 . 300 - 23/a' 31h 21/4 . . . 13/4 1.1 40x25. 48.3x33.7 30-' .. 33 '. 26.7. . -61 89 . 57.2 . 44... . 0.5 .2 X 1h 2.375%0.840 13/�e ls/�6' , 300 2!h'. 33/4 VA 2. " 0.9. 50 z 12 60.3.x 30' : "33 20.7 64: 95 57.2 5.1 0.4" 2 x 3/4 2.375 x 1:050. 13A6 . .. 15/t6 300 21h' :33/4 21/4 2.. 0.9. 50 x 19, 60.3 x 26.7 ..30, 33' -20.7- 64 95' .• 57.1. 57. :• 0.4., 2 x 1'.. 2:375-'x 1.315' . 1346 ls/16 300 25h, . 31/4 11/4' 1 1.1' 50 x 25 60.3 x 33.7 30.' 33 20.7 67 95 51.2-. .: :50 . . . 0.5' 21h.% 1h _ 2.875 X 0:840.. . 13/6 .. ls/16 : : .. 300: 13/4 4]A'. :.21/4 21/4':. 0.9 65 x 72 73.0 x 21.3 30 - 33 -- 20.7' 70. 108 57.2 57 0.4- 21h x"3/4 2.875 x 1.050 1 3A 6 '15/16 300 23/4 41/4. 21/4,. 21/4. 0.9 65x19 73,0x26.1. 30'. 33. 10.1 70' 108' 57.2 .57' 0.4. " VA x 1- 2.875 x 1.315. .13A6. 15/1e 300: 27/a 41/4 2Yq " 2Y4' 1.1 65x25 73.0x 33.7' . '30 33 10.1. 13 . 108 51.2 56• 0.5 BSP•equivalent is avdilable as a MT,-90. NOTE:Tighten nuts altemotively to a recommended,torque of 18-22 ft-Ibs(25=30 N-m)'on pipe wall less than schedule 10 or 23-27 Ft-lbs(31-37 N-m)on pipe walls schedule 10 and above.- PAGE 2 OF 2' SPF Couplings,Fittings-, Flanges, Clamps' For the latest UUULG Listed and FM Approved pressure ratings,,versus pipe schedule, REV.o3.0a:0soo34 go to wimmanvilstar.corn-or contact your local AnvilStar representative l(Z J&NV& �F t r �r' •v - �.• r �. ht}K ^tom�h �4:�Y�A t SMITH.,,. COOPER7 Iy 4 I N T E R- N A T I O N A L I - Du'tile-_Iron Threaded Fittings - - - t S ecifications f P branded ductile iron threaded-fittings'are UL Listed and FM Approved at-500 psi f • Rated to 300 WSP • C U` US, 4 Ductile iron castings conform to ASTM A536 LISTED • Fitting,dimensions conform to ASME B16.3 Bushings and plugs conform-to ASME B16.14 FM • Fittings are 100% air tested _ aPPRoveD . NPT.threads:on all fittings conform to ASME B 1.20:1 • Independent'lab verification that fittings meet applicable_.chemical &physical ptoperties-, { • Manufacturing facilities are ISO'9001:2008 and ISO 14001 y Temperature Working Pressure, Nonshock psiG Degrees F 300# Class Threaded Fittings , --20 to 100 500 b 150 500 200._ 80 . -250 460 1 300 440 350 420 400 400: 4 450 380 500 360 600 : 320 . - 650 .300 i 4011 .d 'ri�' Ductile 7117 C uL US" FM O APPROVED 35E 3-90°Elbow LtsTeo Fig..35E Size Part Number A Pac ing Weight . in in Inner Master lb 35E 30 1.13 _ 100: 200 y 02: _�3/4 35E 3006 �1.31 - 70 _� 140 0.3 " A 1 '35E_3010 1.50. _ 40 80 0.5" 1-1/4 _ 35E 3012 -A 1.75 25 __ 50 -_� 0.8 ' 35E 3014 1.94 " " 18.. 36 1.1 2 35E-3020 2.25 10 20 _ _- _ :2-1/2" 35E3024 .. 2.70" 4 8" -3.2 Fig. 35RE3-"900 Reducing Elbow w f B 3 Size part Number A B PackingWeight . in " in in Inner Master lb 3/4 x 1/2. 35RE3006004. " " 1.20 1.22. 80 . 160 0.3 .. - --- 1 x 1%2 - 35RE3010004 - 1.26 1.36�- 70 _140 _. A 1x314 _ 35RE3010006. -1.38�- 1.45, 50. 100 0.4- . 1 1-1/4x1/2 35RE3012004- �1.34 • 1.53-� - 35�- 70 - 0.5 _1_-1/4 x 3/4 '35RE3012006" 1.45 - 1.63 _ 35. - 70 0:6. - 1-1/4x 1 35RE3012010 1.58 m 1.67. _ 30 60 0.7 1-1/2 x 1/2- 35RE3014004' . 1.52 1.75" 30 60 _ 0.6 -1-1/2 x 3/4• 35RE3014006 _ 1.52 1.75 25 _ 50 - 0T_:�7 1-1/2x.1 35RE3014010 �. 1".65 y 1.80 -20. - 40 0.8" 1-1/2x1-1/4 35RE3014012, 1.82 1.88- 18_ 36 1.0 " 2:x"1/2 35RE3020004.:. - 1.60 1.97 18 36 1.0 2 x 3/4 35RE3020006 1.60 1.97 18 36 1.0 2 x 1 35RE3020010 1.73 2.02" 16-- .32 1.2, " 2 x 1-1/4 _ 35RE3020012 -{-1.90 - 2.10'y 12 24 1.3. 1 2 x 1-1/2. 35RE3020014' 2.02' 2.16. 10 20- 1.5 2-1/2 x 1-1/2 -35RE3024014 -�2.16 2.51 6 12 _ 2.2 2-1/2 x 2' 35RE3024020 2.39 '2:60 .". 6 12 . 2.5 " Fig.,35F 3-450 Elbow Size Part Number. A Packin Weight q in. in Inner Master lb -1/2 35F 3004 .. 0.88 - 150 _ 300 , ".0.2 T . 3/4 35F 3006 0.98 80 160 0.3_ - .. _1 35F 3010 1.13 . 40 . 80 i 0.5 --1-1/4 -- 35F 3012 1.29_ 25 50 - 00.7 " 1-1/2 - .35F3014 L44 :.: 40 �1".0 I. A - I_L�4002 35F 3020 1.69 20 1.6 _ _ -_ 2-1/2.. . 35F3024 _ 1.95.. . . 4; 8. 2.7 Fig. 35T 3-.Tee .. . . Size Part Number A Pac Ing Weight in in Inner Master lb 35T 3004 1.13 80 160 - : 0.3' - q -- 314 35T 3006 1.31 30 60 -0.5 j,=. 1 35T3010 1.50_ 25 50 `0.7 - ." I" 1-1/4 - 35T 3012 1.75 10 T20 --�1.1 1=1 35T3014 � 1.94 10 .' 20 . 1.5. " q q /2" _ - _ _ - 2 - 35T"3020 2.25 6- 12 2.4 21/2 35T.'3024 2.70 4" -- 8. _ 4.3 111 SMITH-COOPER INTERNATIONAL® • TOLL FREE I=800-766-0076 0 FAX(323)8904456 . wwwsmithcooperxom Ductile II -A-�216 ��Qlialrr7�PU5� . C UL US <FM> APPROVED' Fig. 35RT3-Reducing Tee LISTED Size part Number A B C PackingWeight aj in in in in Inner Master Ib C ; 3/4 x 1/2 35RT3006004 1:20 1.20 1:22_' 60 12Q 0.4_1 x 1/2 35RT3010004 1.26 1.26 1.36 300.6 1 x 112 x.1 35RT3010004010 1..50 1.36 1.50 30� 60 0.6 1x3/4 35RT3010006 1.38 1.38 1.45 25__ 50 0.6_ 1 x_3/4 z_3/4 _35RT_30100_06006 1.38 1.31' _1.45 35 _ 70 0.6 _ B A _ 1 x 3/4 x 1 _ 35RT3010006010 _1.50- 1.45_ 1.50 2_5_" 50_ 0- 1-1/4 x 1/2 '35RT3012004'- 1.34 1.34- 1.53 20 40 0.8 1-1/4 x 1/2 x 1-1/4 35RT30 1 200401 2 1.75 75 _ _ _ _ _ 1.5_3 1.75_ _25 _ 50 __0.9 1_-1/4 x 3/4 3_5_RT30_12006_ 1.45 J-45 1.62 -15 _"3_0 0.9- . 