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19-21985
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21985 BUILDING PERMIT PERMIT INFORMATION "LOCATION INFORMATION Permit Number: 21985 Address: 38011 PRETTY POND RD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: NEW CONST/COMM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR COMMONS Est. Value: Parcel Number: 35-25-21-0010-00700-0000 Improv. Cost: 3,119,024.00 - OWNER INFORMATION Date Issued: 10/29/2019 Name: , SF ZEPHYR COMMONS OUTPARCELS 1_11 Total Fees: 104,148.54 Address: 100-2851 JOHN ST Amount Paid: 104,148.54 MARKHAM ON L3R 5R7 CANAND Date Paid: 10/29/2019 Phone: 678-977-3362 Work Desc: CONSTRUCT NEW MINI STORAGE 77, 676 SQ FT - 6 BLDG CONTRACTORS APPLICATION FEES J RAYMOND CONSTRUCTION BUILDING FEE 16,105.81 DOUGLAS ELECTRIC SEWER CONNECTION COMMERCIAL 16,234.28 SEALANDER CONTRACTOR SERVICES IN ELECTRICAL FEE 3,536.21 PAYNE AIR CONDITIONING & HTG INC WATER CONNECTION COMMERCIAL 7,845.28 RAPID BUILDING SOLUTIONS PLUMBING FEE 2,357.47 TRAFFIC IMPACT FEE 99% 25,309.43 MECHANICAL FEE 1,650.23 TRAFFIC IMPACT FEE 1% 255.65 U 0V WATER METER COMM 1" 881.69 Z 0 FIRE PLAN REVIEW FEES 2,330.28 FIRE INSPECTION FEES 75.00 POLICE IMPACT FEE 12,661.19 Inspections Re uired 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. C6NAA&OR 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-813-780-0021 Building Department Todd Addison-North American Development Group Date Received _ Phone Contact for Permitting 15 977 3362 Owners Name SF Zephyr Commons Outparcels,LP Owner Phone Number 561-578-8710 28511ohn Street,Suite One,Markham,ON,L3R SR7,Canada Owners Address Owner Phone Number Fee Simple Titleholder Name I SF Zephyr Commons Outparcels,LP Owner i hone Number Fee Simple Titleholder Address 1 2851 John Street,Suite One,Markham,ON,L3R 5117,Canada JOB ADDRESS 38011 Pretty Pond Rd,Zephyrhills,FL 33541 LOT# SUBDIVISION PARCEL ID# 35-25-21-0010-00700-0000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN 0 Q DEMOLISH ® INSTALL e REPAIR PROPOSEDUSE = SFR Q COMM ® OTHER ISelfStorage-warehouse TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL DESCRIPTION OF WORK New Construction of self-storage facility on an undeveloped parcel 6 buildings BUILDING SIZE otal footprint 54,100 sq.ft. SQ FOOTAGE 77,676 HEIGHT 14' BUILDING $ 2,689,071 VALUATION OF TOTAL CONSTRUCTION $3,119,024 ELECTRICAL $ 258,700 AMP SERVICE 600 = PROGRESS ENERGY = W.R.E.C. PLUMBING $ Property was graded during original EZ[ 43,749 construction but FEMA map was not updated. Property is out of flood ®MECHANICAL $ 127,504 VALUATION OF MECHANICAL INSTALLATION plain and application has been made to FEMA to update their maps N/A GAS = ROOFING = SPECIALTY = OTHER accordingly FINISHED FLOOR ELEVATIONS Upper level-122.67'ASML FLOOD ZONE AREA =YES NO Lower level-112'AMSL 1 J--• i i . 0 BUILDER COMPANY Tr'- SIGNATURE �_I_. _ I REGISTERED I Y/ N I FEE CURREN Y/N Address License# Tom-, .-- ELECTRICIAN s I COMPANY SIGNATURE I I REGISTERED I Y/ N I FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address_,I License# -- 2 r"ECHANICAL l J �,`s I COMPANY SIGNATURE I I REGISTERED I Y/ N FEE CURREN Y/N V License# J (1� OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN LILN Address License# 1111111111111111111111111111111111111111111111111111111111111111111 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,Storrnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)settof Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater 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. rrl a . . . . . . . . Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) I Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Foot I age) Driveways-Not over Counter if on public roadways..needs ROW i I 813480-0020 City of Zephyrhills Permit Application I-ax-61J-row I Building Department Date Received Et2n2 Contact for PermittinR rrrrr=... Owner's Name Owner Phone Number Owner's AddressF-- Owner Phone Number Owner Phone Number JOB ADDRESS LOT# SUBDIVISION PARCELID#1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRED ADDIALT SIGN DEMOLISH R INSTALL " REPAIR PROPOSED USE = SFR Q COMM OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME STEEL DESCRIPTION OF WORK SQ FOOTAGE BUILDING SIZE HEIGHT 1111-111 =BUILDING 1$ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE Q DUKE ENERGY Q W.R.E.C. =PLUMBING 1$ =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO '�l�UILOER COMPANY 9IGNATURE 2!:� REGISTERED I Y/ N FEE CURREN Y/N A - Address_ lafra) Igg, La-ekf D4A jR, WT5DLicense# ELECTRICIAN COMPANY SIGNATURE REGISTERED YIN I FEE CURREN LKLN J Address License# PLUMBER 'COMPANY SIGNATURE REGISTERED Y/ N FEE CURREh L_yl N__J Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURP0, N Address License# OTHER CID PANY = SIGNATURE REGISTERED I YI-N FEE CURREr, LXLN J Address License# F H 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,Stormweter Plans w/Slit Fence installed, Sanitary Facilities&I dumpster,Site Work Permit for subdivisichs/larje projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page:(1)set of Energy Forms.R-O-W Permit for now construction. Minimum ten(10)working days after submittal datel Required Dnsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&I 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 ofAttomay(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(PIotfSurvey/Footage) Driveways-Not over Counter If on public roadways..needs ROW 813-780.0020 City of Zephyrhills Permit Application Fax-813ae0-0021 Building Department Date Received Phone Contact for Permitting If ) Owncrs Name Owner Phone Number Owners Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT III SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT =' SIGN = = DEMOLISH B INSTALL e REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL Q, DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT L� =BUILDING S VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL S AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING S =MECHANICAL S VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY =. OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# ELECTRICIAN COMPANY Q=G L4S' 'C 1 11)L T/v<- SIGNATURE rr n REGISTERED N FEE CURREN Y/N ^, Address 36.E CGV,ti'F�'✓[:�f����Q LI 1 F—M ' License III a�7� PLUMBER COMPANY SIGNATURE REC I Y/ N I FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y1 N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIItllltltlllltlllllllllllllll11111111111111111 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 wl Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivislons/large 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 wl 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; FlII out application completely. Owner'&Contractor sign 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(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhifls Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact-for Permitting F Owner's Name Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS LOT# SUBDIVISION PARCELID#J (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH R INSTALL F-� REPAIR PROPOSED USE = SFR COMM OTHER TYPE OF CONSTRUCTION = BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING 3 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL is AMP SERVICE PROGRESS ENERGY F--J W-R.E.C. =PLUMBING is =MECHANICAL is VALUATION OF MECHANICAL INSTALLATION F---1QAS = ROOFING M SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS ---] FLOOD ZONE AREA DYES NO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILDER COMPANY r i SIGNATURE F REGISTERED I YIN FEECURREI, YfN Address License# F— ELECT.RICIAN COMPANY [ SIGNATURE REGISTERED Y/ N FEECURREN L)�N ,led Address License# PLUMBER COMPANY SIGNATURE P6EGISTERED I Y/ N FEECU:RREN I YIN — �47 Address License# 5 � MECHANICAL. COMPANY [ SIGNATURE j REGISTERED I Y1 N FEECURREI, YIN-. Address License# OTHER R EG COMPANY YIN SIGNATURE ISTERED Y1 N FEE CURREN Ly _J Address Lirense# 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&I dumpster;Site Work Per*mit for subdivisionsnarge 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(ii))working days after submittal date. Required onsite,Construction Plans,Stormwater Plans%X4 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$2600,a Notice of Commencement Is required. (A/C upgrades over$7500) Agont(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PE*RMrrTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades AIC Fences(Plot(Survey/Footage) O.riveways-Not over Counter if an public roadways-needs ROW 813.780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received TTr7-r rt;V Phone Contact for Permitting t r Owner's Name Owner Phone Number ; Owners Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS - LOT# ^-� SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR 8 ADD/ALT = SIGN = DEMOLISH INSTALL' REPAIR PROPOSED USE = SFR = COMM 0' OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL 0 DESCRIPTION OF WORK I BUILDING SIZE -77 SO FOOTAGE HEIGHT TI"T'T. . . . ITITI"T. . . . . ITITtTrI"ITIT."PT'1"'1"Tr�rTl"ITIT ITITf =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ - I AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =OAS ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . .-.s-. _.rat.:-s s -�t-�. t t f . . . s:.-....-.-ems- ... .. .-...s.l.;rr.. BUILDER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N ' Address" _ __ _ _ ___ License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N "FEE CURREN Y/N T ' Address _ - v License# � MECHANICAL _ COMPANY FA r N� /C = 14C.4 7 1^te,j SIGNATURE �y REGISTERED Y r N FEE CURREN YY N—y ry Address �� -d 1 L.�f}lV� � Lj�G-[, Mb License# G�G a ! O OTHER COMPANY - I SIGNATURE REGISTERED Y/ N FEE CURREN "-Y./N Address License# tittttitlttitt � ittttttlltlllli"liiiietlttttttt � iitt � � iiilt-illttt � iit RESIDENTIAL Attach(2)Plat 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 wl Silt Fence installed, Sanitary Facilities&1 dumpsler,Site Work Permit for subdivisionsNarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for"new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed. Sanitary Facilities&i 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. i r r-t•ect i I I. I a-1-.fit--1--F.Fi.E-F-i . .--.�1-i-1-Fri-f+E.i.l-7T.....� Do nns::: Fill out application completely. owner&Contractor sign 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(Plot/Survey/Footage) " Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 _ City of Zephyrhills Permit Application Fax-813-780.0021 Building Department Todd Addison-North American Development Group Date Received Phone Contact for Pemtit� 'i 678 t 977 _ 3362 s,1 r 1 Owners Name SF Zephyr Commons Outpercel5,LP - I Owner Phone Numhar 561 578-8710 'I 851 John Street,Suite One,Markham,ON,L3R 5R7,Canada Owners Address (� —� Owner Phone Number t Fee Simple Titleholder Name SF Zephyr Commons Outparcels,LP I P _ _ I Owner Phone Number I I Fee Simple Titleholder Address 2851 John Street,Suite One,Markham,ON,L3R 5117,Canada JOB ADDRESS (38011 Pretty Pond Rd,Zephyrhills,FL 33541 _- -� LOT SUBDIVISION PARCEL IDS 35-25-21-0010-00700-0000 (OBTAINED FROM PROPERTY TAYNOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR [] COMM OTHER !Self Storage-warehouse y�_ TYPE OF CONSTRUCTION Q BLOCK Q FRAME O STEEL ) DESCRIPTION of WORK New Construction of self-storage facility on an undeveloped parcel 6 ildingi BUILDING SIZE Itorntlootprim I �77 676 54,100sq.ft SOFOOTAGEI=--Ji HEIGHT 14' =. r-rrrr- rrrrrrveTr BUILDING $ 2,6B9,071 VALUATION OF TOTAL CONSTRUCTION $3,119,024 ELECTRICAL $ 2580700 AMP SERVICE 600 Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING S Property was graded during original 43,749 construction but FEMA map was not MECHANICAL $ 12T504 VALUATION OF MECHANICAL INSTALLATION updated. Property is out of flood , plain and application has been made to FEMA tc update their maps N/AIoAS ROOFING SPECIALTY = OTHER accordingly FINISHED FLOOR ELEVATIONS Upper level-122.67'ASML FL000 ZONE AREA =YES NO ;- -•• Lower level-112'AMSL - f i 1 . t . J I i l BUILDER I COMPANY - SIGNATURE _ r REGISTERED Y/N FEE CURRL / _ Address - - - - Licenselif - - ELECTRICIAN j COMPANY SIGNATURE .,J REGISTERED ! - FEECURREN YIN - - f�_ Address I _ _ _ _- License p PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEECURRMM / Address -- - - License# _ _ MECHANICAL COMPANY I t � YJ1I�` G _N C.4r/IV er,. LNG SIGNATURE �( I REGISTERED ICYL N I FEECURREE Y/_N r Address iO FI �Q' EAFf4E/2 tAKELr4Al /$///0 I _ l - License i! _[�/'�G OTHER f COMPANY - SIGNATURE REGISTERED L Y/ FEECURRFA - Y N - Address --- -�� -� License# - IIIIIIIIIIIl1111111t11111111111111111t111i11111111111111111111i1111 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,Stor irmter Plans w7 Stlt Fence installed. Sanitary Facilities&1 dumpster,Site Work Permit for subdlvislonallarge pmjecls 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•Constriction Plans,Stonmwater Plans wl Sill 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. -L. r _a. ' .�i.�6.9--.-r. -r4-iml+d�l-i--i-D..i•-l-o�•.