1-1/4 x 3/4 x 1"-1/4 35RT3012006012 1.75 -1.62 1.75_ 20 40 - 1.0 1-1_/4 x_1 35RT30_12010_ 1.58 1.58 1.67 15 _30 1.0 �1-1/4 x_1_x 1/2 35RT3012_010004 _1.34 1.26 1.5_3- 25 50 0.7_ 171/4 x 1 x 3/4 35RT3012010_006 1.45 �1.38 1.63., _20 ` 4_0 0.8 1-1/4 x 1 x 1 35RT301201001100 1.58_ 1.50 1.69_ 20_ 40 _ 0.9 1-1/4 x 1 x 1-1%4 . .35RT3012010012. 1.75 1.69 .1.75 :15 .30. 1.:0^ 1-1/2x 1/2 _35RT3014004 _1._41_ 1.41 1.66 T 16 3_2 - 1.0� 1=1%2x 1/2 x 1-1/4 35R_T3014004012. 1.81_ .1.56-_ 1.88 - 24._ 48_ 1.1 1-1/2 x 112 x 1-112 35RT3014004014 1.94 1.66 1.94 12_ 24 _ 1.2 1-1/2 x 3/4 -_35RT3014006! 1.52� 1.52� 1.75� 16--- 32 .1.1 " 11-1/2 x 3/4 x 1-1/4 35RT3014006012 1.94 _1.66 1.88_ 20 40 _ 1.1 _4 1-1%2 x 3/4 x 1.1/2 35RT3014006014 1.94. 1.75, .-1.94 18 - .36 1.2 _1_-1/2 x 1 _ 35RT3014010 1.65 1.65_ 1.80 12 24 1.2_ 1-1/2 x 1 x 1/2, 35RT3014010004' 1:4_4- m1.25 1.69 20 40 0.8' _ 1-1/2 x 1 x 314 35RT3014010006 1.50_ - 1.44 1.75 __16___ 32 __0.9 -_1-1/2 x 1 x 1_ 35RT3014010010 1.65 �1.50 1.80 16 -32_: 1:0 _- 1-1/2 x 1 x 1-1/4 35RT3014010012 1.82� 1.67_- 1.88 12 - -2_4_- 1.2 1-1/2 x 1 x 1-1/2: 35RT3014010014. 1.94_ 1.80 1.94_ 12 ^24 1.3_ 1-1/2 x 1-1/4� --35RT3014_012_ 1.82_�1.82- 1.88 12_R- 24_ - 1.4 1-1/2 x 1.-1/4 x 1/2 35RT_30140120_04 1.41 1:34_ 1.66_' 16 32 �_0.9l� " 1-1/2 x 1-1/4 x 3/4 35RT3014012006 1.52 1.45_^1.75 16 - -32 - - 1.0_- _ 1=1/2 x 1-1/4 x 1, 35RT3014012010 µ 1.65: 1'.5_8 �-1.80- 16 - '32 v 1_.1 1-1/2 x 1-1/4 x 1-1/4 35RT3014012012 1.82 1.75 _1.88 14� 28 _�_1.3 1-1/2 x 171/4.x 1-1/2 35RT3014012014 -1.94 �1.88 1.94 �14 --28 1.4 2 x 112 35RT3020004 1.49 1.49 {1.88 10 _ 2_2_ � 1.5 2 x 3/4 -� 35RT3020006-. 1.60' 1.60 _ 1.97- -10 20^ _1.6 - - _2 x_1 --^---- 35RT3020010 1.73- -11.73 2.02 8 16-7- 1.7 W 2 x 1 x 2 _ 35R_T3020010_020 -2.25 -- 2.02 2.25 8 r-,_- 16 1.9 ---2x 1-1/4' -35RT3_020012- 1.9_0 -- 1.90 _2.10 8� 16 -�1.9_� 2 x_1-1/4 x 2 _ -35RT3020012020 2:25- 2.10 2:25 8. - 16-� - 2.0 s }2 x 1-112 - 35RT3020014 2.02 2.02 _2.16 --8 16 2.1- 2 x 1-1/2 x.1/2 - 35RT_3020014004_ 1.49 1.41. 1.88 10_ 20__ 1.3 �2 x 1-1/2 x 3/4 35RT3020_01402_6_ 1.60 1.52, 1.97 - 10 20 1.4- 2 x_1-1/2 x 1 : 35RT3020014010 1:73 Vi_.65� 2.02 ~ 8. 16_ 1.5 2 x 1-1/2 x 1--1/4 35RT_302001_4012 1.90-y 1_.82- 2.10- 8 -16 �E1.7 q 2 x 1=1/2 x 1-1/2 35RT3020014014 '2.02 -1.94, 2;16 8. 16' -1.8 . Fig. 35BT3 Bull Head Tee Size part Number A B C Pac Ing Weight in in in in Inner Master Ib I IC3/4 x 1. '35BT3006010 1.45 1'A5 1.37 30 60 -0.6 _ _ _ --- . --- - 1 x 1-1/4 - _35BT3010012_ 1.67 1._67 _1.58 20 _- 4_0_ 0.9 1 x 1-1/2 3_5BT3010_014, 1:80_ 1.80 1.65_' 95 30 F'1:0 E: .A B 1 1/4x 1 x 1-1/2_ 35BT3012010014 1.88 1.80� 1.82 �155 30 -- 1.2 _ 171/4.x_1-1/2 35BT3012014-R1.884 . -1.88^ 1.82 .15 30 1.3 1-1/4x 2 35BT3012020 2.10 2.10 1.90 10 -20 1-1/2 x 1-1/4'x 2 35BT3014012020 '2.16 2.10 2.02 10 20 1.8'• 1-1/2 x 2 35BT3014020 -2.16 2AC -2.02 - 8P 16 J 1.8 SMITH-COOPER INTERNATIONAL® 'TOLL FREE 1-800-766-0076 FAX(323)8904456 wwwsmi.ihcooper_com 112- M I Ductile s 3.00 : . C UL Us O APPROVED . Fig. 35CP3 =Straight Coupling with Ribs LISTED . Size" part Number A Pac Ing Weight in in Inner Master lb 112 :35CP3004 _ '1.38 " : : 200 400 0.1 314 + 35CP3006 - 1.63 ^� 100 200 0.2 1 35CP3010 1.75 60 120 .0.4 - 1-1/4 A 35CP3012-� 2.00 �35 70 _-0.5 1-1/2 35CP301. 2 4 " " .� '2.19� �25 _ 50 � 0.7. 35CP3020 2.62 15 _ 30 1.2 _ _ 2-1/2 .. 35CP3024 .. 3�.00 9. 18-'. 2.2 3SRC3 =Hex Reducing_ Coupling Size Part Number A Pac Ing Weight in - in Inner Master lb 1 x 1/2.- "35RC3010004. 1.69. 80 •160 `0.3 A 1 xx 3/4' 35RC3010006 1.69 60 ' 120 0.4 1-1/4"x 3/4 35RC3012006: 2.06 40 80 , 0.6 2 x 1 (not hex)I�35RC3020010" 2.81 20 40 1.0 Fig.35HB3 -Hex Bushing. Size Part Number A Pac Ing Weight in in Inner Master lb .1 x 1/2' 35HB3010004 1.06 180.. _ 360 0:2 A 1 x 3/4 35HB3010006 1.06` 180 �360 0.1 . . 1-1/4 x 1 35HB3012010 . 1:19.. P 90. 180--- 0.2 �1-1/2x1 �35HB3014010� �1.25 - 75- �150 0.4 1-1/2 x 1-1/4 "35HB3014.012 1.25. : 75 150' 0.3. 2 x 1 _35HB3020010 _ 1.38 40 80 0.6 2 x 1A/4 35HB3020012 " 1.38_". 40.. 80 0.6 2 x 1-1/2 35HB3020014 ^1.38 40 Fig: 35SP3 -Square Head Plug Size' part Number A Packin Weight . in. in Inner Master. lb 1/2-. 35SP3004 0.94 600 1200. . - 0.07 3/4_. 35SP3006 1.12 350 700 - 0.1 .1 35SP3010 .25 :200. " " 400 : 0.1 . 1-1/4 _ 35SP3012T a 1.37 100 _ - 200 �0.3 1.-1/2 35SP3014 1.44' 80 160. . . " :.; 0.4 .. 2 35SP3020. 1.50 45 90 0.6 Fig. 351T 3-Union with-Brass Seat . .; f A: Size A Pac ing Weight in. Part Number in Inner. I Master Ib 1. 1 .35U.3010 .2.1.9. -20 40 1.0 .. 1-1/4 35U 3012 2.50 - 15 30 1.2 - - 1-1l2 35U 3014. L62, 10"- 20 1,7 . 2 35U.3020 3.12 6 12 2.4 118 SMITH-COOPER INTERNATIONAL® "o TOLL FREE 1=800-76670076 e FAX(323)8904456 t- ivAmsmithcooper.com . QllA�'YGl3c : ' ceus APPROVED Fig. 35X 3- Cross LISTEo � 1�, A Size A .. .Part Number Pac Ing Weight in in Inner Master Ib A 1- 35X_3010 1.50 20 40 0:9 1-1/4 ~� 35X 3012- - -1.75 - r_-12 1-1/2 35X 3014 _ 1.94.. 8 16 i 1.8 2 --^35X 3020 2.25 -- 6 -� 12 28 77 H H Fcg..35RX3.-Reducing Cross Size Part Number A B Packin Weight in in in Inner Master lb A 1-1/4 x_1 :35RX3012010 1.6_7 : 1.58_ 15. 30 - - --1-- 1-1/2 x 1 p _35RX3014010 1.80 1.65 12-� 24 ✓1.4- - - - - L. JA 2 x 1�-s 35RX3020010 �.2.02" : 1.73 8' .18 2.0 Fig. 35C 3-.Cap. Size Part Number A Packin Weight I in in Inner Master Ib A , 1/2 35G,3004 0.87. 300. 600 0.1 . 3/4 -35C 3006 r ~�0.97 200 ^�400T 0.1 1 35C 3010.. 1.16 110 220. 0.2 1 1-1/4 35C 3012 1.28 -70 - 140 0.4 �.1-1/2_ --35C 3014 P-1:33 50. 100.-- .0.5 _2_ 35C 3020 1.45 a 25 50_ _ 0.8_� 2-1/2: .` -:3503024: 1:70 18 36 - 1.6 Fig. 35BC3-Beam Clamp Size Part Number A PackingWeight. - in in Inner Master lb Aie- .22 Al 3/.8 35BC3003 0.75 100 200 0:3 1/2 T35BC3004 - T�0.75 -80 --- ---160� - 0.5 a SMITH=COOPER INTERNATIONAL® TOLL-FREE 1-806-76670076 FAX(323)890-4456 wwwsmiihcooper.com 114.. Fire Sprinkler Pipe Scheddle 10 and Schedule 40 Submittal FM.Approved and Fully Listed Sprinkler Pipe SCHEDULE 10 SPECIFICATIONS Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, NOMINAL NOMINAL C-UL and FM Listed. NPS NOM OD NOM ID WALL WEIGHT UL PIECES In. mm in. mm In, mm lbs./ft.,' kg/m 1 CRR' Lift Approvals and Specifications - Both products meet or exceed 1% 1.660 42.2 1.442" 36.6 .109 2.77 1.81 .2.69 7.3 61 ,the following standards:: '.l+h 1.900 48.3" 1.682. .42.7 J09 2.77 . 2.69 3.11 5.8 61 ASTM A135,Type E,Grade A(Schedule 10) 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93. 4.7 .37 .ASTM A795;Type E,Grade A(Schedule 40) 2% 2.875 73.0- 2.635 .66.9 .120. 3.05 3.53 5.26 3.5 30 NFPA 13 3 3.500 68.9 3.260 . 82.8 J20 3.05 4.34 6.46 2.6 19 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected 4 4.500 .114.3 4.260 108.2 .120 3.05 5.62 8.37 1.6 19 to the,toughest possible testing protocols to 5 5.563 141.3 5.295 134Z .134 3.40 7.78 .11.58 1.5. 13 ensure the highest quality and long-lasting .performance. 6 _ 6.625 168:3 6.357 161.5 .134 3.40 9.30 .13.85 1.0 10 - 8 8.625 219J 8.249. 209.5. .188 4.78 16.96 25.26 2.1 7 Finishes and Coatings" All Wheatland black"steel fire sprinkler pipe 'Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category MY.. •The CRR is a ratio value used to measure the ability of a pipe to withstand corioslom up to 6"-receives a proprietary mill Coating to Threaded Schedule 40 steel pipe is used as the benchmark(value of 1.0). ensure a clean,corrosion-resistant surface that outperforms and outlasts standard lacquer coatings.This coating allows the pipe to be SCHEDULE 40 SPECIFICATIONS .easily painted,without special preparation. Schedule 10 and Schedule 40 can be ordered in NOMINAL NOMINAL black,'or with hot-dip.galvanizing,to meet NPS NOM OD NOM ID WALL WEIGHT UL PIECES FM/.ULrequirements for dry.systenls that meet in. mm In. ! mm In. mm lbs./ft kg/m CRR' Lift the zinc.coating specifications of ASTM A795" - ' - - -- or A53.All Wheatland galvanized material is 1 1.315. _ 33.4 1.049 26.6 .133 3.38 1.68, 2.50 1.00 70 also UL"Listed. - 1.660 '42.2 1.380 35J J40 3.56 2.27 :3.39 1.00 51 Product Marking 1"+4 1.900 48.3 1.610 40.9 .145 3.68 2.72. 4.05. 1.00 44 Each length of Wheatland fire sprinkler pipe IS continuously stenciled t0 show 2 2.375 .60.3 2.067 52.5 J54 3.91 3.66 .-5.45 1.00 30 , the manufacturer,type of pipe,grade,size 'Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY. and:lengfFi.Barcoding is acceptable as a 'The CRR is a ratio value used to measure the abillty of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe Is used as the benchmark(value of 1.0). supplementary identification method. O'' '' UL $. uL O APPROVED • : • • PROJECT: CONTRACTOR: DATE: ENGINEER:. SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: ❑ BLACK ❑ HOT-DIP GALVANIZED Wheatland Tube 00 South Dock StreetWht9atland Tube 00 •• 1 info@wheatland.com • • JMCSTEELGROUP - -" (DTOLCO" abrandoINIBCO 00 Fig_ . 2 — Adjustable Band Hanger.. $ UL US LISTED Size Range _ Size 21/2" thru 6" pipe. PM Material — Carbon Steel, Pre-Galvanized Function — Recommended for the suspension of non-insulated pipe or insulated.pipe with Fig. 220 shield. �l Fig,.2NFPA accommodates the reduced rod schedule of the National Fire, Protection Association Pamphlet 13: . Approvals — Factory Mutual Engineering approved. Underwriters Laboratories Listed. Conforms to Federal Specification WW-H=171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. / Finish _ Pre-Galvanized Note = Available in Stainless Steel materials: ' B i Order.By — Figure number,pipe size and material. A Dimensions ,Weights Pipe Max.Rec. Approx. Size' Rod Size A B C Load Lbs.. . Wt./100 . - 21/2- 1/2* 53/4 .41A 15/8 600 41 . 