�- Direction.: Fill out application Completely. Owner&Contractor sign back of application,notarized If over$25G0,a Notice of Commencement Is required. (A/C upgrades over$7600) Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized teller from owner authorizing same OVER THE COUNTER PERMITTING (copy of conbacl required) Reroofs If shingles Sewers Service Upgrades A/C Fences(Plot/Surveyff'ootage) Driveways-Not over Counter if on public roadways..needs ROW 813.780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting — T Owner's Name Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADD/ALT = SIGN 0 0 DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREK Y!N Address F7 License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREA Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREK Y!N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED " Y! N FEE CURREN I Y/N Address License# OTHER COMPANY 'buildinctSulu}ion SIGNATURE a REGISTERED Y/ FEE CURREA YltN r Address 350 %1A 01 �l i t 5l(Lte l W(t1}2Y F License# 11111111111111•IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111 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,Stonnwater Plans w/Slit Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large 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,Stormwater 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$250D,a Notice of Commencement is required. (AIC 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 .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—Homeowners Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that 1 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 8, 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 1 am the AGENT FOR THE OWNER,1 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 �e+y1�3ti;r NAg ////i/ IMPROVEMENTSPAYING TWICE FOR O O OBTAINUR PROPERTY. IF YOU INTEND TO WIT14 O R LEND R OR AN ATTORNEYBE C FORE RECORDING YOUR NOT E OFCOMMENCEMENT. CONSULT �T/ �ORIDA JURAT(F.S. 23 �'c/'•• OIERORAGENT CONTRACTOR • O ply •2p 9 iscril and sworn o(or a re me this L,� Subscribed and to (o;a(fi )befor me is t =s/are personally knownto me or hasthave produced who isfare personalty known o me or hasthave produced r91670 as identification. as identification. Commiss N Notary Public Commission No. Notary Public El 17 Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped DocuSign Envelope ID:E5512092-46F9-4E63-AB5E-BAD7CA81408F Agreement#SLO52 AMENDMENT TWO TO GRANT AGREEMENT BETWEEN THE DEPARTMENT OF ECONOMIC OPPORTUNITY AND THE CITY OF ZEPHYRHILLS On June 21, 2018,the State of Florida, Department of Economic Opportunity ("DEO"), and the City of Zephyrhills ("Grantee"), entered Into Grant Agreement SL052 ("Agreement"). DEO and Grantee are sometimes referred to herein individually as a"Party"and collectively as"the Parties." WHEREAS, Section D.of the Agreement provides that any amendment to the Agreement shall be in writing and executed by the Parties thereto;and WHEREAS,the Parties wish to amend the Agreement as set forth herein. NOW THEREFORE,the Parties hereby amend the Agreement as follows: 1. Section A,Agreement Period,is hereby deleted In Its entirety and replaced with the following: A. AGREEMENT PERIOD: This Agreement shall be effective as of July 1, 2018 (the "Effective Date")and shall continue until the earlier to occur of(a) December 31,2019 (the"Expiration Date")or(b)the date on which either Party terminates this Agreement (the`Termination Date"). The period of time between the Effective Date and Expiration Date or Termination Date Is the"Agreement Period". DEO shall not reimburse Grantee for any eligible costs (hereinafter referred to as "obligations") incurred after June 30, 2019, provided, however,that Pursuant to s. 216.301, Florida Statutes (FS.) any such obligations Grantee incurred prior to June 30,'2019, for which services, tasks, or deliverables are expected to be completed after June 30, 2019, may be eligible for reimbursement as long as these services, tasks, or deliverables are satisfactorily completed and comply with both s.216.302,F.S.and Section 6.1,invoice Submittal and Payment Schedule,of this Agreement,on or before September 20, 2019, as DEO shall determine,in DEO's sole and absolute discretion. 2. Anew unnumbered paragraph is hereby added to paragraph 5.1 of the Scope of Work,to read as follows: 5.1 Monthly: Starting October 1,2019, Grantee shall report on the progress of the Project monthly. The monthly report shall include a summary of project progress, including before and after photographs of the completed work, containing listing of goods received, percentage of completion of the project,and all additional reports which are required pursuant to this Agreement. The summary shall also Include any issues or events occurring which affect the ability of the Grantee to meet the terms of this Agreement. Monthly reports are due to DEO within 10 days after the end of each month,until the Project is complete. 3. All instances of"September 15, 2019" contained In Section 6.1 of the Scope of Work are hereby deleted and replaced with"September 20,2019." Page 1 of 2 DocuSign Envelope ID:E551209245F9-4E53-AB5E-BAD7CA81408F Agreement#SL052 4. Section 6.2 of the Scope of Work is hereby deleted in its entirety and Is replaced with the following: 6.2 Invoices must contain the Grantee's name, address, federal employer identification number or other applicable Grantee identification number,the Agreement number, the invoice number, and the Invoice period. Grantee shall submit the following documents with the itemized invoice: 6.2.1 A cover letter signed by the Grantee's Agreement Manager certifying that the costs being claimed in the invoice package:(1)are specifically for the project represented to the State In the budget appropriation; (2) are for one or more of the components as stated in Section 4, Dellverables, of this Scope of Work; (3) were incurred during the Agreement Period. 6.2.2 Grantee's invoices shall include the date, period in which work was performed, amount of reimbursement,and work completed to date; 6.2.3 A certification by a licensed engineer using AIA forms G702 and G703, or their substantive equivalents, certifying that the project, or a quantifiable portion of the project,is complete.(if applicable) 6.2.4 Grantee's subcontractoriconsultant invoices(if applicable) 6.2.5 A copy of all supporting documentation for vendor payments. 5. All other terms and conditions of the Agreement remain in full force and effect. IN WITNESS THEREOF, by signature below, the Parties agree to abide by the terms, conditions, and provisions of Agreement SL052 as amended. This Amendment is effective as of June 29,2019. CITY OF ZEPHYRILLS DEPARTMENT OF ECONOMIC OPPORTUNITY SI ED, -' SIGNED- Ken Offiess ` Ken Lawson CitVCounYll President Executive Director DATE: ®! P 9®� Q DATE: f r Approved as to form and legal sufficiency,subject only to full and proper execution by the Parties. OFFICE OF GENERAL COUNSEL DEPARTMEN ._7MIC OPPORTUNITY By: Approved Date: Page 2 of 2 J . RAY MOND CONSTRUCTION September 17, 2019 To: City of Zephyrhills Building Department From: J. Raymond Construction Corp. Jon Henry Roemer Qualifier's Name CGC1526219 Certification Number J. Raymond Construction Cor. Company Name I hereby authorize Stephanie Jones to make payment,pick up, sign for and submit any documents dealing with the Zephyrhills Self Storage project located at 38011 Pretty Pond Rd on behalf J. Raymond Construction Corp. I certify that the authorized agent listed herein is given limited power of attorney and is an agent of the firm and a representative for J. Raymond Construction Corp. I also understand that I am fully responsible and liable for all acts performed under said permits. 9 ��-zo►9 Date n Henry Roemer, Qualifier State of Florida County of Seminole The foregoing instrument was acknowledged before me this 121'day of Spetember 2019. by Jon HenryRoemer who is personally known W me. Rig ate of Florida Notary Public ` 20 ommission FF 976899 My Commission Expires: D *This Permit Authorization Form is41ind only to the above referenced project and hecomes null and void one(])year after the issue date. 465 West Warren Avenue, Longwood, FL 32750 Phone: (407) 862-6966 Fax: (407) 862-1250 General Contractors/ CGC 048800/www.jray.com .J . RAY MOND CONSTRUCTION September 17, 2019 To: City of Zephyrhills Building Department From: J. Raymond Construction Corp. Jon HenrM Roemer Qualifier's Name CGC 1526219 Certification Number J. Raymond Construction Corp. Company Name I hereby authorize Stephanie Jones to make payment,pick up, sign for and submit any documents dealing with the Zephyrhills Self Storage project located at 38011 Pretty Pond Rd on behalf J. Raymond Construction Corp. I certify that the authorized agent listed herein is given limited power of attorney and is an agent of the firm and a representative for J. Raymond Construction Corp. I also understand that I am fully responsible and liable for all acts performed under said permits 4.7�•ZD19 Date n�HeanCrYA—Ro�emer, Qualifier I State of Florida County of Seminole The foregoing instrument was acknowledged before me this 121 day of Spetember 2019. by Jon Henry Roemer who is personally known to me. R tJotery Public State of Florida tj TrinatElliott Notary Publie Expiirommission res 04122/2020 976t399 My Commission Expires: *This Perinit Authorization Form is lin ed only,to the above referenced project and becomes null and void one(1)rear after j the issue date 465 West Warren Avenue,Longwood, FL 32750 Phone: (407) 862-6966 Fax: (407)862-1250 General Contractors/CGC 048860/www.jray.com City of Zephyrhills Water and Sewer Impact Fee Calculation Land Use Type: i Bulk Storage Warehouse No. of Square Feet 77676, Impact Fees Within City Limits Outside City Limits Water Facilities Capacity Fee $ 7,845.28 $ 9,806.60 Wastewater Facilities Capacity Fee $ 16,234.28 $ 20,292.86 TOTAL $ 24,079.56 $ 30,099.45 Square Feet �e41a -7�7167( Valuation jig 19 1 �� Building Electric Plumbing Mechanical Radon Connection Fees: Sewer Water -'�il-l`j. 2G Meter D e- ��' School Impact Fee: Transportation Impact Fee: "7 7,b7 J. Raymond Construction-38011 Pretty Pond Rd-Mini Storage Bldg- 77,676 sq ft-6 buildings Column SQ. FEET PRICE MAIN OR LIVING: 77,676 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 3,119,024.00 FEE SHEET $ 15,716.48 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 16,105.81 ELECTRICAL: $ 3,536.21 PLUMBING: $ 2,357.47 MECHANICAL: $ 1,650.23 SUB-TOTAL $ 23,649.72 TOTAL $ 23,649.72 SEWER: $ 16,234.28 WATER: $ 7,845.28' IRRIGATION: $ - TOTAL: $ 24,079.56 WATER METER: $ 881.69 1'meter IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: $ 2,330.28 INSPECTION TOTAL: $ 75.00 PERMIT TOTAL TOTAL: $ 2,405.28 PUBLIC SAFETY IMPACT FEES POLICE $ 12,661.19 FIRE $ 13,593.30 5% $ 1,312.72 TOTAL: $ 27,567.21 SUB-TOTAL $ 78,583.46 PARK IMPACT FEES na SIF'S: na 100.0% $ - 1.0% $ - TOTAL: $ - T I F'S: $ 25,565.08 99% $ 25,309.43 1% $ 255.65 TOTAL: $ 104,148.54 INSTR#2019197718 OR 13K 10009 PG 119 Page I of 5 11/20/2019 09:58 AM Rcpt:2110062 Rec:44.00 DS:0.00 IT:0.00 Nikki Alvarez-,SovAes,Esq.,Pasco County Clerk&Comptroller This instrument was prepared by: Judith E. Kreitzer, Esq. Holland & Knight LLP 515 East las Olas Boulevard 121 Floor Fort Lauderdale, FL 33301 When Recorded Return To. Heather Townsend First American Tide Insurance Company National Commercial Services Six Concourse Parkway,Ste-2000 Atlanta,GA 30328 . File No.Ncs Permit No.21985 Tax Folio No.: 35 25210010 00700 0000 State of Florida County of Palm Beach NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property-, (a) Legal Description of Property See Exhibit"A"attached hereto and made a part hereof. (b) Street Address of Property: 38011 Pretty Pont Road Zephyrhills, FL 33541 2. General Description of Improvement: Approximately 68,000 square foot self-storage facility and related improvements. 3. Owner Information: (a) Name,and Address: ZEPHYR COMMONS STORAGE LP 400 Clematis Street, Suite 201 West Palm Beach, FL 33401 (b) Interest in Property: Fee Simple (c) Name and Address of Fee Simple Titleholder(If Other Than Owner): N/A OR BK 10009 PG 1 20 Page 2 of 5 4. Contractor. (a) Name and Address: J. Raymond Construction Corp. 465 W Warren Avenue Longwood, FL 32750 (b) Telephone No.: 407-862-6966 5. Surety(copy of payment bond attached): NIA 5. Lender: (a) Name and Address: Branch Banking and Trust Company 110 E. Broward Boulevard, 215t Floor Fort Lauderdale, FL 33301 (b) Telephone No.: (954) 233-1782 7. Name and Address of Person within the State-of Florida designated by Owner upon whom notices and other documents may be served as provided in Section 713.13(1)(a)(7), Florida Statutes: Branch Banking and Trust Company 110 East Broward Boulevard, 2111 Floor Fort Lauderdale, FL 33301 Attn: Loan Administration 8. In addition to itself. Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b) Florida Statutes: (a) Name and Address: Branch Banking and Trust Company 110 E. Broward Boulevard, 2131 Floor Fort Lauderdale, FL 33301 (b) Telephone No.: (954) 233-1782 PAGE 2 OR BK 10009 PG 121 Page 3 of 5 9. Expiration Date of Notice of Commencement (one year from date of recording unless otherwise specified): November 14, 2022 [SIGNATURES APPEAR ON NEXT PAGE] PAGE 3 OR BK 10009 PG122 Page 4 of 5 FMGNATURE PAGE TO NOTICE OF COMMENCEMENT] WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER: ZEPHYR COMMONS STORAGE LP, a Florida limited partnership By: ZE P�HHYA�MONS STORAGE GP aFl i da firnited liability i compa , ifs enaral Partner By: Robe S. ieen,Manager The foregoing instrument was acknowledged bi4fo this `day of &1WUA%0e., 2019 by Robert S. Green, as Manager of ZEPHYR CUM ON STORAGE GP LLC, a Florida limited liability company, the general partner of ZEP , CO MOMS STORAGE LP, a limited be CO y f thl,, 0 M S, �H MO,pers M partnership on behalf of the limited liability company. He 1 personally kn...in to me has produced as identification. {SEAL inert I Wgis-g Note n/Publio-26ALQd�E�VnC �`b Commission Number < olyv 0.4'f AF OR BK 10009 PG 123 Page 5 of 5 I EXHIBIT"A" LEGAL DESCRIPTION PARCEL I - FEE: A PARCEL OF LAND LYING IN A PORTION TRACTS 41,42, 55 AND 56 OF THE PLAT ENTITLED ZEPHYRHILLS COLONY COMPANY LANDS AS RECORDED IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA ALSO LYING IN A PORTION OF SECTION 35,TOWNSHIP 25 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 35,TOWNSHIP 25 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA;THENCE SOUTH 89058'50" EAST ALONG THE NORTH LINE OF SAID SECTION 35 FOR 1,015.17 FEET TO INTERSECT THE EASTERN LINE OF THE PLAT ENTITLED ZEPHYR COMMONS PHASE 1 AS RECORDED IN PLAT BOOK 65, PAGE 132 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA;THENCE SOUTH 00008146"WEST ALONG THE SAID EAST LINE FOR 2,598.61 FEET TO INTERSECT THE NORTH LINE OF TRACT"F"(ADDITIONAL ROAD RIGHT OF WAY)OF THE AFORESAID PLAT OF ZEPHYR COMMONS PHASE 1 ;THENCE NORTH 89°54'48"WEST ALONG THE NORTH LINE OF SAID TRACT FOR 54.91 FEET TO INTERSECT A LINE 55 FEET WEST OF AND PARALLEL TO THE AFORESAID EAST LINE;THENCE NORTH 00008'46" EAST ALONG SAID PARALLEL LINE FOR 352.28 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89058'48"WEST FOR 457.92 FEET; THENCE NORTH 00001'12"WEST FOR 381.00 FEET;THENCE NORTH 89158'48" EAST FOR 459.03 FEET TO INTERSECT THE AFORESAID PARALLEL LINE; THENCE SOUTH 00°08'46"WEST ALONG THE SAID PARALLEL LINE FOR 381.00 FEET TO THE POINT OF BEGINNING. CONTAINING 174,697 SQUARE FEET OR 4.0105 ACRES, MORE OR LESS, PARCEL II-EASEMENT: TOGETHER WITH EASEMENTS THAT BENEFIT FEE PARCEL I AS SET FORTH IN DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS,WHICH CONTAINS PROVISIONS FOR A PRIVATE CHARGE OR ASSESSMENTS, RECORDED IN OFFICIAL RECORDS BOOK 8009, PAGE 1078; AS AFFECTED BY FIRST AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED IN OFFICIAL RECORDS BOOK 9254, PAGE 1555; AS AFFECTED BY ASSIGNMENT OF RIGHTS AS DECLARANT RECORDED IN OFFICIAL RECORDS BOOK 9357 PAGE 2201,AS AMENDED BY -k , DATED I/i/!q, RECORDED I I A Al III IN OFFICIAL RECORDS BOOK QQ , PAGE lizi _, ve GOY PcMVAA Me,vt+ `De ,ta✓atHtn— of �,pVL•N0.Y1 S, (fit 4-ri G'h;w> a i✓�e»�v�1 . -s- W70881650 v4 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 REVISION SET 1 PERMIT#21985 I Building Department Todd Addison-North American Development Group ' Date Received Phone Contact for Permitting 678 977 _ 3362 I.Owner's Name SF Zephyr Commons Outparcels,LP Owner Phone Number 561-578-8710 Owners Address , 2851 John Street,Suite One,Markham,ON,OR 5R7,Canada Owner Phone Number Fee Simple Titleholder Name SF Zephyr Commons Outparcels,LP Owner Phone Number Fee Simple Titleholder Address 1 2851John Street,Suite One,Markham,ON,L3R 5R7,Canada JOB ADDRESS 38011 Pretty Pond Rd,Zephyrhills,FL 33541 LOT# SUBDIVISION PARCEL ID# 35-25-21-0010-00700-0000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM ® OTHER Self Storage-warehouse TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL DESCRIPTION OF WORK New Construction of self-storage facility on an undeveloped parcel 6 buildings BUILDING SIZE otal footprint 54,100 sq.ft. SQ FOOTAGE 77,676 HEIGHT 14' BUILDING $ 2,689,071 VALUATION OFTOTA f93rROCgf $3,119,024 ,ELECTRICAL $ 258,700 AMP SERVI PROGR SS ENERGY = W.R.E.C. Property was graded during original PLUMBING $ 43,749 construction but FEMA map was not updated. Property is out of flood MECHANICAL $ 127,504 UATIO O MECHANICAL I LLATION plain and application has been made to FEMA to update their maps N/A GAS = ROOFING Q = OTHER accordingly FINISHED FLOOR ELEVATIONS Upper level-122.67'_AS`ML FLOOD ZONE AREA =YES Lower level-112'AMSL TBD-Owner responsible for receipt of BUILDER and responding to all City comments COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# TBD-Owner responsible for receipt of ELECTRICIAN and responding to all City comments COMPANY SIGNATURE I REGISTERED I Y/ N FEE CURREN Y/N Address L I License# BD-Owner responsible for receipt of PLUMBER and responding to all City comments COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREf, LZLN Address I License# BD-Owner responsible for receipt of MECHANICAL and responding to all City comments COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i l l l l l l l l l l l l l l l 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/Slit Fence Installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large 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,Stormwater 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. t l 1-1 1 1 1 1 1 1 1 1 1 • . . 1 1 1 I I ' Directions: Fill out application completely. Owner&Contractor sign 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(PlotlSurvey/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 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'SIOWNER'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 IIItll/,1 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT `aFYN NAG&,'WITH ENDER OR AN A RNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. �`�. GM1,gSIG1yF , I J"1 28,c'�Aq•. ANER OR AGENT CONTRACTOR ,p• ?�q'. 1cri d and sworn o(or a ore me this n L`� Subscribed and swom to(or affirmed)before me this r tiQ N(t �by f'� 7U by ea�'S0 7 �slare personally knownto me or has/have produced Who is/are personally known to me or haslhave produced �— # ' g35670 '�— as identification. as Identification. Fi ��`"•• �;. �=,:ach;� .. VL1 Imo.,. Notary Public Notary Public `P"16hj,;(+;i0'\\ Commissi No. Commission No. E() 7.A 'fL &)q L- Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped 4 (� City of Zephyrhills C BUILDING PLAN REVIEW COMMENTS l,r . (� �, Contractor/Hom wner: �- Oa 1� {,k ', Date Received: , Lf sc Site: 3YL Permit Type: Approvedw/no mme :❑ Approved w/the below comments: 1- — Denied w/the below comments: 0 RCN ra D A This comment sheet shall be kept with the permit and/or plans. Bi Burgess—Building Official Date (f ontarA4 and/or Homeowner (Required when comments are present) UNIVERSAL ENGINEERING SCIENCES Consultants In:Geotechnical Engineering•Environmental Sciences Geophysical Services•Construction Materials Testing•Threshold Inspection Building Inspection•Plan Review•Building Code Administration LIES CW1 Visual Inspection Report Project No: 0810.1900309.0000 Date: April 6, 2020 Project Name: Zephyr Commons Storage Client: Zephyr Self Storage Superintendent: Tony Price Company: J Raymond Const. Erection Company: Rapid Erectors Work Order No.: 118137 UES Inspector: Jay Nunes, Certified Welding Inspector;#16010811 Area Observed: 1st— Floor Fasteners; 2nd Floor Deck Structural Elements Visually Inspected: Project Completion Percentage; %Accepted %Rejected X Decking: X Srews X Lap Screws Pinned 50% 0% _ Joists Welds: Embed Beam Girder Joist Bridging Welds: _ Girder: Bolts Welds/Column' Welds/Embed X Beam Bolts: 2"d Floor/3rd Floor 100% X Perimeter Angle: 2"d Floor 50% 0% X Column Anchor Bolts: All Building Locations 100e/a RTU/Roof Openings: Other: Other: _ Other: Other: X Post Erection Inspection Re-inspection Final Inspection Remarks: 1) Deck Screws and Lap Screws,2nd Floor,Accepted 100% 2) Beam Bolts,All Building Locations;Accepted 100% 3) Perimeter Angle,2nd Floor;Accepted 100% 4) Column Anchor Bolts, All Building Locations;Accepted 100% 5) 6) 7) 8) 9) 10) 11) Field Copy to: Tony Price Note: Final Inspection issued upon 100%completion of all inspections. I All work inspected this day was found to be in conformance with the Contract Documents and the AWS D1.1-15 Structural Welding code. Excluding the deviations/deficiencies noted herein. ----_ . ---- 9802 Palm River Rd, Tampa, FL 33619 • (813)740-8506 61 .IayJ 16010611 V 1 I �Ws CMurm www.UniversalEngineering.com 1101,EXP•t"2 J i Contractors Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work.Inspection and test shall be made by the contractor's representative and witnessed by an owners representative All defects shall be corrected and system left in service before contractor's personel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners,and contractor.It is understood the owner's representative's signature in no way prejudices any ciain against contractor for faulty material,poor workmanship,or failure to•comply"Wit approving authority's requirements or local ordinances. Property name e6hyr C-o'mmQns S if Storage Property address 38011 Pretty PoWRd 14 AAccepted�approving authorities JCity of Zephyrhilis � duress ' Plans Installation conforms to accepted plans I A I Yes No Equipment used is approved F Yes No If no,explain deviations Has person in charge of fire equpiment been instructed as 0 Yes No to location of control valves and care and maintenance of this new equipment? If no,explain? Instructions Have copies of the following been left on the premises? Yes No 1 System components instruction FTI Yes No 2 Care and maintenance Instructions Yes No 3 NFPA 25 ELI Yes No Location of system Supplies building 11st Floor Year of Orfice Temperature Make Model manufacture size Quanity rating GLOBE GL8164 2020 314 250 155 Sprinklers Pipe and Type of pipe JSCHIO&SCH 40 fittings Type of fittings IGROOVED&CAST IRON THREADED Maximum time to operate Alarm Alarm device through test connection valve or Type Make Model Minutes Seconds flow FLOW SWITCH SYSTEM SENSOR WFD40 indicator I f Dry valve Q.O.D. Make Model Serial no. Make Model Serial no. Dry pipe Time to trip Time water Alarm operating through test Water Air Trip piont reached operated test connection pressure pressure air pressure test outlet properly Minutes Seconds psi psi psi Minutes I Seconds Yes No Without Q.O.D. With Q.O.D. if no,explain Operation Pneumatic 0 Electric Hydraulics Piping supervised Yes No Detecting media supervisedl lyes I JNo Does valve operate from the manual trip,remote,or both =Yes =No Deluge and control stations? preaction Is there an assessibie facility in each circuit if ne,explain valves for testing =Yes =No Does each circuit operate Does each circuit operate Maximum time to Make Model supervision loss alarm? valve release? operate release Yes No Yes No Minutes Seconds Pressure Location Make and Setting Static pressure Residual pressure Flow rate reducing and floor model• (flowing) valve test Inlet(psi) Outlet(psi) Inlet(psi) Outlet(psi) Flow(gpm) Hydrostatic:Hydrostatic test shall be made at not less than 200 psi(13.6 bar)for 2 hours or 50 psi(3.4 bar) above static pressure in excess of 150 psi(10.2 bar)for 2 hours.Differential dry-pipe valve clappers shall be left open during the test to prevent damage.All aboveground piping leakage shall be stopped. Test description Pneumatic:Establish 40 psi(2.7 bar)air pressure and measure drop,which shall not exceed 1 1/2 psi(0.1 bar) in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 1 1/2 psi(0.1 bar)in 24 hours. All piping hydrostatically tested at 200 psi ( bar) for 2 hours If no,state reason Dry piping pneumatically tested =Yes �Ne Equipment operates properly =Yes =NO Do you certify as the sprinkler contractor thal additives and corrosive chemicals,sodium silicate or derivatives of sodium silicate,brine,or other corrosive chemicals were not used for testing systems or stopping leaks? Yes =No Test Drain Reading of gauge located near water Residual pressure with valve in test test supply test connection psi ( bar) connection open wide psi ( bar) Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping Other Explain Verified by copy of the U Form No.85B F7X Yes =No flushed by installer of underground sprinkler piping =Yes =No If power driven fasteners are used in concrete,has =Yes =No If no,explain representative sample testing be satisfactorily, completed? N/A Blank testing Number used Locations N/A Number removed gaskets Welding piping =Yes =No If yes... Do you certify as the sprinkler contractor that welding procedures comply F x ]Yes No, with the requirements of at least AWS B2.1? Welding Do you certify that the welding was preformed by welders qualified.in XYes =No compliance with the requirements of at least AWS B2.1? Do you certify that the welding was carried out in compliance with a documented F x--]Yes =No quality control procedure to ensure that all discs are retrieved,that openings in piping are smooth,that slag and other welding residue are removed,and that the internal diameters of piping are not penetrated? Cutouts Do you certify that you have a control feature to ensure that Yes =No. (discs) all cutouts(discs)are retrieved? Hydraulic Nameplate provided If no,explain data nameplate =Yes =No Date left in service with all control valves open Remarks Name of sprinkler contractor COAST TO COAST FIRE PROTECTION,INC. Tests witnessed by For property owner(signed) Title Date For sprinkler contractor(signed)' Title Date F- fire rshall(signe �tle Date Additional explanatio6gandnAleb #SPILL! P obr UNIVERSAL.. ENGINEERING SCIENCES,NCES, INC. 1 Consultants In:Gootechnical Engineering 9 Environmental Sciences Construction Materials Testing a Threshold Inspection 0 Private Provider Inspection 9802 Palm River Road--*-Tampa, FL33619 9-Ph-1813) 7-46.466.6.,-.6-Fax(813) 740-8706 June 24th, 2020 Zephyr Commons Storage, LP 400 Clematis Street Suite 201 West Palm Beach, FL 33401 Attention: Todd Addison Reference: Zephyr Self Storage Gall Blvd Pretty Pond Road, Zephyrhills, FL UES Project No. 0810.1900309.0000 Dear Mr.Addison: STRUCTURAL STEEL BOLTED&WELDED CONNECTIONS This will verify that Universal Engineering Sciences was retained by Zephyr Commons Storage to provide visual and non-destructive examination of the Structural steel connections for the referenced project. �We- st anda4 inspecti I*---'-*--'-'- With _qra compliance '—fl-i"' , the the project requ r,-,- ry-st dri". bt:'_I'effi6htS. W, 6,A6:mtacbeptthq-�gv;. an(qo , the do we re ieve Genera) dq"ti,� `--t" -f 'his iresgbnsi lity 16 rvduce;,a completed WV PrOje0l conf,6,0Tng to the approved project plans and specifications. r0i It is our professional opinion that the structural steel connections were constructed in general compliance to the approved construction plans and project specifications. We trust this conformance letter is acceptable to your current needs. If you should have any questions, please contact us. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Certificate of Authorization No. 00000549 -.0 Mark Hardy, 09jo _�a a t'i-"h:% 4 ?2:32- PE ft": Datei. 7�-1 7 'N NAL- AN i E^NGINEERING SCIENCES _ I Consultants In;Geotechnlcal Engineering•Eriviionmental Sciences _ Geophysical Services•Construction Materials Testing•Threshold Inspection Building Inspection•Plan Review•Building Code Administration UES CM Visual Inspection Report Project No: 0810.1900309.0000 Date: J.une_24,2020 - Project Name: _Zephyr Commons Storage- _ Client: Zephyr Self Storage Superintendent: _Tony Price - _ i Company: ._J Raymond Const. Erection Company: Rapid ._Work Order No.: 123060 - - UES Inspector:_-Jay Nunes,Certifed Welding Inspector,#16010811 — -___-.. -- —__.-- - _- - --- _ -- - ---- --- Area Observed Main Building_.A_ ; Out-Buildings B,,C;D,E and.F_ _ Structural Elements Visually Inspected_:- Project Completion percentage; %Accepted %Rejected X Decking: X screws )( Lap Screws Pinned 100% ram:Joists Welds: Embed Beam Girder — Joist Bridging Welds: Girder: Bolts Welds/Column Welds/Embed -X`-"A325%"Beam Bolts: Main_Bui_I_ding-A_ - X Perimeter Angle: '-All Main and Out-Building.Locations X Column Anchor Bolts: Main BuildingA_ 100% RTUIRoof Openings: - X Other: l t Floor Fasteners All Main andb0 Bui_i_ding Locations_ 100% X Other: 2"d=Floor Fasteners Main Building 100% Other - Other: -- -- ---- -- _ _=X Post Erection Inspection Re-inspection _ X ,Final,lnspec#ic1 Remarks: 1) Floor and Roof Deck Screws and Lap Screws,All Main and Out-Building Locations;Accepted 100% 2) A325Y/'_'_Beam Bolts,,Main Budding A;Accepted 206% 3) Perimeter Angle,All Main and Out-Build ngLocations Accepted 1QQ91G _ _... 4) Column Anchor Bolts, .Main Buiiding A-Accepted(_1C101 Floor Fasteners and Frame Bolts,All Main and Out-Building Locations;Accepted_lOQ%.. 6) 2"d Floor Fasteners and Frame Bolts,Main Building A,Accepted - Field Copy to: Tony Price Note:Final Inspection issued upon 100%completion of all inspections. i i All work inspected this day was found to be in conformance with the Contract Documents and the AWS D1.1-16 Structural,Welding code. Excluding the deviations/dei5cienc7es noted herein. 6 V '..Jay, ue i911<` 9802 Palm River Rd,Tampa, FL 33619 •($13)740-8506 www.UnivemalEngineeiing.com -UNIVERSAL. ENGINEERING SCIENCES, INC. Consultants in:Geotachnicai Engineering•Environmental Sciences Construction Materials Testing■Threshold Inspection•Private Provider inspection 9802 Palm-River Road_. Tampa. FL_33619 •_PhA131744--85.06:.: Fax(813) 740-8706 June 2491,2020 Zephyr Commons Storage, LP 400 Clematis Street Suite 201 West Palm Beach, FL 33401 Attention: Todd Addison Reference: Zephyr Self Storage Gall Blvd Pretty Pond Road, Zephyrhills, FL UES Project No. 0810.1900309.0000 Dear Mr.Addison: STRUCTURAL STEEL BOLTED&WELDED CONNECTIONS This will verify that Universal Engineering Sciences was retained by Zephyr Commons Storage to provide visual and non-destructive examination of the structural steel connections for the referenced project. We have:employed:industry standard,inspection:procedures-;;#o assess.'.genera! compliance with tiie,project requiremdhts. We:da not acdept the guarantee of the work, nor do'we relieve the General Contractor, of,-his ,resporisibility-to ;prod:uce a. completed project conforrnirig fd :the approved project plans and specifications. It is our professional opinion that the structural steel connections were constructed in general compliance to the approved construction plans and project specifications. We trust this conformance letter is acceptable to your current needs. If you should have any questions, please contact us. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Certificate of Authorization No. 00000549 `1`lltillill!!!!11 j�f� K, Mark Hardy, Pco :. SF Tam a Re diorx'al'M91ia ; rid :PE;R i' do117 �231 Date- - _ - • *; 'y iI7P •• �N. enar�e AN ff��fJaf..�. Lb VN 1 VERIS". �;A�L ENGINEERING SCIENCES Consultants in:Geotechnical'Engineedng•ErjJironmental Sciences Geophysical Services-Construction Materials Testing-Threshold Inspection Building Inspection•Plan Review•Building Code Administration UES CW/ Visual Inspection Report Project No: 0810.1900300.0000 Date: June 24,2020 Project Name: Zephyr Commons Storage. Client: Zephyr Self Storage Superintendent: ,Tony Price Company: .J Raymond Const. Erection Company: Rapid Erectors , Work Order No.: 123060 UES Inspector: Jay Nunes,Certified Welding Inspector;#16010811 Area Observed: Main Building A; Out-Buildings E$,-C,D, E and F Structural Elements Visually Inspected: Project Completion Percentage; %Accepted %Rejected X Decking: X Screws X Cap screws Pinned 100% Joists Welds: Embed seam Girder Joist Bridging Welds: - Girder: Bolts Welds/Column WeldsJEmbed X- A325%1'Beam Bolts: Main-Building A 100% X_ Perimeter Angle: All Main and Out-Building,Locations 100%, X Column Anchor Bolts: Main Building A 100% RTU/Roof Openings. X Other: V Floor Fasteners All Main and Out- Building Locations 100% X Other: 2nd"Floor Fasteners Main Building A. 100% Other: Other: X Post Erection Inspection Re-inspection X Final Inspection Remarks: 1) Floor and Roof Deck Screws and Lap Screws,All Main and Out-Building Locations;Accepted 100% 2) A325%"Beam Bolts, Main Building A;Accepted 100% 3) Perimeter Angle,All Main and Out-Building,Locations Accepted 100% 4) Column Anchor Bolts, Main Building A;Accepted 100% 5) 1"Floor Fasteners and Frame Bolts,All Main and Out-Building Locations;Accepted 100% 6) 2"d Floor Fasteners and Frame Bolts,Main Building A,Accepted 100%_ Field Copy to: Tony Price Note: Final Inspection issued upon 100%completion of all inspections. All work inspected this day was found to be in conformance with the Contract Documents and the AWS D1.1-15 Structural Welding code. Excluding the deviations/deficiencies noted herein. i JayJ,Nur+as� 9802 Palm River Rd,Tampa, FL 33619 •(813)740-8506 �^° tea�ost� www.UniversalEngineering.com act: �nnarx; �I "City of Pure Water" 5335 Eighth Street•Zephyrhills,Florida 33542-4312 (813)780-0000 Fax(813) 780-0005 GENE WHITFIELD . 25 January 2019 Mayor Charlie Potter,P.E. CITY COUNCIL AVID Group 2300 Curlew Rd. Ste.201 LANCE A.SMITH Palm Harbor,FL 34683 Council President Dear Mr. Potter, KENNETH M.BURGESS,AL Vice President Please see the enclosed APPROVED construction plans for a"storage facility' at Zephyr Commons.-in-Zephyshills. As a condition of approval,please obtain a CHARLES E.PROCTOR parcel tax id jor the newly described parcel and notify this department once secured from the prope Iser. Additionally, all DEP/SWFWMD permits ., . . W.ALAN KNIGHT shall bVsiubmitted an - 's lt's shall be submitted prior to final D/O. JODI WILKESON T, "� STEVEN F.SPINA Ro ney V. Corriveau,AICP City Manager sistant Planner LORI L.HILLMAN City Clerk,CMC MATTHEW E.MAGGARD City Attorney I I YRN ER E IVT G �'4ME N D1EAr' 'OPM • 400 CLEMq SUITE 201 TIS STREET, �•: `= - WEST PALM BEACH,FL 33401 PHONE, (561)578-8700 Prep7red BY- APPROVt_ S' DjP-.4'TO Ai TA;`E v ONl _S��J�u� V��• Yw,�. c+'�, c/t hA..-J_"�'�`-...t--� GiTE PLAN APPROVAL CIVIL ENGINEERING 2300 CURLEW ROAD STE 201 LAND PLANNING PALM HARBOR, FLORIDA TRAFFIC/TRANSPORTATION 34683 SURVEYING GIS PHONE (727) 789-9500 AVIDGROUP.COM THE DESIGN AND IDEAS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,IS THE PROPERTY OF AVID GROUP AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AVID GROUP. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS.DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID GROUP,@ (727)789-9500. 10 - - - 9 7 iEPHYRD ILLS FIRE DEPARTMENT j� 38410 6th Ave Zephyrhills, FL 33542 FIRE SERVICE USER FEES increase 1/1/2018 Occupancy No.: Plan No.: Contractor: Business Name: Zj 4 L-V,a ;:','V� Billing Address: Business Address: �? c) 11 Business Phone No.: Billing Phone No.: Business Fax No.: Billing;Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE Annual- Education,h ealthcare,De tention&Correctional Public Assembly,Business, schools, Storage,Mercantile and Churches Site Plan N/C Industrial. no charge Sprinkler $50 Multi-Family/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 ® Plan Revisions DBL12,501-3,500 1,501-2,500 sq ft $ 60.02 Hoods $50 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 plus Heads $100 7,501-10.000 sq ft $ 262.52 Fuel Tanks- pertank $50 STANDPIPE SYSTEM 10,001-15,000 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 30,00140,000 sq ft $ 1,050.02 Controlled Bum(15da: $100 FIRE ALARM SYSTEM 40,001-60,000 sq ft $ 1,500.02 Hood/Duct $50 0-25 Devices $50 60,001-80,000 sq ft $ 2,100.02 ! Place of Assembly $50 Annual 80,001-($2,100.02)per 26 plus Devices $100 ea add 1,000sq 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 PRtNKLER-SYSTEMS Generator<KW $100 CO2 $50 ydro-Undergrounds I X $45 Generator>30 KW $100 Other $50 Hydrostatic Test X $65 persystemi, Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Acceptance Test ) $45 persystemi Fumigation Tenting $50 ® Hood/Ducts $50 Hydrant Flow $75 Torch Pot/Applied $50 .OTHER Haz.Materials $50• Annual BLP Installation per tank $50 FIRE ALARM SYSTEM Fuel Tank Installation $50 System Accept a �l' $50 (Per Tank) $50 Recall Acceptance /----_$50--� ®Natural Gas Installation $ OTHER (Per System) Fire Wall/Smoke Wall__�_x— $1'5 perwall ®Spray Booth $50• LP Gases $25 pertank Natural Gas $25 per system Tent 10'x10'or greater $15 per tent EJ Fire Pump $45 Fire Suppression $30 System Acceptance Exhaust Hood/Duct $10 Re-inspection DBL (other than annual) Inspection scheduled DBL and cancelled less than j 24 hours 4 Construction Insp. N/C 2� a Emergency Vehicle Acce $50 PLANS TOTAL INSPECTION TOTAL PERMIT TOTAL= Comments: GRAND TOTAL Date: � 4 Inspector: see.back nth FALSE ALARM FEE 1 st Alarm N/C 2nd Alarm N/C 3rd Alarm -N/C 4th Alarm $100 5th Alarm $150 P6th Alarm $200 NON COMPLIANCE $160 'Cont.Annual Inspection Fees 3-11 Units price per unit $ 5.36 12-25'Units price per unit $ 4.82 16-50 Units price per unit $ 4.29 51-100 Units price per unit $ 3.15 100 or more Units price per unit $ 2.68 Fire Safety re-inspection'types First Re-inspectioi N/C Second re-inspect- $75 Third re-inspectior $ Inspection scheduled but cancelled 24 hrs, 50.00 TOTAL Alh it i J . RAY MOND CONSTRUCTION March 12, 2020 To: City of Zephyrhills Building Department From: J. Raymond Construction Corp. ,I Jon Henry Roemer Qualifier's Name CGC1526219 Certification Number J. Raymond Construction CorV. Company Name I hereby authorize Tony Price to submit,make payment,pick up, and sign for any documents dealing with the Zephyr Commons Self Storage(#21985)ion behalf J. Raymond Construction Corp. I certify that the authorized agent listed herein is given limited power of attorney and is an agent of the firm and a representative for J. Raymond Construction Corp. I also understand that I am fully responsible and liable for all acts performed under said pe Date Jon Henry Roemer, Qualifier State of Florida County of Seminole The foregoing instrument was acknowledged before me this 12th day of March 2020. i by Jon Henry Roemer who is personally known to me. i ^ STEPHANIE MORGAN JONES Notary Publi v '�✓ ,yam. Notary Public-State of Florida �',1 4 Commission r<GG 34E365 �'�.