3 1/2' 6 41/8 11/4 600 45 31/2 1/2* 73/8. 51/4 21/8 600 52 4 5/8* 73/8 5 . 16/8 1000 59 5 .5/8** 9. 61/a 21/4 1250 97 .6 3/4** 93A 61/2 .17/8. 1250 139 . OFFICWANUFACTURING.FACILITY•1375 SAMPSON AVE.•CORONA,CA'92879•PH: 951:737.5599•FAX: 951.737.0330 CUSTOMER SERVICE•800.786.5266 www.talco.com (g) TOLCO" Fig. 25 - Surge Restrainer US LISTED - Size Range — One size fits 3/4 thru 2" pipe. Material — Pre-Galvanized Steel Function.=.Designed to be used in conjunction with TOLCOO Band Hangers to restrict the upward.movement of piping as it occurs during sprinkler head activation or earthquake type.activity. The surge restrainer. is;easily and efficient- ly installed by.shapping into.a,locking position on.the band hanger. This product is intendedto,satisfy the requirements as,indicated in the National'Fire.Protection Association NFPA 13,' 2010.edition, 9.2.3.4.44.1 and 9.2.3.4.4.4-_Can be.used to restrain either.steel pipe,.or CPVC.plastic Pipe. Approvals — Underwriters' Laboratories Listed qnly when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA(UL) and Canada(cUL): ' Finish — Pre-Galvanized Order.By - Figure.number:and TOLCO band hanger,.size:from 3/4 thru 2". Patent#5;344,108 OFFICE/MANUFACTURING FACILITY!1375 SAMPSON AVE. CORONA,CA 92879•PH: 951337.5699•FAX: 951.737.0330 . CUSTOMER SERVICE•800.786.526(3 www.tolco.com m' OTOLCOO aww.fN1BC0 Revision 00: Component of State of Fig. 98 - Rod Stiffener California OSHPD Approved Seismic Restraint's System Fig. 98B - Rod Stiffener w/Break-off Bolt Head t Size Range _ Secures 3/8" thru 7/8" hanger rod =<_ Material — Carbon Steel Function _ Secures channel to hanger rod for vertical.seismic bracing. err' Approvals — Included in our Seismic Restraints Catalog approved ~� Mer by the State of California Office of Statewide.Health Planning andr�,� Development (09HPD).: For additional load, spacing and placement information relating to.OSHPD projects, please refer to the.TOLCO wi . Seismic Restraint Systems.Guidelines FIG. 98 Finish _ Electro Galvanized :; Note — Available in HDG finish or'Stainless Steel materials. Order*By — Figure number FIG. 9813 Fig..99 - All Thread Rod Cut.to Length Size Range —:Secures 3/8" thru 7/8" rod in' Dimensions. 1".increments Rod 'Max.Rec. Load'Lbs. Material — Carbon Steel Size .For Service Temp. Maximum Temperature = 750OF 650°F. . Finish — Plain 3/8 30 1/2 1350 Note —Available in Electro-Galvanized and 5/8. 2160 HDG finish or Stainless Steel materials. 3/4 3230 Order By — Figure number, rod diameter, rod M . . 4480 length and finish Fig. 100 - All Thread Rod Full Length Size Range — Secures 3/8" thru 11/2" rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750T Finish — Plain Note -Available in Electro-Galvanized and Dimensions *Weights HDG finish or Stainless Steel materials. Max Rec.Load Lbs. Order By — Figure number_, rod diameter Rod For Service Temps Approx. and finish Size 650°F . Wt./100. . . 1/4 240 12 3/8 .730 29 . 1/2 1350 53 . 5/8 2160 84 3/4 3230 . 123 7/8 4480. 169. 1 5900 222 1 1/4 9500 360 .11/2 13800 .5.10 OFFICEIMANUFACTURING FACILITY-1375 SAMPSON AVE.-CORONA,CA 92879-PH: 951.737.5599 FAX: 951.737.6330 . ® CUSTOMER SERVICE-800.786.5266 - www.toko.com Direct Fastening Systems;, General APPIication. Fasteners 3.2.1 1/4"-20 Studs X-EW6H-11,20;28,38 X=AL-H Shank diameter 0.145"(3.7 mm)for steel.Packaged in boxes of 100. . The Hilti X-AL-H Powder Actuated Fastener is designed for fastening intD high Thread'. .'Shank strength concrete(4500-7200.psi}and.steel{A 3fi-A 572 Grade 65}which is Description in.(mm). in.p1m) beyond the limits for standard fasteners.This zinc plated fastener-is available in EW61-1=10-12 FP8 3/8 00) 1/Z(121 lengths from 1/2"(12 mm)to 2-7/8"(72 mm)-. 'EW6H-20-12 FP8 3/4(20): 1/2(12). Shank Length Shank Dia. EW6H-28-12 FP8 1-1/8(28) 1%2(1'2): - - _� Description in.(mm) in:(mm) X AL H12THP 1/2(12)• 0.145(3:7) EW6H-38-12 FP8 ' 1,1!2(38) . 1/2(12) X-AL :9/16 t14} 0.145(3,7): , 3/8"-16 Studs X-AL-1-116 P8- 5/8(16) 0.145(3.7) X-AL-H19 PUMP 3/4(19): 0.158(4.0) Shank-diameter 0.205"(5.2 mm)for concrete:Packaged in boxes of 100.. X-AL-H22.P81THP.' .7/8'(22) 0,158{4.0) Thread Shank' X-AL-H27 P8 1:(27) 0,177(4.5) Description in.(mm) in.(mm) X-AL-H32 P8. 1-1/4(32) 0:177(4.5) �ttiuuIlteuXtttt t- W10-30-27 P10 1-3/16(301 1 (27) X-AL H37 P8: 1=1/2(37) .0,177.(4:5) W10-30-32 P1'0 1-3/16(30) 1-1/4:(32): X:AL-H42 P8 1-5/8.(42) 0:177(4:5) W10-30-42:P10 . 1-3/16(30) -1-5/8(42) X-AL-H47 P8 1-7/8:(47) 0:177(4.5). 3/8"-16 Studs X-AL-H52 P8. 2(52). 0..177(4.5) . X-AL=H57 P8 2-1l4(57) 0.177(4.5): Shank diameW'0.205"(5.2 mm)for steel.Packaged in.boxes of 100. X-AL-1-162 P8 2-1/2'(62).--0.177(4.5) Thread Shank. X AL-H67 P8 :'2-5/8(67) 0.177(4.5) ( Description. _ In:.(mm) in.{mrn} X-AL-M P8 .'2-7/8(12) 0.177(4:5) F' EW10-30-15 P10-- 1-3/16(30) 5/8'0 5)- X-CR X=ZF Fasteners with Pre-Mounted 23 mm.and 36 mm The Hiilti X-CR Corrosion Resistant Fastener Is a povdderactuated stainless steel . Diameter Steel Washers fastener.Made from a'proprietary material,the X-CR provides a level'bf corm-- . sibri resistance.equivalent tb AISI 316 stainless steel and is available in.l66gths, Combos.include 1000 fasteners and boosters packaged separately. from 9/16"(14 mm)to 2-1/8"(54 mm). Length. Shank Dia.. Shank Length. 'Shank Dia. :Description in,(rpm) in.(mm) Description in.(mm) in.(mm) ZF 27 P8S23 1(27}. 0.13$l3.5) X CR14 P8 9l16(1.4i .0:.145(3.7) ZF 32 P8S23 .1-1/4(32) 0.138(3.5).- . X-CR16.P8 5/8(16): 0:145.(3.7} ZF 37 P8S23 1-1%2(37) .0.138(3 5) X CR16 S12 5/8(16) 0.145(3.7) . ZF 37 P8S36', 1-1/2(37) 0:138(3.5)_ X'-CR18 P8 - 11116(18) .0;145(3:7) 542 PSS23 ` 1-5/8(42)' ;0.138(3 51 - X-CR21 P8 13/16(21) 0.145(3.7} ZF 47 P8S23 1-7/8(47).' 6.188(3 5) X-CR24 P8 15/16(24): 0.145(3.7) . ZF 52 NS36 2(52)' . 0:138(3.5): . X-CR29 P8 1-1/8(29) :0.145(3.7) ZF 62.P8S36 .2-1/2(62) .0.138(3.5) X-CR34 P8 1-5/16'(34) 0,145(3.7) ZF 72 P8S36 24/8(72) 0.145(3.7) X-CR39 P8 1-9/16(39) 0.145(3.7)' X-CR39 P8S12 .1=9/16(39) 0145.(17,) X-DNI,Fasteners with Pre-Mounted 15 mm and 36 mm X CR44 P8 1-3/4(44) 0158(4.0) . iameter Steel Washers X-CR44 P8S12 1-314 t441 0:158(4.0) R64ounted steel washer with DNI 32 P8 and DNI 72 P8. : X CR54 P8 2-1l8(541 0158(4.0) Shank Length Shank Dia.: Description. in:(mm) in.(mm) DNC27 P8S15 1:(27) 0.145(3.7) Al 32 P8S15 1=1A(32). 0.145(3.7) DNI 32 P8S36 1-1/4(32) 0.145.(3,7) DNI.72 P8S36' 2-7/8(72) 0145(3.7) Fastener Nomenciaturet Stud. _Nomenciaturel 1.The fastener name preceded by an 2.P Plastic washer 'Read washerType2acid 'V(e.g:X-EDNI16.P8),Indicates S=Steelwasher Thread Size Thread.Length Configurations Diameter(mm) a knurled shank for improved D=Double washer WasherType2 and Indicates. (1.plastic,.1 stile L _�� holding in steel.(Note:ESD 16P8 Collated Fastener p S 1 1 r Diameter(mm) X-DNI 37.P8 MX . .(sips of 1o) fastener does not utilize shank L Double washer(both steep W6 2Q 22�D12 �- knurling.} DP=Double washer(both plastic) Shank Length . : �j. 3, MX°at the e nd of fastenername Shank Length Orr) mm)' indicatesteners collated in .4 stipso10 - Mead lenm Shank niametei:. .. - _ Washer.0 Washers. TtceatlSlze Hilt!,Inc.'(US)1-800-879-8000 1 immus.hilti.com I en espanol 1-800-879-5000 1 HiltiC -800-363-458 I . www.ca.hiiti.com ( Product Technical Guide 2006 25 jDirect DX Fastener Technical Data 3.2.3 3.2.3.1 Technical Data Allowable Loads in Normal Weight Concrete 1,4 Shank Min. Concrete Compressive Strength Description Fastener Diameter Embedment 2000 psi 4000 psi 600D psi in. in. (mm) Tensionlb (M) Shearlb (M) Tensionlb (M) Shearlb (M) Tension lb (kN)' -Shearlb (M) 3/4 (19) 60 (027) 105 (0.47) 110 (0.49). 120 (0.53) - - Universal Nail X-DNI 0.145 1 25 145 0.64 185 0.82) 160 0.71 240 1.07)' -100 (0.44) 125 (0.56). 1-1/4 32 160- 0.71 290 129 230 1.02 330 1.4 200 0.89 250 1.11 14/2 -(38) 220 (0,98) 330 (1.47) 320 (1.42) 425 (1.89) - 0.138 3/4 (19) 45 (0.20) 75, (0.33) 60 (0.27) 105 (0.47) = - Standard Nail X-ZF2 & 1 (25) 85. (0.38) 150 (0.67) 90 (0.40) 200 (0.89) - - 0.145 1-1/4 32 130 0'.58 210 0.93) 130 0.58 290 1.29 - - 1-1/2 38 175 0.78) 260 1.16 245 1.09 360 1.60 - - Drywall Track Nail X-ZF22P8T 0,138. 3/4 (19) 55 (0.24) 130 (0.58) 90 (0.40) 170 (0.76). - - 3/4 (19) 65 (0.29) -70 (0.31) 90 (0.40) 95 (0.42j 126 (0.53) 125 0.56) High Performance Nail X-AL-H 0.177 1 - (25) 136 (0.58) 190 (0.85) 165 (0.73) 195 0.87) 180 (0.80) 280 (1.25) 171/4 32 135 0;60) 265 1.18 240 1.07 270 1.20) 240 (1.07) 440 1.96 14/2 38) 200 0.89) 340 1.51 240 1:07 460 2.05 - - High Performance Nail X-AL-H3 0.177 1-1/2 (38) 355 (1.60) 470 (2.09) 475 (2.11) 565 (2.51) - - 3/4 (19) 25 (0'.11) 35 (0.16) - - - - Limited Purpose Nail X-CF 0.145 1 (25) 50 (0.22) 160 (0.71) - - - - 1-1/4 32) 130 (0.58) 210 (0.93) - - - - 3/4 19 50 0.22 120 0.53 _ 125 0.56 135 0.60 - - Heavy Duty Nail ' DS 0.177 1_ 25 130 0:58) 195 0.87) 155 0.69. 240 1.07 - - 1-114• 32) 220 (0.98). 385 (1.71) 270 (1.20) 425 (1.89). - - •1-1/2 (38) 300 (1.33) 405 (1.80) 355 (1.58) 450 (2.00) - - 1/4-20 Threaded Stud XW6 0.145 .314 (19) 40 0.18) 55 (0.24) 40- (0.18) 55 0.24 - - 1 25 85 0.38). 195 (0.87) 110. .0.49 225 (1.00) - - 1 25 85 0,38 95 0.42) 100 (0.44) 105 0.47) - - 3/8-16Threaded Stud . W10 0.205 .1-1/4 (32) 175 (0,78) 345 .(1.53) 200 (0.89) 380 (1.69) - - 1-5/8. (41) 285 (1.27) 380 (1.69) 385 (1.71) 395 (1.76) - - 3/4 (19) 30 (0.13) 40 (0.18) 65 (0.29) 40 (0.18) - - Stainless Steel Nail X-CR 0,145• 1 25 55 0.24 185 0.82 120 0.53 190 (0.