�F°F` i My Comm.Expires Jun 25,2023 My Commissio Expires: — _ Bonded through National Notary Assn. *This Permit Authorization Form is limited only to the above referenced project and becomes null and void one(1)year after the issue date. I 465 West Warren Avenue,Longwood,FL 32750 Phone: (407) 862-6966 Fax: (467) 862-1250 General Contractors/CGC 1526210,/www.jray.com I 813.780=0020 City of'Zephyrhills Permit Application . FaX-e13ae0-0021 Bullding.Department. Dar+Ei'Rocelved Phone,Contactif6r.Porml t[n -. /1f L' Owner•'''phon®;Number ,Owner's Addre al- Oihiner'Phont`Niiniber-`7 :17w'her Phond.Nit ir 'JOB'ADDRESS: . `SUBDIVISION PARCEL ID# - a?R ,r•_ _ .?(OBJAINFA' RQM: ,OPE!M'tAX;jK(OTIE)'-': WORK PROPOSED.",.-. NEW CON57R ADD/ALT:.:.;, • • TA IN. .l:L:, ;;;�.a •• ::f~,iEpglR'. , . .. .. ,. D'USE;:: $FR PROPOSE :;•s': 7,PE NST.OF CORUfT10N' :0''' :=BLOCK"'; "FRAME: ' STEEL DESC RIPTION"OF...INORK` C_t-j L) ESS Tr9' Gg►o''l .' +. BUILDING,SIZE SQ,FOOTAGE _ �. 'HEItaHT:` - I' 71" VALUATION:,OF4TOTAL;CONSTRUCTION ' .. ='ELECTRICAL..;: DUKEi;ENERGY =PLUMBING: $� } 31 =MECHANICAL $: VALUATION OF MECHANICAL-INSTALLATION ' =GAS = ROOFING: CIALTY !. OTHER... FINISHED FLOOR ELEVATIONS ' r' t' > iFL=00D.ZONE'AREA '`'."'• =YES NO, e. ' .BUILDER — COMPANY _ . •�':.�e<.:... :.. • : w.. SIGNATUR 1REois Eliiaa.; Y'/=N,','t FFE. 11RREI�;'+•, s' +r Addresss ELECT;RI.CIA", >,.COMPANNY,. SIGNATURE `.REGIVMREQ f`_- '.Y=/• N::` '- i,FEEC.ORRE�., : .. - Address, tict3nse. PLUMBER' ;COMPANY'- " ,,,:', ::`•_ SIGNATURE __ 'Iis'r;is iTlit is ::Y% N.' `�.'FEE',CURREM':. + 'YrN Atldress. = �:.' :;'.•' latcenst3.# MECHANICAL. `1.COMRANY' _ SIGNATURE"- :REGISTERED .:•Address,:: .:.,., .., ,., ,. . . .:.,. ,•.lIc6taSer#�; -'r: ';a+_ - OTHER SIGNATURE•. :REGISTERED.".,. - 'Ys%�N;:,: .:F,EE;CURJtEA.=;i'y;•:,•Yk;N;`=; ,:Address, ' ' 'I' .License.#;�. -.:... . r' .4•i B i.•. i -f `I' :'�''r�s�`1'�:s'et`ofErie �ForVns�:R-O e :RESIDENTIi41:'' ;Attaeh��f )?lot�!?la,'"s ��.)-5et8��b.�u Id(n�..,,1�. :..xO .nJY �..�.).,l �`r - +=Y;� „J n =it:?� ,�,, �nn7 it ium'[en'. toj %rruri9,cfays aft'erstrbtl►Ihal�ate.f,;z q�;ire l onsii t on'strLotton�Plans;'S om, aie 'Pfaiis5w/:siii`i ence:rnstalisd-' Sanitary Faaltties:&--1.�tfumpster,`SIte.Wotk!?erntiit`f8r:'sitbaliiistbn3npKje projects` COMMERCIAL Attach.(2).completesets.6f.Butlding Pldiis ofds:a4J&',Sa efy Page;`(1)'set`o6EnergyFonns R-O=W PenritC,for,newccAristruction�,-. mum#e r,1,0);working da :after s�ybi ttteWate;Req ire�l Qnsite Consfn%ctfori P,t�ns�Stomiwate :Plans w/,StlC,fenee.installed;•: WY�' { Sanitary;Fat)Itbes:8 l,.tlurtfpst r:.Sit`e'�IVo°r7c'PerTriit for ii new:pro)ects:Alf commerdal;requimme*:nm must meetcompI' e _- SIGN-PERMIT Attach(2)setssof:Engineered:Pla S: "'r,_:•::,<;.•; PROP,-, ry"S,•I RVEY reyuireii fQr'alr NSW'ccti3lniction. Directions:. Fill out application completely. OwnB'rB Contr ctor atgn ack of appjIgatIgn,,notarized 'If over"=2500ra Notice of:Comitiencemant.is i®qulred. :(A(C upgrades.over$7500) .. Agent the;contractoe)o:Power:of Attomeyl(for:the owner):would be'someone.with notaHied letter from owner authorW v same OVER:T"E:000N,TER,P.ERMITTIN3.. (ccpyof.contr;� t;required):. „ Reroofs if slilrigles Sewers Service:Upgrades:°A/C Fences(PIoUSurvey/Footage) " Driveways=Not over Counter if-on.public roadways-needs ROW NOTICE OF DEED RESTRICTIONS: The un'deksigrle&understands that-this permitmay be subject to"deed"restrictions" which--may_.be•:more::restr-ictive_than:County..regulations. The undersignedpassumes-tresponsibility`ft,*,compliance.with,.any applicable deed restrictions. kiJNLIGEN:SED: C:ONxRACTORSAND�CO`NTRACTORs RE41*ONS1B1LitIESif,`the°avirnei}'has`liired'a contractor or contractors to undertake work,:.#hey:lnaygbe,,roqulred:to be licensed in accorrlance.:with stafe.<and.locai regt�iatibrts:�if the contractor:is_:notJIcertsed;as required by law, both the owner and=collttaotor Maybe-cited-for a-misdemeanor violation under s#ate law. If the owner-or..,,tntended..contractor-are uncertain;as:to what:JIcensirig,requirements:may a{ipiy forfthe into,ded:w6rk,-,they-are=advised to contact the Pasco=County`Building-lne�s`ectiori'Divisior�Licensing Section at 727-847- 8009. Furthermore, if the omar.� &a blredF'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:he..rosponsible.,.If you, as the-owner sign as the contractor, that may be an indication'thathe is not properly licensed and Is not entitled.,-to-permitting-privileges in Pasco County:.. 'TR'ANSPORTATION IMPACTIUTILITIES"IMPACT AND:RESdURCE RECOVERY-FEES: The undersigned,unders#ands that-Transportation,lmpact,,Fees�andRecourse.Recovery=Fees>may+apply-to the-constructibn°of;new buildings;change of use in 4existing=tiiiitdirigs;'-or-rexpansion:o€eiisting titii(dings, as specified`in Pasco`County 6rdinance--number 89-07 and V7 .:... 90-07., as.amended...The.undersigned.also understa..hdb,:that'=such f6os,-as-.may,•be�due;:.wiit�be-:idi�nt�ed~at''tf7e'fime of permitting. It is$fui:theryunterstdid'i at T aisporta qp.impact Fees and Resource Recovery Fees must be-paid-prior to receiving;a.h:certificateof.occupancy=nor fihd power.ralease:,,ffl�khe peoject�doibi?n xt$-involve a certificate ofxd'' apancy'or final:power release, the fees.must be paid prior to permit i'ssuaiice, 'sFurtherhl16 if PasQokCounty Water/Sewer impact 'fees'are�.due,,•theyzmust-tie.paid.-O-Of�t05perM,1'it,-Issuapc_e in accordanc6,,With applicable Pasco;Countyordinances;� ' :CONSTRUCTIONF�h1EN'LAW--(Ctiapter:T 3xlFlorid'a�Statutes,as(amefiiled) vl€��caluation'df"work�isk$2;SAlO:OO:orrmore, I certify #hat h; the applicant,:..haYe. :l eediiOr;ovided'with a:=.copy=of=•thii4larida-=Cons#rbcfion-Lien Law--Homeowner's Protection Guide" prepared by the_Florida.,,:D::epartment of-Agriculture•and:Consumer Affairs.;:If:thepapplic_antWis:someo.ne othernthari:the-2owner";f certify#Prat t raurol tamed a-cap}'�bf,.`K ab646 de'scrtbeif i oc ritiie it-and promise In good faith to deliver it to the"owner i prior to;cornmencepaent. GONTRACTOR�S/.QliliNEit6 fFl1IT;YjriUertify.thatallU. ticc+fornatlon�,inth4s;applcato�tjs accyrate;.arttl that�allwork wilt [is tlarie in compliance withalFapplicable laws regulating construction;zaning artd landdevetopmen,#,,:.Appiication is hereby made to obtain a permit talc!'of rnrork�~ar dl.,iiiiWiation ; I certify that no work or-installation has commenced prier to issuance of a.permlt.°and that all work wilf-be to..me&.',_t'.i lards of all.laws ,regulating construction;�Cdunty andrrC'fty��codo ,zonings.regulations, a6d94H&--development•regulations in the Ju-risclictioii: .i: also certify that I understand_that the�regulatlons of other:government:agencies�rnay applytq-.-hejintended work, and:that it is my responsibility to identify what actions:)must take#o'be`In compliance. Such agencies inciuide but aremote.1mited to: Department of Environmental-Protection-Cypress Bayheads, Wetland_Areas::.and�Environmentally Sensitive Lands,Water)Wasteuigaue ' r�eattnent., % ... Southwest Florida Water Management DistrictMells, Cypress Bayheads, Metland Areas, "'Altering Watercourses: Army Corps,of Engineers»S:eawails;;Docks,,Navigable�Waterways. Department ofvHealth;cA Fkeha`bilitative-,Services/,E-hvironmental' Health Unit=Wells ti Wastewatet=Treatment, Septic Tanks. = USvEnvii enmental.60tectiot�Age'ncy=Asbestov.abattmentr-•; Federal Aviatit h Ai tFiortfy4 ,0V aasis: understand._that_the following resttictgnsaplyto::the use offill: - U,sotd fil(,U..not!6W,, in'�l4at&rte"V"unless'expressly�peEmittedp:- -if"tfie"fill.-m6t6fiat;;Ps to•be-used in flood Zone "A,, .it is understood•that a drainage plan addressing a "compensating.-voliiiiie"rivfll;,be4sybtlr8ed atrtimejFofpermittrtg�;�tthich;is��pr..epared�by..2;professional engineer licensed-bi th6'State of.Florida. If.the-fill::material:}is.ta.be' used,;inFlood Zprr'e'"A'"G"i!n connection with a permitted building-using`sterai,:vuaif- construction, i,cerklfy°"that fill iari�l kiecused only',tea'.firl tt e:area vitithir ;tkae ste-iwa11:1 .:.. if�fill.material is to...,b,,e_.used•in,.any area, I.certify�that use.of such.fili will not adversely affect..adjacent properties:= If;tise 4A11 is found`.to_adversely° ffect*adjaCeitit pr.'t�perXies t11exouvrier may..:be:_cited for violating the conditions of the building permit-issued.under,the-attached permit application, for lots-less than one:_j1),, acre,which-aro-.elevatedFbyfill;-anIi. sineered�drainage plan is-required. If 1 am=the AGENTkI=QR.THIS OV1fNER,`-ple_6 i'Ise in good fiith_to:i6form-�.fhe.owi.er,of:the-:p6cmifin'g:.c'onditions set forth in this_affidavit.prior to commeneing,construction. i understand.that a separate permit maybe required for electricakwork, plumtiih6,..signs .wells;:pools pair conditioning,rgas,,or other installations•not=specifically<inclutled 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�anyprouisions-of,ther,technical;'codos:,nor'shall-4ssuance of' permit°prevent the-Building Official from thereafter requiring::ancorrection-of;errors=in plans,construction or violatlons-of any-codes. Every-perr i# ti�Issued`°sail'bewrne�invatld unless the work.authorized,by�sutoh:iPermit is commenced:-.within.six months.of-permit issuance,.•-or•.If,,woork.-buthori;i d�iby the-permit°is-suspended'or•abandoned,for-,aperiod'of.•six(6)months aftef:the.time the.work is commenced "!,An extension may be-requested,,.in writing,-from:the;Building,:.Official-fdmaa perlod not to exceed ninety(90)days and will demonstrate- justifiable cause:for::<the;extension.71f work-ceases�for•ninetyr(g0)`consecutive�.days,:the jobuis.considered:abandone'd: WARNING:TO--OWN.ER:�-YOUR FAiLURE,TO-.RECORD;A,,NOTiC;F;OF-iCOMMENG-EMENT MAY;RESULT••INyYO,UFt PAYING=fiWiCEFOiR�IMPROVEMENt-S*,TO YOUR4PROI�EitTY 'IF'Y"bt`1dNTici 1&T0VRTA`IN, !ANCING,CC>iNSULT WITH':YO.URI:ENDEROR=fAN ATTBRNicltilEirOftE t2ECtRDING'Yt3U_ IV+DtGE�Oi= ft�YCEMENT. ' LF�ORIDArJURi4F'`(F:S:1'17:03) ,. •.. ,.. ,. OWNER=_OR•AGENT COINTRACTORL Subs'nbedland<sWbo n4o�'(or4fgiWdd)`b6bte.me,ttils '•'`- ' •'Subscribed.antl'swcm to'(or°affirtiiedj before°'me this' Who Oa—re personally known to me or ha@ ave produced Who is/are personally known>tor nie af`h-ar f)lava prodbodd,'�- as identification. ;r as identification: Notary Public -;No�ary.:Public Commission No. Commission No. Name of Notary typed,printed or stamped :Name; ;Notary:•typed,printedwor, tainped,s..._. k " City of Zepph hnills Uniform Notice of a Low-V Itage Alarm System Project Owner's/CustomerName S'F I-� I Wk r # � Address A011' K P city St Zip Phone E-mail Contractor Contractor Lic.# / Z Address lS3Zj 605ej a ,d/y0 ay-20 City �+ /�drtdG St zip 3 3 7&-3S7 1 Phone Fi7��3q Uv%7DateProjectComplete Scope of Work CGTZ� �isLJ�' �Of�/' ThJ} CpW1 Signa Owner enant or con ctor or authorized representative Notice is ereby given -vo a alarm stem project has been completed at the address specified above.I certify that all of the foregoing information is true and accurate. 1011113 section 553.793 FS ' I I - i I I I I I tI- I I I I Jacqueline Boges i From: Tony Price <tprice@jray.com> Sent: Monday,August 24, 2020 4:20 PM! To: Jacqueline Boges Subject: RE:cube smart Attachments: 20200824_125218_resized jpg;20200824_125227_resized jpg Follow Up Flag: Follow up Flag Status: Flagged EXTERNAL EMAIL Jackie We drilled holes into the asphalt per the public works request to secure the dumpster doors. Please let me know if you need any additional information. Thanks. Sent from my Verizon, Samsung Galaxy smartphone I -------- Original message-------- From: Jacqueline Boges<jboges@ci.zephyrhills.fl.us> Date: 8/24/20 11:06 AM(GMT-05:00) To: Tony Price<tprice@jray.com> Subject: FW: cube smart See from pub works on dumpster pad. Jackie Boges 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine, but it is He Himself we have." Dwight L.Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. 1 ' r , 6 FIB 4 a i M 14 L -x Ni t.A. t♦ tiA '.� � ;• a rtr,,,{ °�fi+`Jf`.hK&'•'M` i ,�,, 9 f 25s{ # u: � �C+I�Y�,/t;� r�`* ':w. .GiY,-•,�r"y,A t� `Y'- '"� �FSc ,.a*.n i 'ik.`{:� FP�q 'M1,� ..1777 �: l�t � ''g}'f*Yr�?°#'*ty �riitr * fL }•emu F" Ca iCa+t(�ktay"�sL+ itr` h; s � ♦ '"t �r +� 7s` 3a -ESL s �• q.o,.X '�sS �+k,f 1 dF '�"-�hw'"!J•+ i+f 'f ♦•ir ._#;4�j{ .�' a a+{tM .ar,2 S"`i_ S a:r , ��Jt ,.�'y: �'Yi! •���...a�uy�� ��`"� �"'�r 4..''�ri�y � ,Y.+. r ',,�a'r"� �r F�i'{i .,K'�'� f try�.. f ,.t -L - N. !h• �t,� A.l }'�`ti`'!�.�' r 'lr. f �'hy.` S^ of a. r '�� ���' � t r~ �• }'�1 (° �Li'Tk''1 t •rKr 1r�" #���� �� ��i ��... 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I r 7f�,4�}h„` ��•� �r�� F i } ±...4 Y 3rN.e� .t s �i fait ► �. �'iG him .",mac.