§5L 100. .0.44 170 0.76 1-1/4. 32) .110 0.49 290 1.29) -125'.(0.56) 300 1.33 120 . 0.53 440 .1,96 1-1/2 (38) 265 (1:18) 405" (1.80) 350 . (1.56). .450 (2.00) - - Drywall Track Nail X DW 0.118 5%8 (16). 20 (0.09) 55 . (0.24)- 45 (0.20) 55 (0.24). - - 3/4 (19) 60 (0.27) 65 (0.29) 90 (0.40), 65 (0.29) - - Drywall Track Gas Nail X-GN 0.118 3/4 19) 95 0.42 120 0.53) :95 0.42 120 0.53 - - 1 (25) 115 (0.51) 220 (0.98) 115 (0.51) 220 (0.98) - - Drywall Track Gas Nail, X-GHP 0.118 .5/8 (16) - - - - 50 (0.22) 100 (0.44)- - 3/8"threaded rod hanger X-HS W10 DNI 0.145 1 (25) 85 (0.38) .180 (0.80) 85. (0.38)' 180 (0.80) - w/pre-mounted fastener Knob Head Nails X-NK 0,145 1 25 85 0.38 165 0.73 145 0.64 215 0.96 - 1'/4"Rod Hanger X-RH1/4 C-DN127 0.145 3/4 (19) 45 0.20 - - - 1/4"Rod Han er X-11111/4"-C-AL-H22 0.145. 1/2 13 - - - - 20. .0,09 - Forming Nail SL 44/476 0.145 1 (25) 60 (0.27). 65 (0.29). - - - - SL 626 0.145, 1 (25) 75, (0.33) 75 (0.33) - - - - 1 The tabulated allowable load values are for the low-velocity fasteners only,using a safety factor that is greater than or equal to 5.0,calculated in,accordance with ]CC-ES AC 70.Wood or steel members connected to the substrate must be investigated in accordance with accepted design.criteria: 2 X-ZF fasteners with a shank length of 2-7/8 in.have a shank diameter of 0.145 in.All other X-ZF fasteners.for concrete have shank diameters of 0.138 in. " 3 X-ALH Fastener with DX-Kwik drilled pilot hole installation. 4 Multiple fasteners are recommended for any attachment. 5 _Available in Canada or by special order. 6 For temporary fastening of formwork only. Hilti,Inc.(US)'1-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hilti(Canada)Corp.1:-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006 29 Direct Fastening Systems 3.2.3 DX Fastener Technical Data Allowable Loads in Minimum f'c 3000 psi Structural Lightweight Concrete',s Fastener Location Fastener Shank Min. Installed Into Concrete Installed Through Metal Deck- Description Fastener :Diameter Embedment Into ConcreteZ3 In., in. (mm) Tension @. (kN) Shear lb .(W)" Tension lb(W)- Shear lb (I M- -3/4 (19) " 120 0.53) 180 (0.80)' upper Flute, ' Lower Flute Universal Nail X DNI 0.145 1 25 175 0.78 185 0.82 225. 1.00 115 0.51 320- 1.42 1,1/4' 32 240' "1.0 315. 1:40 365: 1.62 : 205. 0.91 420 1.8 1-1/2 (38) 300 1.33 365 (1.62) 480 (214) 280 " (1.25). 450 .(2.00) 3/4' . .09) :-110 - (0:49) 175 '(0.78) 120 :(0.53) 35 "(0.16) 265. (1:18) Standard Nail " X ZF5 0.138.&0.145 1 25 135 0.60".: 180 0.80 .215 0.96 . 65." 0.29 315 1.40) 1-1/4- 32 220 0:98) 260 1.16 250 1.11 200 0.89 405" 1,80 ' 1-1/2: 38 285. " 1.2 315 (1.40). - -285. . 1.2 -210. .0.93 415: 1.85 . Drywall Track Nails X-ZF 20 THP 0.138 5/8 (16) 55_ " .(0.24) 110 .(0.49) _ 55 0.24 110 (0.49 X-ZF 22.P8"T : 0.138 ..3/4. 19 110. 0.49 220 0.98 :120. 0.53 60:" 0.2 260 1.16 Limited Purpose Nail X-CF 0.138 . 1: 25 130 (0,58), 165 0.73 130 . 0.58 165 .013 . Drywall Track Nail X DW 0.116. 3/4. 19 100 0,44 180 .0:80 70 • 0.31 : 35" (0.16).. 170 0.76 1 (25)'. 165, (0.73) 210 (0.93) 165. 0.73 110 0.49 270."(1.20). Drywali Track Gas Nail X GN 0.118 3/4 19). 115," 0,51 140 0.62 -75 0.33 " 85 " 0.38" 175 0.78 _ 1 25 _ 170 0.76 -220 ' 0.98 155 0:69 160, . 0.71 - 255_ 1.13 -3/4 .19 .115 (0.51). 155 0.69 .115 0.51 - 155 . 0.69 High Performance Nail X-AL-H 0.177 1 (25) 225 (1.00) 350: :(1.56). .225 (1.00) 120 (0.53): 340 (1.51) 1-1/4. 32 330. 1:4 475 2.11 330 1.4 195 0.8 385. 1,71 1-1/2. 38 285. 12 585, 2.60-. 3/4: 19. 100 0.44 200 0.89 100 " 0.44 - 200-" 0.89 ' Heavy Duty Nail DS4. 0,1,77 1 (25) 180 . 0.80) : '360 (1,60) 180 (0.80). 180 (0.80) 405. (1.80) . 1=1/4 32) - 300 1.33 520 2,31 300 1.33 250. 1.11 515 2.29 1-1/2, (38Y 450 2.00 - 680 3.02• 450 2.00 325 1.45 _ 625 2.78 1 .25 230: 1,02. . 240 1.07. 230 '1.02 240 1.07 Stainless Steel Nail X CR -"0.145 1-1/4 (32).. 320 (1.42) 400 .(1:78) 320 .1.42 400 " "(1.78 1-1/2. (38) 405 (1.80) 500 2.22) 405..(1.80) 500, (2.22) 1 25 175 0.78 -185 0.82 175- 0.78" . 185 0.82 .'. Knob Head Nail? X NK 0.145 1-1/4 32 240 1.07 280 :1.25 240 1.07 280 1.25 1-1/2 . (38) . 300 (1,33 295 (1:31) 300: (1.33). 295_ (1.31) -1, (25) 175 (0.78)' 185' "(0.82) - 175 (0.78) 185 (0.82) 1/4-20Threaded Stud -X-W6 0.145 1-1/4. 32) . ' 240 1.07 315 1.40 240 :(1.0,7) 315. 1 AO) " 1-1/2 38)` - 300 1.33 365 "1.62 300 . 1.33 , 365 1.62' . 1 25): 265 (1.18) 190 (0.85) 160 (0.71)" 3/8-i6 Threaded Stud W10 0.205 1-1/4: (32) : 280. (1.25) 380 -(1.69)- 160. 0.71). .70 (0.31) 470' (2.09) 1-5/8" :(41) 445: .(1,98): 540. (2.40)- 455 '(2.02) 335 (1.49) 675 :(3.00) . 1 The tabulated allowable load values are for the low-velocity fasteners_only,using a 3 Structural lightweight concrete fill above top of metal deck shall be a minimum . safety factor that is greater than or equal to 5.0,.calculated in accordance with of 3-1/4 inches deep. ]CC-ES AC 70. Wood or steel members corinected to the substrate must be inves 4 DS fasteners installed at 1 1/2 in•embedment through steel deck into the lower flute tigated in accordance with accepted design'criteria. must be installed at a minimum distance of 6 inches from the edge of the floor deck, 2 The steel deck profile is 3-inch deep composite floor deck with a thickness of 5 X-ZF fasteners with a shank length.of.2-7/8 in.have a shank diameterof 0:145 in. . 20 gauge(0.0359 in.). Figure 1 shows the nominal flute dimensions,fastener All otherX-ZF fasteners.for concrete have shank diameters of 0.138 in. locations,&load orientations for the deck profile. 6 Multiple fasteners are recommended.for any attachment. 7 Available in Canada or by special order. Fig•1: Hilti Fastener. Hilt'Powder-Driven Fastener " Location in 3" 3,000 psi Lightweight Concrete Deep Composite 12i -. Floor Deck. �. min.3 4-1/2"min. Direction of Form Deck_ shearload Lower Flute Location on fastener 4-1/2"min." 7-1/4"min. " Upper Flute Location Min.Edge Distance Direction of tension load on fastener 30 Hilti,Inc.(US)1=800-879-8000 1 www.us.hilti.com I en espanol 1-800-87975000 1 Hilti(Canada)Corp.1-800-363-4458 1 www.ca.hitti.com I Product Technical Guide 2006 Direct Fastening Systems OX Fastener Technical Data 3.2.3 Allowable Loads Into Minimum f'c=3000 psi Structural Lightweight Concrete Over 1-1/2" Deep,B=Type Steel Deck 1,5 "•FastenerLocation Fastener Shank Min." Installed Through Metal Deck into Concrete 2,3 Fastener " Description Diameter" Embedment. Tension MAN) Shear lb(kN) • in. -in.. mm - Upper Flute Lower Flute" " Drywall,Track Nail ' . X-DW .0.118 3/4. .(19) 105 .. 0.4 65." 0:29 315. 1.40 Drywall Track Nail- X-DW 0.118 1 25 .210 0.93 185, 0.82 350 . 1.56 Drywall Track Nall': X-ZF22P8T. 0.138•. . :3/4 19 W 0.40 . 110 0.49 295 1..31 Drywall Track Gas Nail . . X-GN 0.118 3/4 19" 75 0.33 : 85 0.38 ". 175 0.78 Drywall Track Gas Nail . . X-GN. 0.118 . .' _"1 -. 25 155 0:69 160." 0.71 255 1.13 Standard Nail. X=ZF4' 0:138&:0:145 3/4 19 80. 0.36 80 0:36 315 1.40 - Standard Nail X-ZF4 0:138&0.145: 1 : (25) 205 . (0.91.) 205 (0.91) 445 --- (1.98) 1 The tabulated allowable load.values are for the low-velocity fasteners only,'using a safety factor that is greater than or equal to 5,0,calculated in accordance with ICC-ES AC 70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria 2 Steel deck profiles are 1-1/2"deep,B-type deck with a thickness of 20,gauge(0.0359 in.thick steel),Fasteners may be installed through the metal deck into light-weight con- Crete having both nominal&inverted deck profile.orientations with a minimum lower flute width of 1-3/4"or 3-1/2",respectively.Fasteners shall be placed at centerline of deck flutes..See Figures 2&3 for additional flute dimensions,fastener locations,and load orientations for.both deck profiles: 3. Structural lightweight concrete-fill above top of metal deck shall be a minimum 2-1/2-inches deep. 4 X-ZF fasteners with,a shank length of 2-7/8"have a shank diameter of 0.145 in.All other X-ZF fasteners for concrete have shank diameters of 0.138 in. ` 5 Multiple fasteners are recommended for any attachment. Fig 2:Hilti Fastener Location in.1-1/2"Deep Composite Floor Deck, Nominal Deck Profile Orientation . Hilti Power-Driven Fastener. 3,000 psi Lightweight Concrete 6 min:2-1/2" Direction of shear load Form Deck on fastener: 1-3/4" 2 1/2" 7/8" Upper Flute Location Edge Direction of I Distance 3-1/2" Lower Flute Location tension load on fastener- / Fig 3:Hilti Fastener Location in 1,1/2"Deep Composite Floor Deck, Inverted Deck Profile Orientation Hilti Power-Driven Fastener B 3,000 psi Lightweight Concrete 0. min.2-1/2'+ Direction of �- Form Deck shearload 1-3/4" 1-3/4 on fastener Edge Upper Flute Location Distance Directionrof 3-1/2" Lower Flute Location. tension load on fastener 1 Hilti,Inc.(US)1-800-879-8000 1 wwW.us.hilti.com I en espanol 1-800-879-5000 1 Hilti(Canada)Corp,1-800-363-4.458 1 www.ca.hilti.com I Product Technical Guide 2006 31 Intermediate Model #25/255 Steel Rod Coupling APPLICATION.:An.intermediate accessory designed to join two:lengths of similar UNC threaded rod. NOTE: Instailer must-thread rod ends into coupling equally until they meet in the middle of.the coupling. `°R NOTE:Available in HD finish L Part No'. RS.' L` Max: Recom. Finish* Load Ubs) 0250025EG 1/4. '7/8 . 240 : EG 0250037EG 3/8 : :1-3/4 :610 -EG 0250050EG .: 1/2 1-3/4. 1130 . EG 0250062EG 5/8 2=1/8 '1810 EG 0250075EG. 3/4 2-1/4 2710 EG 0250087EG' 7/8 2-1/2 3770 EG = 02550037EGt - 3/8 . 1-1/8 , N/A EG. 02550050EG' - 1/2'. 