*, , Ep ••,. � t L f k • CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22232 FIRE SPRINKLER SYSTEM PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22232/21783 Address: 38011 PRETTY POND RD Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s):. Block: Section: Square Feet: Subdivision: ZEPHYR COMMONS Est. Value: Parcel:Number: 35-25-21-0010-00700-0000 Improv. Cost: 95,000.00 OWNER INFORMATION Date Issued: 1/30/2020 Name: SF ZEPHYR COMMONS OUTPARCELS L Total Fees: 1,680.02 Address: 100-2851 JOHN ST Amount Paid: 1,680.02 MARKHAM ON L3R 5R7 CANAND Date Paid: 1/30/2020 Phone: 678-977-3362 Work Desc: INSTALLATION FIRE SPRINKLER SYSTEM- STORAGE CONTRACTORS APPLICATION FEES COASTTO COAST FIRE PROTECTION I FIRE SUPPRESSION SYS ACCEPI 50.00 FIRE PLAN REVIEW FEES 100.00 FIRE INSPECTION FEES 1,500.02 CONTRACTOR CERTIFICATE 30.00 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 ECORDING YOUR NOTICE OF COMMENgIMENT." CO CTOR 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 813-786-0020 City of Zephyrhills Fire Fax-813-780-0021 Permit Application Date Received Phone Contact for Permit Owner's Name JIW014-5 00rrA-AC45Z_ Owners Phone Number 70 Owners Address TV HN 57- Fee Simple Titleholder Name Titleholder Phone Number Fee Simple Titleholder Address Job Address Lot-# Sub Division F; P_i4Y_P, coN, 0- 1V-5 Parcel 2- F-1 Bio-Hazard Waste Storage-ANNUAL Fumigation Tent F-1 Q : Comm Exhaust Kitchen Hood/Duct Hazardous Material(Tier 11 or RQ Facility)ANNUAL Controlled Burn F-1 Hood Installation F-1 Emergency Generator<30 kw F7 LP'/Natural Gas-Installatior F-1 Emergency Generator>30 kw F-1 LP/Natural Gas-ANNUAL Sale El Fire Protection Maintenance-ANNUAL F-1 Places of Assembly-ANNUAL f UtTyl M-e-m-il An FORM-1 Sprinkler :F] 0 11 0 F� Recreational Bum -Fire Alarm 0 0 0 Spark Hood Cleaning F-1 D 0 0 Sprinkler System Instal i/ns ' 'or System Hood Suppression 1-1 D 0 0 Standpipes or Sys) F-1 Fire Alarm Installation arch Roofing/Tar Kettle F-1 Fire Pumps Waste Tire Storage ANNUAL Flammable Application-ANNUAL Valuation of Project Fuel Tanks Ither:I ther: F 7:7 Contractor Company 7-Saw ZOP--, Signature Registered N Fee Current Address !v.W_Aayy A_V_0,, License# 2.6 fl�L X2 EECTRICIAN Company Si gnature Registered YIN Fee Current N Address License# PLUMBER company Signature Registered I Y/N Fee Current. T7_/N Address License# f— MECHANICAL Company Signature Registered Y/N Fee Current Address License# OTHER Company Signature Registered Y/N Fee current N Address License 9_ Directions: Fill out application completely. Owner&Contractor sign back of application,notarized(Or,copy of signed contract with owner) If over$2500,a Notice of Commencement is required(Mechanical work over$6000, 1 Supply two(2)sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel#-obtained from Property Tax Notice(http://appraiser.pascogov.com) i _I COAST TO COAST FIRE PROTECTION,INC. JAI December 13,2018, City of Zephyrhills + 5335 81h Street Zephyrhills,FL 33542 To whom it may concern, Please let this letter serve as authorization for those listed below to drop off and pick up fire sprinkler permits submitted under my State of Florida Contractor II License No. 34268800012001. • Kristen Sibson Thank You, John ' so Sworn to and subscribed before me this day of [)ecem b Itl, 2019 by .an lq n 5110 50,E ,who is personally known tome. Notary Public: ,� ANNMA ARMSTRONG Printed Name: yt ay! +s '� NiYC4NIiNiSSIONtl00336323 My Commission Expires: _ " EXPIRES:JWyA2023 Bonded ihu Notary Ptft 1MbeMAM i 5001 S Macdill Ave, Suite 300•Tampa,Florida 33611 •(8113)287-2138•Fax(813)626-4976 i i ZEPHl'RH19_LS 1=1RE DEPARTMENT 38410 6th Ave Zephyrhills, FL 33542 FIRE SERVICE.USER,FEES increase 1/1/2018 . Occupancy No.: Plan No.: Contractor: 6n0 9! Business Name: � Js.- .-ors Z c A—_--S Billing-lAddress: Business_Address:- gall ��'►'% Ta�I ��� Business Phone.No.: Billing Phone No.: Business Fax No.: Billing Fax.No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES ! PERMIT FEE Annual- I Educabon,healthcare,De tention&Correctional Public Assembly,Business, schools, j Storage,Mercantile and Churches Site Plan N/C Industrial. no.charge Sprinkler $50 Multi-Family/Commercial .03 sf up to 800 sq.ft. $ 24.00 Standpipes $50 (Minimum-Charge$24.00 801 -1,500 sq ft $ 34.52 i Fire Pump $50 Plan-Revisions DBL. 4,501-2,500 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 W =25-Heads $50 51501-7,500 sq ft $ .187.52 Natural Gas $50 .;:pluv,,Heads $100 7,501-10,000 sq ft $ 262.52 Fuel Tanks- pertank $50 STANDPIPE.SYSTEM 10,001-15,000 sq ft $ 375:02 Sparklers $100 a`.Per Riser $50 15,001-20,000 sq ft $ 525.02 F.ire'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 f Controlled Bum(15da; $100 FIRE.AL'ARM SYSTEM 40,,001=60,000 sq ft $.1,500:02 .5 s1Y Hood/Duct $50 0-25 Devices $50, 60,001-80.000 sq ft $ 2;100.02 Place of Assembly $50 Annual 80i00142,100.02)per 26.plus Devices $100 ea add 1,000sq ft $ 0.06 Fire Protection $25 SUPPRESSION SYSTEMS. (Buslness-closed until i Flammable Application $50 Annual Wet $50 ulolations-corrected)• i 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 Hy'drant'Flow $75 Torch.-Pot/Applied $50 .OTHER Haz.Materials $50 Annual LP Installation per tank $50 FIRE ALARM SYSTEM Fuel Tarik Installation $50, System Acceptance $50 (Per Tank) `$50'B`Recall Acceptance $50 ❑Natural.Gas Installation $50 OTHER (Per System) Fire Wall/Smoke Wall $15 per wall Spray Booth $50.. . LP•Gas $25 pertank Natural Gas. $25 per system, Tent 10'x10'or greater $15 per tent 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 fla I INSPECTION TOTAL S'bfl.o� PERMIT TOTAL /-o0 GRAND TOTAL o Comments: i Date: eq Inspector: �--- see.back mh J Cz�Z"4s`�s71�"gti.RS-.a'".f'-.5�_"':s^..�'9Sv i�e�i-:.«:+^o---.r�sX^.ta+:,d;z:;'-':.-,.x"<:xa5;=.'.'.�,IT...*".'.F'Y"+..•'._es^a�+,�'c;zrcr•'.:�.�+�rantar^sarxxsxczmrs+ia,�-scars.��.z�ema*x.,..e,¢w+.-°i^.°«..®.u*.•u�.ca-.:.�....,.-......,...,...—....�.�-..-..-.. FALSE ALARM FEE 1stAlarm N/C 2nd Alarm N/C 3rd Alarm -N/C 4th Alarm $100 5th Alarm $150 6th Alarm $200 NON COMPLIANCE $150 Cont.`Annuai 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-inspection`-types First Re-inspection N/C Second re-inspect $75 Third re-inspectior $ 125.00 -Inspection:scheduled but caneelle&24-hrs $ 50.00 TOTAL: nih City of 2ep-yrh, s BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: f Date Received: I / 7 h 4 Site: ,3 o I Permit Type: Approved w/no comments:[ Approved w/the below comments: ❑ Denied w/the below comments: i I I I I i I� II This comment sheet shall be kept with the permit and/or plans. ,!ff%1*-=p er—Plans Examiner I D(afe Contractor and/or Homeowner G e& o s p w� (Required when comments are present) i I i C � _ COAST TO COAST FIRE PROTECTION,INC. .'g Y i t Fire Sprinkler System Submittal For Zephyr Commons Self Storage I 38011 Pretty Pond Rd. Zephyrhills, FL Submitted by Coast To Coast Fire Protection, Inc. 5001 S MacDill Ave., Suite 300 Tampa, Florida 33611 General Contractor J Raymond Construction Contents j i i I. Materials A Sprinkler Heads B Pipe C Fittings D Valves E Electronic Devices F Hanger Material G Misc i i Q&ICK RESPONSE asp® AUTOMATIC SPRINKLERS "' I GL SERIES )N FIRE SPRINKLER CORPORATION UPRIGHT - PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION _ The Globe Quick Response Series GL-QR Sprinklers are �� a low profile yet durable design which utilizes a 3mm frangible` glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary .=_ A sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever :=K standard spray sprinklers are specified when allowed by the ap- plicable standards. It offers the additional feature of greatly in- QUICK RESPONSE creased safety to life and is available in various styles, orifices, SERIES GL-QR SERIES GL-QR/CNV temperature ratings and finishes to meet many varying design UPRIGHT CONVENTIONAL requirements. Quick Response Sprinklers should be used ad- visedly and under the direction of approving authorities having r` 3� jurisdiction. The heart of Globe's Series GL-QR sprinkler proven ac- tuating assembly is a hermetically sealed frangible glass ampule ' that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the inter- nal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the QUICK RESPONSE glass to shatter. This results in water discharge which is distrib- SERIES GL-QR SERIES GL-QR/SW uted in an approved pattern depending upon the deflector style PENDENT VERTICAL used. SIDEWALL TECHNICAL DATA • See reverse side for Approvals and Specifications. • Temperature Ratings - 135°F (57°C) 155°F (68°C) 175°F (79°C), 200°F (93°C), 286°F (141°C) • Water Working Pressure Rating - 175 psi (12 Bars) • Factory tested hydrostatically to 500 psi (34 Bars) QUICK RESPONSE HORIZONTAL L • Maximum low temperature glass bulb rating is-67°F (-55°C) SIDEWALL HORIZONTAL • Frame- bronze • Deflector- brass • Screw- brass SERIES GL-QR/SW SIDEWALL • Lodgement Wire-stainless steel • Bulb seat-copper, SERIES GL-QR/SW • Spring - nickel alloy • Seal-teflon • Bulb-glass with alcohol based solution, 3mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A.MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY 135°F/155'�� R70/68°C i{ ORANGE/RED 100°F 38INTERMEDIATE 1;75°F/200° C%93°C YELLOW/GREEN 1'50°F 66°G HIGH , r 286YF BLUE 225°F 107°C � x JAN 2018 GFS-100a(Formerly A-20) QUICK RESPONSE AUTOMATIC SPRINKLERS UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL"K"FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (40 metric) 1/2"NPT (15mm) 2 1/4" 1(5.7cm) 4.2 (60 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Factory Bronze 5.6 (80metric) 1/2"NPT (15mm) 21/4" 1(5.7cm) Chrome 'White Polyester' 8.0 (115 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Black Polyeste_rz.3 8.0 (115 metric) 3/4"NPT (20mm) 2 7/16" (6.2cm) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". 'FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS TEMPERATURE OB STYLE SIN FACTOR HAZARD' 135"F 155•F 175•F 200•F 286•F cULus FM LPC CE MEA 101D-92--E (570C) (680C) (79•C) (930C) (141•C) GL2815 2.8 LH X X X X X X - - - X GL4215 4.2 LH X X X X X X - - - X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115• 8.0-(%'NPT) LH/OH X X X X X X - - - X GL8118 8.0 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X - - - X GL4201 4.2 LH X X X X X X - - - X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101* 8.0*('/"NPT) LH/OH X X X X X X - - - X GL8106' 8.0 LH/OH X X; X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X - - - SIDEWALLr GL8133 8.0 LH X X X X X X - - - - GL2826§ 2.8 LH X X X X X X - - - X HORIZONTAL GL4226§ 4.2 LH X X X X X X - - - X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X X -- - X GL5627= 5.6 LH/OH X X X X X - - X X - GL8127§ 8.0 LH/OH X X X X X X - -- - - CONVENTIONAL GL5624 5.6 LH/OH X X X X X - - X X - (OLD STYLE) GL8125 8.0 LH/OH X X X X X -- - X X - 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. oINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. OR ORDINARY HAZARD I LH:LIGHT HAZARD '1/2"NPT,FOR RETROFIT ONLY ORDERING INFORMATION GLOBE°PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured • Quantity • SIN • Style • Orifice products found to be defective in material or workmanship for a • Thread Size • Temperature • Finishes desired period of one;year from date of shipment. • Quantity-Wrenches-P/N 325390 (1/2 ); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale(Our Price List). i 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 k 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com FIRE SPRINKLER CORPORATION JAN 2018 PRINTED U.S.A. GFS-100a(FormerlyA-20) I J STANDARD RESPONSE AUTOMATIC SPRINKLERS a"mom GL. SERIES FARE SPRINKLER CORPORATION UPRIGHT ® PENDENT CORPORATION VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Standard Response GL Series Sprinklers are a low ' A profile et durable design which utilizes a 5mm frangible lass p Y 9 9 9 J;/4 ampule as the thermosensitive element. While the Standard r r Response Sprinkler provides an aesthetically pleasing appear- ,;. ance, it can be installed wherever standard spray sprinklers are r? specified when allowed by the applicable standards. It offersx the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and fin- cg' ishes to meet varying design requirements. Standard Response STANDARD RESPONSE Sprinklers should be used advisedly and under the direction of UPRIGHT CONVENTIONAL approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that := t:4; l contains a precisely measured amount of fluid. When heat is I absorbed, the liquid within the bulb expands increasing the 7 4 internal pressure. At the prescribed temperature the internal { pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in waterdischarge which is distributed in an approved pattern depending upon the deflector style used. 1 STANDARD RESPONSE The sprinkler and escutcheon are not factory assembled. PENDENT VERTICAL Assembly is done in the field. SIDEWALL TECHNICAL DATA • See reverse side for Approvals and Specifications. • Temperature Ratings- 135°F (570C), 155°F (680C), - 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (1829C) '' 500°F (260°C)Available Upon Request Without Approvals • Water Working Pressure Rating - 175 psi (12 Bars) • Factory tested hydrostatically to 500 psi (34 Bars) STANDARD RESPONSE • Maximum low temperature glass bulb rating is-67°F (-55°C) LPC/CE HORIZONTAL • Frame- bronze • Deflector- brass • Screw- brass HORIZONTAL SIDEWALL • Lodgement Wire - stainless steel • Bulb seat- copper SIDEWALL • Spring - nickel alloy • Seal -teflon • Bulb-glass with glycerin solution, 5mm size • Escutcheon Assembly - steel -SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER I BULB COLOR N.F.P.A.MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY 1C35` 155°F ''' '° 57°C%68°G` j ORANGE/RED ` '"10Q`F t ° "f' me•µ« INTERMEDIATE ' 175 F/200'F ° 79 G/93`G° YELLOW/GREEN 150'F 66 C HIGH 286', BLUE EXTRA HIGH 360'F 182C C MAUVE 304'F 149 C ULTRA HIGH ;� 500F : ;YM26€l'C ', h BLACK w 47a5 F 2k46C MAR 2017 GFS-100b (Formerly A-65) I S?ANOARD RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT • PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL"K"FACTOR THREAD SIZE LENGTH' FINISHES 2.8(40 metric) 1/2"NPT(15mm) 2 1/4"(5.7cm) 'Factory-Bronze 4.2(60 metric) 1/2"NPT(15mm) 2 1/4"(5.7cm) Chrome 5.6(80 metric) 1/2"NPT(15mm) 2 1/4"(5.7cm) White Polyester3 8.0(115 metric) 1/2"NPT(15mm) 2 1/4"(5.7cm) Black Polyester" 8.0(115 metric) 3/4"NPT(20mm) 2 7/16"(6.2cm) Wax Coated134 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'AVAILABLE AS CULLS LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. 