1'1/4 N/A EG' t Short coupling . Model 425R Reducln-g Rod Coupling -1: RS1 APPLICATION::An intermediate accessory designed to-join dissimilar sizes of.UNC rod. NOTE: Never usesmaller rod sizes than the minimum rod sizes noted in ANSI/MSS=SP=69: For,specific pipe sizes see page 111. ZA 1,"RS Part No. IRS RS1 L' Max._Pipe Max. Recom. Finish* Size. Load 1lbs.) : :0251R3725EG-: : 3/8, 1/4 1 -: : 3/8 . 240 . EG 025R5037EG- 1/2. 3/8 1-1/4 : : 2 -.610 EG'. 025R6250EG 5/8 1/2 .1-1/4. 3-1/2 1130 EG' HS Model #26 F Malleable Extension Piece. APPLICATION:An intermediate accessory which may attach to:the side, H I of a structural,member or to a beam clamp. May be used'in conjunction. . �� With Models:.#360. Part No. RS H MRI A HS Max. Recom: Finish* Load-(lbs.) 0260037PL 3/8 2-1/16 5/8 3/4 1/2 610 PIL 0260050PL:_ - 1/2, 2-3/8 11/16 :3/4 ._ 1/2 1130- PL 0260062PL: .5/8. 2=1/2 7/8 11/16 1/2 .1550 PL, . . 0260075PL 3/4 2-1/8 1` 13/1 .12 ' 2100 PL 0260087PL 7/8 3=1/16 1.-1116 13/.16 9/16 2350 PL All dimensions are in inches unless.otherwise noted. . *See page.2 for finish-and material,descriptions.All material is:Carbon Steel unless-otherwise-noted. :42 Phone: 800-333-0852 Fax:800-677-5403 www.erico.com . ZEPHYRHILLS FIRE DEPARTMENT 38410 6th Ave Zephyrhills, FL 33542 FIRE SERVICE USER FEES increase 1/1/2018 Occupancy No.: Plan No.: Contractor: r 11 EA_ r G Business Name: Billing Addre s: x4'! yo T + Business Address: At l3 o Business Phone'.No.: Billing Phone No.: Business Fax No.: Billing Fax No.: <sy- 3-P-7— 3&d_,? Contact:' Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE Annual- Education,healthcare,De tention&Correctional Public Assembly,Business, schools, Storage,Mercantile and -Churches Site Plan N/C Industrial. no charge Sprinkler $50 `Multi-Famlly/Commercial .03 sf up to 800 sq ft $ 24.00 Standpipes $50 (Minimum Charge$24.00 801 -1,500 sq ft $ 34.52 Fire Pump $50 0 Plan Revisions DBL. "'1,501-2,500 sq ft $ 60.02 Hoods $50 2,501-3,500 sq ft $ 90.02 Fire Alarm $50 SPRINKLER SYSTEMS 3,501-5,000 sq ft $ 127.52 LP Gas $50 0-.25-Heads $50 5,501-7,500 sq ft $ .187.52 Natural Gas $50 26 plusl Heads $100 7,501-10,000 sq ft $ 262.52 Fuel Tanks- per tank $50 -STANDPIPE.SYSTEM 10,001A5,000 sq ft $ 375.02 Sparklers $100 �'.Per Riser $50 15,001-20,000 sq ft $ 525.02 Fire Works $500 FIRE PUMP 20,001-30,000 sq ft $ 750.02 Camp Fire(recreation: $25 Per.Pump $100 30,001-40,000 sq ft $ 1,050.02 Controlled Bum(15da; $100 FIRE ALARM SYSTEM 4,0,001=60,000 sq ft $ 1,500.02 Hood/Duct $50 0-25 Devices $50 80,001=80,000 sq ft $ 2,100.02 Place of Assembly $50 Annual 80,001-($2,100.02)per 26 plus.Devices $100 ea add 11000sq ft $ 0.06 Fire Protection $25 SUPPRESSION SYSTEMS. (Business closed until Flammable Application $50 Annual Wet $50 violations corrected) Waste Tire.Storage $50 Annual Dry $50 SPRINKLER SYSTEMS Generator.<KW $100 CO2 $50 ;Hydro Undergrounds $45 Generator>30 KW $100 Other $50 Hydrostatic Test $65 per system Bio-Hazard Waste $100 Annual KITCHEN.EXHAUST Acceptance Test $45 per system Fumigation Tenting $50 Hood/Ducts $50 Hydrant Flow $75 Torch Pot/Applied $50 .OTHER Haz.Materials $50 Annual 8 LP Installation per tank $50 FIRE ALARM SYSTEM Fuel Tank Installation $50'11"System,Acceptance $50 (Per"Tank) $50 LJ-Recall Acceptance $50 Natural Gas Installation $50 OTHER (Per System) 'Flee WalUSmoke Wall $15 perwarl Spray Booth $50 LP Gas $25 per tank Natural Gas $25 per system Tent 10'x10'or greater $15 per lent Fire Pump $45 :Fire Suppression $30 System Acceptance ,Exhaust Hood/Duct $30 Re-inspection DBL (other than annual) Inspection scheduled DBL and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Acce $50 PLANS TOTAL F 1�:-51 INSPECTION TOTAL S PERMIT TOTAL 5 GRAND TOTAL -71 Comments: Date: f)cdLd Inspector: - see back nlh wF 1_F _ ��,_:,s5, T$�'•�t;:.".'."�_:,...�..... .._,-e-. ...^_*��.:::t,ChT�:�=:^+r^fig^_i:2tc a.Pr.`.G';;�Fu:a.'xSu�;7Mrcanc•.•»c�:a•e.'.a,r:x-,.:ms'S,.�Ycmr..->r.�ccscw.m... r.,.T*.--.*mr....+....�,...a,.-..--.-....»..-.---.....--..--..- FALSE ALARM FEE 1 st Alarm N/C 2nd Alarm N/C 3rd Alarm -N/C e 4th Alarm $100 5th Alarm $150 6th Alarm $200 NON COMPLIANCE $150 Cont.Annual Inspection Fees 3-11 Units price per unit $ 5.36 12-25"Units price per unit $ '4.82 26-50•Units price per unit $ 4.29 51-100 Units price per unit $ 3:75 100 or more Units price per unit $ 2.68 Fire Safety re-inspectiorfAypes First Re-inspection N/C Second re-inspect $75 Third re-inspectior $ '125.00 Inspection:scheduled but-cancelled•24hrs $ 50.00 TOTAL' nlh I i y l = t.. r c gay i f 00 CL d 8 C40 O fl 0 b 3r W f 0-0 Co ft &NIN - co 196 �M� N� me1 „ Q Al. e ois su � 8 73 osmsomm 1I t .ry j fCQiBmW1Ffa6= •• j i 1' 4, �I t • ' 1 _ �; 1 �IGgott�iLpD��A1 �A a f � • SL R FN JL ' Rtj IL s YJ ¢ 8 $ 1�1 •O '4 �_ S 0 NCO CO a �. Cc Ell SL IL pit s 8IL A 4R s rr 03 IL CO b j c) CS e R co f � o i i ow � � m { t _ S t