'HORIZONTAL SIDEWALL IS 2 9116". 'WAX COATING CULLS LISTED UP TO 200"17(93"C)ONLY. 'FINISHES AVAILABLE ON SPECIAL ORDER. APPROVALS SIN K TEMPERATURE NYC-DOB STYLE MODEL FACTOR HAZARD' 135°F 155°F� 175°F 200•F -286°F SS360°F CULLS FM LPC CE MEA 101-92-E (570C) (68°C) (79°C) (930C) (141°C) (1820C) GL2861 2.8 LH X X X X X X X -- - X GL4261 4.2 LH X X X X X X X -- X UPRIGHT GL5661 5.6 ALL X X X X X X X X X X X GL8161 8.0* ALL X X X X X X X --- - --- X 'GL8164: 8.0 ALL X X X X X X X X X X X GL2851 2.8 LH X X X X X X X - - - X PENDENT GL4251 4.2 LH X X X X X X X -- - -- X RECESSED GL5651 5.6 ALL X X X X X X X X X X X PENDENT GL8151 8.0* ALL X X X X X X X X -- X GL8156 8.0 ALL X X X X X X X X$ X X X VERTICAL GL5675 5.6 LH X X X X X X X X --- --- -- SIDEWALL1 GL8176 8.0 LH X X X X X X X -- - HORIZONTAL GL2870§ 2.8 LH X X X X X X X - - X SIDEWALL GL4270§ 4.2 LH X X X X X X X - - X RECESSED GL5670§ 5.6 LH/OH X X X X X X X X - X HORIZONTAL GL56710 5.6 LH/OH X X X X X X --- -- X X -- SIDEWALL GL8171§ 8.0 LH/OH X X X X X X X -- -- CONVENTIONAL GL5668 5.6 LH/OH X X X X X X - - X X --- (OLD STYLE) GL8169 1 8.0 LH/OH X X X X X X - - X IX -- 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. SBRASS FINISH ONLY WHEN RECESSED §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. "NO FM APPROVALS FOR RECESSED cINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. $$NO FM APPROVALS tPENDENT VERTICAL SIDEWALL CULLS LISTED FOR 6'MIN.SPACING. OH:ORDINARY HAZARD tUPRIGHT VERTICAL SIDEWALL CULLS LISTED FOR 9'MIN.SPACING. LH:LIGHT HAZARD 500"F(260"C)AVAILABLE UPON REQUEST WITH NO APPROVALS. ALL:ALL HAZARDS 1/2"NPT;RETRO-FIT ONLY 2 15/16°CIA 2°DIA MIN. 25.4mm%12.7mm REDUCER CEILING 1•%1/2'REOUCFR HOLE IN CEILING WALL C EILING SEE 129/32-DIA. aP UNOTE • --------I l_ t 50.8mm DIA.MIN. } 2"REDUCERHOLE IN CEILING215/i6° 129/32"2'DIA MIN.D10. 74.6mm 48.9mm 1 MOIE IN CEILIr IDIA DIA7/e'MAx Ur; If RETAINER TCEILING 1CUP 9mINRETAINER1°MIN. 44.Smm MAX. 13/4°MAX. 3.2mm 3.2mm MIN. 7/8"MAX. 22.2rnm MAX. ORDERING INFORMATION GLOBE° PRODUCT WARRANTY SPECIFY Globe;agrees to repair or replace any of its own manufactured •Quantity•Model•Number Style•Orifice products found to be defective in material or workmanship for a •Thread Size•Temperature•Finish desired I •Quantity-Wrenches/Recessed wrenches- period of one year from date of shipment. P/N 3253901325391(1/2");P/N 312366/325401(L.O.) For specific details of our warranty please refer to Price List •Quantity Protective Caps-P/N 327109-CAP(Friction Fit Recessed) Terms and Conditions of Sale(Our Price List). 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 Oka 94 I.MbBirk989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION ! 1-800-248-0278 www.globesprinkler.com MAR 2017 PRINTED U.S.A. GFS-100b (Formerly A-65) I A Q Tallied TUBE & CONDUIT t Sc 'm � ,ED = i YV I � a x r' m 1 l S*_." hedu 1em10@/.1'"0"chedu-1em40@ Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe you get a UL listed and FM approved product.Although these products do not require separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10 (1%4"-8")pipe and Sch-40(1"-V2")pipe have passed the same thorough lab testing as our other listed pipe products,and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Galvanized Pipe Sch-40 Specifications Schedule-10/Schedule-40 product can be NPS Nominal I.D. Wt. Wt.(H20 Filled) Pcs/ Wt/Lift(21') Wt/Lift(24') Wt/Litt(25') "hot-dip"galvanized to meet FM In,mm In;mm Lbs/Ft,Kg/m Lbs/Ft Kg/m Lilt Lbs;Kg Lbs;Kg Lbs;Kg � 49 80 2 C2� (� requirements for dry systems in ti" 1.049 1.680 ; 2.05 70 2,470 2,822 2 940 accordance with the zinc coating 25^ 26.6 2.5 3.05 70 1,120 82 00 1 334 specifications of ASTM A-123. 1+�° 1.380 2.270 �2c93 51 2,431 2 778 2,894 32' 35.1' 4:36 (`4.36 51 1, 003 C,260 1,313 Superior Coating 1+/z° 1. 110 2.720 3.61 44 2,513 2 872 2,992 40 40.9 (4 j 5 37 44 1,140) C1 1,357 Our advanced formula mill coating of- 2" 2.067 3.650 5.13 30 2,300 2,628 2,738 fers a clean,durable surface.It is also 50 52.5 5.4 I 7.63 30 1,043 1,192 1,242 paint-ready for custom color applications + ° without special preparation. 2/z 2.469 5.790 7.86 19 2,310 2,640 2,750 65 62.7 8.6 1 11.73 19 1,048 1,197 1,247 The internal surface of all black Allied Tube&Conduit Fire Sprinkler pipe Sch-10 Specifications products up to 4.5000"in diameter is coated with our new Antibacterial For- NPS Nominal I.D. Wt. Wt.(1120 Filled) Pcs/ Wt/Lift(21') Wt/Lift(24') WI/Lift(25') mula,"ABF".In scientific laboratory In;mm In,mm Lbs/Ft Kg/m I Lbs/Ft,•Kg/m Lift Lbs;Kg Lbs;Kg Lbs;Kg test,ABS proved to have superior resis- 1" 1.097 1.400 1.81 91 2,675 3,053 3,185 tance to microbial colonization of pipe 25 27.9 2.1 2.70 91 1,213 1,385 1,445 walls,thereby delaying or possibly pre- 1++/a° 1.442 1.810 j 2.52 61 2,319 2,664 2,760 venting the onset of Microbiologically 32 36.6 2.7 3.75 61 1,052 1,208 1,252 Influenced corrosion(MIC)when the 1+/z" 1.682 2.080 3.04 61 2,664 3,045 3,172 First Sprinkler System is first installed. 40 42.7 3.1 4.52 61 1,208 1,381 1,439 American - 2" 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 6.28 37 930 1,063 1,108 Meets"Buy American"requirement 2+/Z ,'2.635' 2,224. 2,542; 2,648, and is available through distributors in 0, 66.9 5.3, 8.77 30 ;1,009 =1,753t 1,201 the USA,Canada and Mexico. 3 ,3.260 i4,330, 7.94, 19: ..1,728; 11,975. 2,057, 80. 82.8' 6.4. '11.82` 19 .784: 896. 933 ApprovalsSpecifications & = ,4°' 4260'. 5.610, 11.78`, �19 ',2,238,: ;2,558,, ;2,665 Schedule-10/Schedule-40 pipe are in 90;` 108.2- 8.3' 17.53 19' .1,015 41160 11209' compliance with the following: 5" 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 1 25.80 10 740 846 881 ASTMA-135,and NFPA 13.Both pipe 6" 6.357 9.290 1 23.03 10 1,951 2,230 2,322 products have a working pressure rating 150 161.5 13.8 34.27 10 885 1,012 1,053 of 300 psi maximum and also meet the g" 8.249 16.490 ; 40.15 7 2,424 2,770 2,885 stringent requirement for the following 200 209.5 24.5 59.75 7 1,100 1,256 1,309 tests: •Welded Outlets •Hydrostatic Pressure •Side Wall Rupture Listed Approved Listed •Vibration Test CO ^ 16100 S. Lath Customer Service: Lathrop•Harvey, IL 60426 allied 11350 Norcom Rd.• Philadelphia, PA 19154 (800) 882-5543 a vital part of your world TUBE&CONDUIT 2525 N.27 th Ave.• Phoenix,AZ 85009 Fax 708-339-1806 S5-3 i AOL I�1NTERNATIOAL Building Connections That Last If ~� �t 6 S iS aJt January 2008 B U I L D I N G CON NECTI ONS T H A T L A S T <SP::F/ NVIL Steel Pipe Nipples 6 Malleable Fittings L7 s � ®Catawi,sr Ann7ftStar• Cgi- L �ERIT `�� '.'=F t /1M/Itt57t�u'i' a i SPF/FiNVB_ ®lstawissa- 9 Star' 'sCO&WIL /'mo w (ll :+'r' zft—/IL—._,r_ Lm MERIT. Anvil's Unmatched Piping Products for Every Industry Anvil provides the most comprehensive line of innovative, durable, and reliable pipe connections, support systems, and customer service. For more than 150 years,Anvil has provided integrated,reliable piping solutions for a variety of applications.With the most complete line of piping products,expert design services,and a responsive customer service team,Anvil's total package is unmatched throughout the industry. Our professionals will work with you to develop innovative solutions that meet your demands and exceed your expectations. From HVAC,plumbing and mechanical to fire protection, mining, oil and gas, and gas utilities,Anvil covers all markets.Our extensive product line includes grooved couplings,fittings,and valves;cast and malleable pipe fittings; forged steel fittings and unions;steel pipe nipples and couplings;pipe hangers and supports;strut and channel;oil country fittings;and valves.Our exceptional market-specific expertise ensures you always get the best solution for your unique application. In addition to Anvil's extensive line of domestically manufacture products,Anvil also offers a full line of Globally manufactured malleable iron fittings and steel pipe nipples.These products are manufactured within ISO 9001:2000 facilities where Anvil's quality control engineers oversee the entire process.Anvil is committed to providing the finest quality pipe fittings available,which we believe only a true manufacturer can provide.Engineered drawings of fittings and nipples along with detailed inspection procedures,leave no questions regarding Anvil's commitment to quality imported products. With 150 years of manufacturing expertise,Anvil is in a unique position to set the highest quality standard for both domestic and import products.Anvil's specifications for SPF malleable fittings and pipe nipples are higher than typical ANSI specification.The SPF malleable fittings are UL Listed and FM Approved. i BvirSengcwnemmv Tho Ewe i e SPF STEEL PIPE . II® ■II , Standard Welded Anvil In',ternational is the only manufacturer where you can combine your import and U.S. Manufactured product requirements. STANDARDS . s•v 3 ¢ .# 4' 'uyKTj RIRA.. :.3d:s..F J .t;•kt>tr+ Dimensional: ASTM A733 —_ Standard End Finish - Tapered Pipe Thread (NPT) Material: ASTM A53 Type F or Type E Galvanizing: Hot Dip Galvanizing* Threading:** ASME B 1.20.1 _ *Galvanized nipples are manufactured from pipe coated on the inside and outside by hot dip process. **British Standard threading per BS 21 available upon request. ' • Ends are cut square to the central axis.All burrs on Also available: the inside are removed.The ends of the pipe nipples Ready Cut Pipe,Standard-Schd.40(black and galvanized) are chamfered on the outside at an angle of 35•+/- Pipe Size:'/2",3/4",1",11/4", 11/2',2" 10`to the central axis. Pipe Length:8",24",30",48",60",72" • "66"Packs,Standard-Schd.40(black and galvanized) • Pipe nipples are threaded on both ends with Nipple Size:'/z",3/4',1",1'/4',11/2",2" standard NPT tapered threads.Threads are right Single Run Nipple Packs(black and galvanized) hand on both ends. Pipe Size:'/2",3/4",1,1'/4",1'/2",2" Pipe Nipole Lengths (Black and galvanized) /a .405 3/4 1 '/2 2 2 '/2 3 3 '/2 4 4 '/2 5 5 '/2 6 7 8 9 10 11 12 1/4 .540 7/8 1 '/2 2 2 '/2 3 3 '/2 4 4 '/2 5 5 '/2 6 7 8 9 10 11 12 3/8 .675 1 1 '/2 2 2 1/2 3 3 '/2 4 4 '/2' 5 5 '/2 6 7 8 9 10 11 12 '/2 .840 1 '/s 1 '/2 2 2 '/2 3 3 '/2 4 4 '/2 5 5 '/2 6 7 8 9 10 11 12 3/4 1.050 1 3/8 1 '/2 2 2 1/2 3 3 '/2 1 4 4 '/2' 5 5 '/2 6 7 1 8 9 10 1 11 12 1 1.315 1 '/2 2 2 '/2 3 3 '/2 4 4 '/2 5 5 '/2 6 7 8 9 10 11 12 1 '/a 1 1.660 1 5/8 2 2 1/2 3 1 3 '/2 4 4 '/2 5 5 '/2 1 6 7 8 9 10 11 12 1 '/2 1.900 1 3/4 2 2 '/2 3 3 '/2 4 4 V21 5 5 1/2 6 7 8 9 10 11 12 2 2.375 2 1 21/2 3 31/2 4 4 V21 5 5 '/2 b 1 7 8 9 10 11 12 2 '/2 2.875 2 '/2 3 3 '/2 4 4 '/z' 5 5 '/2 6 7 8 9 10 11 12 3 3.500 2 5/8 3 3 '/2 4 4 V21 5 5 '/2 6 7 8 9 10 11 12 4 4.500 2 7/8 4 4 1/2 5 5 1/2 6 7 8 9 10 11 12 6 1 6.625 3 '/s 4 4 '/z 5 5 '/2 6 7 8 9 10 11 12 ARM i Oil 9PF'OSTEEL PIPE NIPPLES Extra Hear SCH. SO Welded Anvil International is the only manufacturer where you can combine your import and U.S. Manufactured product requirements. Dimensional: ASTM A733 Standard End Finish Tapered Pipe Thread (NPT) Material: ASTM A53 Type F or Type E Galvanizing: Hot Dip Galvanizing* Threading: ASME B 1.20.1 *Galvanized nipples are manufactured from pipe coated on the inside and outside by hot dip process. • Ends are cut square to the central axis.All burrs on the inside are removed.The ends of the pipe nipples are chamfered on the outside at an angle of 35•+/-10'to the central axis. • Pipe nipples are threaded on both ends with standard NPT tapered threads.Threads are right hand on both ends. Pipe Length , :x i I Close Pipe Nipple Lengths (.qkack and,gd1vanized) '/a .405 3/4 1 '/2 2 2 '/2 3 3 '/2 4 4 1/2 i 5 5 '/2 6 7 8 9 10 11 12 1/4 .540 7A 1 '/2 2 2 '/2 3 3 '/2 4 4 '/2 5 5 '/2 6 7 8 9 10 11 12 3/a .675 1 1 '/2 2 2 '/2 3 3 '/2 4 4 '/2' 5 5 '/2 6 7 8 9 10 11 12 1/2 .840 1 1/8 1 1/2 2 2 '/2 3 3 '/2 4 4 '/2 5 5 '/2 6 7 8 9 10 1 1 12 3/4 1.050 1 3/& 1 '/2 2 2 '/2 3 3 '/2 4 4 '/2 5 5 '/2 6 7 8 9 10 11 12 1 1.315 1 1/2 2 2 '/2 3 3 1/2 4 4 '/2 5 5 '/2 6 7 8 9 10 11 12 1 1/4 1.660 1 5/8 2 2 '/2 3 3 '/2 4 4 '/2; 5 5 '/2 6 7 8 9 10 11 12 1 1/2 1.900 1 3/4 2 2 '/2 3 3 '/2 4 4 '/2 5 5 '/2 6 7 8 9 10 11 12 2 2.375 2 2 '/2 3 3 '/2 4 4 '/2 5 5 '/2 6 7 8 9 10 11 12 2 1/2 2.875 2 '/2 3 3 '/2 4 4 '/2, 5 5 '/2 6 7 8 9 10 11 12 3 3.500 2 5/8 3 3 '/2 4 4 '/2 5 5 72 6 7 8 9 10 11 12 3 '/2 4.000 2 3/4 4 4 '/2: 5 5 1/2 6 7 8 9 10 11 12 4 4.500 2 '/e 4 4 '/2 5 5 '/2 6 7 8 9 10 11 12 5 5.563 3 4 4 1/2' 5 5 1/2 6 7 8 9 10 11 12 6 6.625 3 '/8 4 4 V2' 5 5 '/2 6 7 8 9 10 11 12 evJdiny Conneciom fim Ell STEE . . . . ii■ Extra Heavy Seamless Anvil International is the only manufacturer where you can combine your import and U.S. Manufactured product requirements. STANDARDS i �;, - .o[ .� `.ae'rS - >.*';' '£4'1'" ':z�`4��`:aY�4'.`;:;`��'"{a'P,,:i b•>�`'•-`.�sz.�'R Dimensional: ASTM A733 Standard End Finish - Tapered Pipe Thread (NPT) Material: ASTM Al 06 Grade B Galvanizing: Hot Dip Galvanizing* Threading: ASME B 1.20.1 =' *Galvanized nipples are manufactured from pipe coated on the inside and outside by hot dip process. • Ends are-cut square to the central axis.All burrs on the inside are removed.The ends of the pipe nipples are chamfered on the outside at an angle of 35•+/-10•to the central axis. • Pipe nipples are threaded on both ends with standard NPT tapered threads.Threads are right hand on both ends. Pipe Nipole Lengths (Black and galvanized) •' 1/8 .405 3/4 1 '/z 2 2 '/z 3 3 '/z 4 4 '/z 5 5 '/z 6 7 8 9 10 11 12 1/4 .540 7/8 1 '/z 2 2 '/z 3 3 '/z 4 4 '/z 5 5 '/z 6 7 8 9 10 11 12 3/8 .675 1 1 '/z 2 2 '/z 3 3 '/z 4 4 '/z 5 5 '/z 6 7 8 9 10 11 12 '/z .840 1 '/8 1 '/z 2 2 '/z 3 3 '/z 4 4 '/z 5 5 '/z b 7 8 9 10 11 12 3/4 1.050 1 3/8 1 '/z 2 2 '/z 3 3 '/z 4 4 '/2' 5 5 '/z 6 7 8 9 10 11 12 1 1.315 1 '/z 2 2 '/z 3 3 '/z 4 4 '/21 5 5 '/z 6 7 8 9 10 11 12 1 1/4 1.660 1 5/8 2 12 '/z 3 3 '/z 4 4 '/z 5 5 '/z 6 7 8 9 10 11 12 1 '/z 1.900 1 3/4 2 2 '/z 3 3 '/z 4 4 '/z 5 5 '/z 6 7 8 9 10 11 12 2 2.375 2 2 '/z 3 3 '/z 4 4 '/z, 5 5 '/z 6 7 8 9 10 11 12 2 '/z 2.875 2 '/z 3 3 '/z 4 4 '/z 5 5 '/z 6 7 8 9 10 11 12 3 3.500 2 5/8 3 3 '/z 4 4 '/z 5 5 '/z 6 7 8 9 10 11 12 4 4.500 2 7/8 4 4 '/zi 5 5 '/z 6 7 8 9 10 11 12 5 5.563 3 4 '/z' 5 5 '/z 6 7 8 9 10 11 12 6 6.625 3 '/8 4 '/s 5 5 '/z 6 7 8 9 10 11 12 ,�rEa Ar, IL www-ahvi, 5, 1140"F MA' L L E' ABLE OKPITT' Class 150 (Standard) 'STANDARDS i Dimensional: Fittings: ASME B16.3 Unions: ASME B 16.39 , Bushings/Plugs: ASME B 16.14 t Material: ASTM A-197 " Galvanizing: ASTM A-153 (Hot Dip Galvanizing) Threading:* ASME B 1.20.1 Pressure Rating: Fittings: ASME B 16.3 Unions: ASME B 16.39 Bushings/Plugs: ASME B 16.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using an air under water process. Agency Approvals: All malleable iron fittings and unions are UL Listed and FM Approved. *British Standard threading per BS 21 available upon request. 900 REDUCING ELBOW �$- .n _.,.� �.a^.� .,. ,�: }. ;n��y�a' �Y->.vr Weight,. 'A x '/8 0.74, 0.76 0.08 %x'/8 0.81' 0.85 0.11 %x'/4 0.88, 0.90 0.13 rJ '/2 x'/4 0.97 0.98 0.16 '/2 x% 1.04' 1.03 0.19 x 3/4X% 1.121 1.13 0.26 Y 3/4 X'/2 1.2Q 1.22 0.29 k,= 1 x'h 1.26; 1.36 0.42 1 x 3/4 1.37, 1.45 0.47 1 '/4 x'/2 1.34' 1.53 0.54 1 'A x 3/4 1.45 1.62 0.62 1 '/4 x 1 1.58 1.67 0.73 1 'A x 3/4 1.52 1.75 0.74 1 '/2 x 1 1.65 1.80 0.88 1 '2 X 1 4 1.82 1.88 1.03 2 x 3/4 1.60 1.97 1.04 2 x 1 1.73 2.02 1.28 2x1 '/4 1.96 2.10 1.36 2 x 1 'h 2.02 2.16 1.51 2 '/2 x 1 '/2 2.16 2.51 2.20 2 ''A x 2 2.39 2.60 2.55 3 x 2 2.52 2.89 3.35 3 x 2 '/2 2.83 2.99 4.12 4 x 3 3.30 3.60 6.65 f rNroRNATro e�td�ycw»,.mo�:mmtarr ®I + e • ' it IRON, S I 1 �■ Glass 150 (Standard) 900 ELBOW 1/8 0.69 0.06 :. 4 1/4 0.81 0.10 % 0.95 0.15 t,@ , 9 ' l '/2 1.12 0.22 3/4 1.31 0.36 1 1,50 0.57 1 'A 1.75 0.87 1 1/2 1.94 1.16 2 2.25 1.81 i 2 '/2 2.70 3.23 3 3.08 4.82 --- 4 3.79 8.41 6 5.13 19.96 450 ELBOW 1/8 0.63 0.06 'A I 0.73 0.11 % 0.80 0.14 '/2 0.88 0.20 3/4 0.98 0.32 1 1.12 0.50 1 '/4 1.29 0.76 1 '/2 1.43 1.00 2 1.68 1.61 21/2 1.95 2.77 3 2.17 4.03 4 2.61 6.92 6 3.46 16.31 8 TG'+y ConnY<Uarzr Thittmt � oil, v1p Class 150 (Standard) 900 STREET ELBOW k" '/8 0.69 1.00 0.05 '/a 0.81 j 1.19 0.09 % 0.95 1.44 0.15 '/z 1.12 1.63 0.20 3/a 1.31 1.89 0.34 1 1.50 2.14 0.58 - ' � - 1 '/a 1.75 2.45 0.84 I 1 'h 1.94 i 2.69 1.12 2 2.25 1 3.26 1.85 i 1 2 1/2 2.70 3.86 3.28 (' 3 3.08 4.51 5.00 4 3.79 j 5.69 9.18 450 STREET ELBOW A 0.63 0.83 0.05 '/a 0.73 � 0.94 0.08 3/e 0.80 1.03 0.12 '/2 0.88 1 1.15 0.18 3/a 0.98 1.29 0.27 1 1.12 1.47 0.44 1 '/a 1.29 1.71 0.70 1 '/z 1.43 1.88 0.92 2 1.68 2.22 1.50 eight CROSS . .: t •"�++'r+''i:.s'�.�'r�py,,'�' �:�='rat;:��-�.��-y, - n::x:_..�;..,"t'.,� r,-.,. .g aj�-ye�;fii- :rt 1� ,:7W��. .i. 'i>%.-,-, .. �-;, .;rr2`.,�, :y>-;r.`1'�. .u,'S_r,:'::i;�r:,.-y„=9• '/a 0.81 0.17 % 0.95 0.26 '/z 1.12 0.38 Yll 3/a j 1.31 0.61 A 1 1.50 0.95 A 1 '/z 1.94 1.86 2 2.25 2.83 r�reg�ar, BL a�a�yco .rnaumaeta.r it i oil Class ISO (Standard) CAP '/8 0.53 0.03 Y4 0.63 0.05 0.74 0.07 h{ axf cp @�y i'1alyF.. 7C j V2 ? 0.87 0.11 3/4 0.97 0.18 1.16 0.30 � I 1 '/4 1.28 0.44 1 '/2 1.33 0.55 2 1.45 0.85 2 '/2 ! 1.70 1.49 9� 3 '/2 1.90 3.02 i 4 2.08 3.79 6 2.55 8.77 TEE 1/8 0.69 0.09 1 /a 0.81 0.14 -• -"'P % 0.95 0.21 '/2 1.12 0.31 3/4 1.31 0.50 1 1.50 0.79 1 'A 1.75 1.19 1 '/2 1.94 1.57 _ 2 2.25 2.43 2 '/2 2.70 4.33 3 3.08 6.37 4 3.79 1 1.03 eu<wt conmouon:rnmto,e i ■II SPFMA' 'LLEABLE 1810N FITTINGSII® Class 150 (Standard) REDUCING TEE �� 'A MINNOW 0.97 •~ 0.97 0.98 r M. M.0.24 3/a f 1.04 1.04 1.03 0.27 3/4 1.22 1.22 1.20 037 1 1.36 1.36 1.26 0.49 '/z 1.20 1.12 1.22 0.38 'r2 3/4 + 1.31 1.22 1.31 0.45 '/4 I 1.05 1.05 1.08 0.36 3/4 3/4 3/a 1.12 1.12 1.13 0.39 '/z 1.20 1.20 1.22 0.43 1 1.45 1.45 1.37 0.62 '/4 1 1.50 1.18 1.50 0.63 'h 1.26 1.12 1.36 0.48 '/2 3/4 1.37 1.22 1.45 0.56 1 1.50 1.36 1.50 0.67 '/z 1.26 1.20 1.36 0.53 -A B` 3/4 3/4 1.37 1.31 1.45 0.61 ' = 1 1 1.50 1.45 1.50 0.71 41 3/a 1.18 1.18 1.27 0.57 _ '/z 1.26 1.26 1.36 0.62 I 3/4 1.37 1.37 1.45 0.69 :. 1 1 1/4 .1.67 1.67 1.58 0.94 !) + 1 '/z 1.80 1.80 1.65 1.07 2 2.02 2.02 1.73_ 1.45 1 1.58 1.36 1.67 0.82 '/z 1 '/4 1.75 1.53 1.75 0.95 3A 1.45 1.31 1.62 0.75 3/4 1 1.58 1.45 1.67 0.87 1 Y4 1.75 1.62 1.75 1.00 '/z 1.34 1.26 1.53 0.74 3/4 1.45 1.37 1.62 0.82 1 '/4 1 1 1.58 1.50 1.67 0.94 1 '/4 1.75 1.67 1.75 1.08 '/z j 1.34 1.34 1.53 0.84 3/4 1.45 145 1.62 0.92 1 '/4 1 1.58 1.58 1.67 1.04 CONTINUED 1 '/z 1.88 1.88 1.82 1.34 ON NEXT PAGE. 2 2.10 2.10 1.90 1.65 ' ,�toa�AT. 11� 9uAding Connrtfionf fioelmr TTINGS SPF A' �L, t ON F MALLS B E R I L Class I 50'(Standard) F- -----Size REDUCING TEE ,Pll '/2 1 '/2 1.94 1.66 1.94 1.24 3 3 14 /4 1.50 1.26 1.69 0.86 1 1/2 1.94 1.75 1.94 1.29 1 1.65 1.50 1.80 1.08 1 'A 1.82 1.67 1.88 1.23 1 1/2 1.94 1.80 1.94 1.35 3/4 1.52 1.45 1.75 1.04 '/2 1 1.65 1.58 1.80 1.17 1 '14 1 '14 1.82 V.75 1.88 1.32 1 1/2 1.94 1.88 1.94 1.45 '/2 1.41 1.41 1.66 1.04 3/4 1.52 1.52 1.75 1.14 1 '/2 1 1.65 1.65 1.80 1.27 1 'A 1.82 1.82 1.88 1.43 2 2.16 2.16 2.02 1.89 '/2 2 2.25 1.88 2.25 1.89 3/4 2 2.25 1.97 2.25 1.93 1 2 2.25 2.02 2.25 2.00 7 B '_ 1 '14 1.90 1.75 2.10 1.64 1 '14 1 1/2 2.02 1.88 2.16 1.801 2 2.25 2.10 2.25 2.09 1 1.73 1.65 2.02 1.57 1 '/4 1.90 1.82 2.10 1.71 2 1 1/2 Ic 1 '/2 2.02 1.94 2.16 1.88 2 2.25 2.16 2.25 2.21 '/2 1.49 1.49 1.88 1.53 3/4 1.60 1.60 1.97 1.63 1 1.73 1.73 2.02 1.78 1 '14 1.90 1.90 2.10 1.97 1 1/2 2.02 2.02 2.16 2.12 2 A 2.60 2.60 2.39 3.15 3/4 1.74 1.74 2.32 2.67 1 1.87 1.87 2.37 2.84 2 '/2 2 V2 1 'A 2.04 2.04 2.45 3.09 1 '/2 2.16 2.16 2.51 3.29 2 2.39 2.39 2.60 3.65 1 2.00 2.00 2.66 3.96 1 1/4 2.17 2.17 2.74 4.23 3 3 1 '/2 2.29 2.29 2.80 4.45 2 2.52 2.52 2.89 4.90 2 1/2 2.83 2.83 2.99 5.69 2 j 2.74 2.74 3.41 7.52 4 4 -2 1/2 3.05 3.05 3.51 8.51 3 3.30 3.30 3.60 9.25 www-dnvilititi.com..' Oil OFVALL-EABLE FRON FITTINGS � �■ Class 150 (Standard) FLOOR FLANGE "a n^ .•, - 3.1 -571 ;• i 3/4 3.37 2.36 .28 0.49 ' b% `'•> 1 3.78 1 2.80 .28 0.63 1 '/a 4.19 3.17 .28 0.87 1 '/2 4.59 3.50 .31 1.10 2 5.18 4.01 .31 1.57 COUPLING 1 TM,* : /a 0.96 0.05 '/a 1.06 0.08 % 1.16 0.12 '/2 1.34 0.17 3/a 1.52 0.27 1 1.67 0.43 1 '/a 1 1.93 0.65 1 '/2 2.15 0.86 2 2.53 1.35 2 '/2 2.88 2.33 3 3.18 3.36 4 3.69 5.59 UNIONS BRASS SEAT) '/a 1.26 - 0.16 - '/a 1.46 1.65 0.23 0.23 % 1.61 1.77 0.33 0.29 ` '/2 1.73 1.89 0.41 0.43 3/a 1.95 2.05 0.60 0.64 1 2.07 2.28 0.89 0.80 1 '/a 2.26 2.56 1.25 1.40 x 1 '/2 2.42 2.76 1.76 1.69 2 2.75 3.07 2.44 2.66 2 '/2 123 3.35 3.52 3.87 3 3.50 3.74 4.34 5.81 ANVIL12 �amn e 9 Co��.-,aronr rnua tme i I Class 150 (Standard) REDUCING COUPLINGS 'se" j..� t.vf,s5 .$:,.+,"`i^°� j".. .b:; iv�,5e..• � '�`c4a,,S."Y * Ry' r..». ''�.t,;,p '/4 X A 1.00 0.07 %x'/a 1.13 0.09 %x'/4 1.13 0.10 '/2 x'/s 1.25 0.13 '/2 x'/4 1.25 0.13 /2x% ! 1.25 0.14 3/4 x'/a 1.44 0.18 3/4 x'/4 1.44 0.20 3/4 x 3/a 1.44 0.21 g � 3/4 x V2 1.44 0.22 j {per 1 x'/2 1.69 0.34 1 x 3/4 1.69 0.36 1 '/4 x'/2 2.06 0.47 1 '/4 x 3/4 2.06 0.51 1 '/4x1 2.06 0.57 1, 'A X'/2 2.31 0.62 { �- li' 1 Y2 x 3/4 2.31 0.66 1 '/2 x 1 2.31 0.73- E 1 '/2x1 'A 2.31 0.80 < /`t 2 x 1/2 2.81 0.94 2 x 3/4 2.81 0.99 ' 2 x 1 2.81 1.03 2 x 1 '/4 2.81 1.17 ' 2x1 '/2 I 2.81 1.25 2 1/2 x 1 '/4 3.25 1.81 2 '/2 x l A 3.25 1.90 2 '/2 x 2 3.25 2,04 3 x 1 3.69 2.48 3x1 'A 3.69 2.55 3x1 '/2 3.69 2.67 3 x 2 3.69 2.78 3 x 2 '/2 3.69 3.23 4 x 2 I 4.38 4.43 4 x 2 '/2 1 4.38 4.87 4 x 3 4.38 5.29 i PLUGS .,, Solid '/4 0.44 0.28 0.38 0.04 x' Solid % 0.48 0.31 0.44 0.06 Cored 1/2 0.56 0.38 0.56 0.08 Cored 3/4 0.63 0.44 0.63 0.13 Cored 1 0.75 0.50 0.81 0.20 Cored 1 '/4 0.80 0.56 0.94 0.32 Cored 1 '/2 0.83 0.62 1.13 0.43 Cored 2 0,88 0,68 1,31 0,67 'f Cored 2 '/2 1.07 0.74 1.50 1.11 Cored 3 1,1,3 0.80 1.69 1.53 Bar Plug 4 1.22 1.00 - 2.71 Bar Plug 1 6 1 1.40 1 1.25 - 4.00 BuMag C-mcd-rhatLwt i �II { HE Class 150 (Standard) HEX BUSHING fr, . MIM p ` 3/4 x'h 0.63 0.22 1.15 0.11 outside 1 x'/e 0.75 0.30 1.12 0.18 inside 1 x'A 0.75 0.30 1.12 0.21 inside 1 x% 0.75 0.30 1.12 0.20 inside 1 x'A 0.75 0.25 1.42 0.22 outside 1 x 3/4 0.75 0.25 1.42 0.18 outside 1 '/4 x'/2 0.80 0.34 1.34 0.32 inside 1 '/4 x 3/4 0.80 0.28 1.76 0.37 outside 1 '/4 x 1 0.80 0.28 1.76 0.30 outside 1 t/2 x'/4 0.83 0.37 1.12 0.38 inside 1 '/2 x% 0.83 0.37 1.12 0.38 inside 1 '/2 x'/2 0.83 0.37 1.34 ' 0.40 inside ` 1 'h x 3/4 0.83 0.3T 1.63 0.45 inside 1 '/2 x 1 0.83 0.31 2.00 0.46 outside 1 '/2 x 1 '/4 0.83 0.31 2.00 0.31 outside 2 x'/2 0.88 0.41 1.34 0.56 inside 2 x 3/4 0.88 0.41 1.63 0.61 inside 2 x 1' 0.88 0.41 1.95 0.65 inside S + 2 x 1 '/4 0.88 0.34 2.48 0.80 outside 2 x 1 '/2 0.88 0.34 2.48 0.66 outside 2 1/2 x 3/4 1.07 0.44 1.63 0.98 inside 2 '/2 x 1 1.07 0.44 1.95 1.04 inside 2 '/2 x 1 '/4 1.07 0.4', 4 2.39 1.10 inside 2 '/2 x 1 '/2 1.07 0.44 2.68 1.38 outside 2'/2 x 2 1.07 0.37 2.98 0.97 outside 3 x 1 1.13 0.48 1.95 1.48 inside 3 x 1 '/4 1.13 0.48 2.39 1.57 inside 3 x 1 1/2 1.13 0.48 2.68 1.62 inside 3 x 2 1.13 0.48 3.28 2.10 outside 3 x 2'/2 1.13 0.40 3.86 1.84 outside 3 '/2 x 3 1.18 0.43 4.62 2.10 outside 4 x 1 1.22 0.60 1.95 2.60 inside 4 x 1 Y4 1.22 0.60 2.39 2.74 inside 4 x 1 1/2 1.22 0.60 2.68 2.81 inside 4 x 2 1.22 0.60 3.28 2.91 inside 4 x 21/2 1.22 0.60 3.86 2.98 inside 4 x 3 1.22 0.50 4.62 2.93 outside V 9vilEin4Coonection Thou z ; ® Corporate Offices Anvil International I N T E®¢N!AT 1 a 1 10 Corporate Drive,Suite 10 Worldwide Customer OService Center("W BuildingConnedionsThatLasY P.O. Box 3180 Portsmouth, NH 03 802-3 1 80 Tel:708-885-3000 Tel- 603-422-8000 Fax:708-534-5441 Fax: 603-422-8033 E-mail:webmaster@anvilintl.com. ' I • Ae • I Eastern Region Anvil International Canada Europe&Middle East Region 9 I SERVICING:Connecticut,Delaware,Florida, Michael J.Warne,General Manager Rick van Meesen,Sales Director Georgia,Maine,Maryland,Massachusetts,New Hampshire, Torment!] 15 New Jersey,New York,North and South Carolina, 390 Second Avenue 7483 BR Haaksbergen East Pennsylvania, Rhode Island,Vermont,Virginia P.O. Box 40 The Netherlands 800 Malleable Road Simcoe,Ontario N3Y 4K9 Tel:+3 1-5 3-5 7255 70 Columbia,PA 17512 Tel:5194264551 Fax+31-53-5725579 Tel:708-534-1414 Fax:519-426-5509 U.S.Customer Service Fax:708-534-5441 E-mail: mwarne@anivilintl.com Tel:+1-708-885-3000 Toll Free: 1-800 30 1-2 70 1 Fax:+1-708-5 34-5441 Western E-mail: rvanmeesen@anvilintl.com Northern Region I SERVICING: Illinois,Indiana,Iowa,Kentucky,Michigan, 5506-48 St NW Mexico&Latin America Minnesota,Nebraska, North and South Dakota,Ohio, Edmonton,Alberta, 1613 2;1 Abraham Quijado,Sales Manager West Pennsylvania,West Virginia,Wisconsin Tel:780-413-8274 Tel:+1-281-590-4600 750 Central Avenue U.S.Customer Service University Park,IL 60466 Central Tel:+1-708-885-3000 Tel:708-885-3000 390 Second Avenue Fax:+1-708-534-5441 Fax:708-534-5441 Simcoe,Ontario N3Y 4K9� Toll Free. 1-80C451-2935 Tel:519-426-4551 1 Puerto Rico R.R.Barril,Inc. Southern Region Eastern Tel:+1-787-982 1550 SERVICING:Alabama,Arkansas,Kansas,Louisiana, 2615-25 Brabant-Marineau.(Saint-Laurent) Fax:+1-787-982-1570 Mississippi,Missouri,Oklahoma,Tennessee,Texas Montreal,Quebec,H4S 1R8 U.S.Customer Service 1313 Avenue R Tel:514-745.3835 Tel:+1-708-8 85-3000 Grand Prairie,TX 75050 Fax:+1-708-534-5441 Tel:972-343-9206 Fax:972-641-8946 Toll Free: 1-800-45 1-44 1 4 Western Region SERVICING Alaska,Arizona,California,Colorado, Hawaii,Idaho,Montana,Nevada,New Mexico,Oregon, Utah,Washington,Wyoming 1385 Greg Street Sparks,NV 89431 Tel:775-3 31-7029 Fax:775-331-5075 Toll Free: 1-800-5 72-005 1 4622/1`rinted in USA/RPI/3.07/5NM/©Copynght 2008 B U I L D I N G C O N N E C T 1 O N 'S T H A T L A S T • sPwFwa: Gatawissa• � � C' .+g�- L UM€artStrtur- www.anvilintl.com Groove x Thread Reducing 90j Elbow (=)AAML i SPF/ANVIL' � • SE-5 ductile iron fittings are grooved on the large end and reduced Isize female r NPT threaded on the small end.The SE-5 fittings are ideal for all types I applications where transition from grooved to female thread is required. • SE-5 fittings allow for convenient connection of drains, vents, pressure gauges as well as direct connection of an end of line sprinkler head. • All sizes are UL, ULC listed and FM approved for 300 PSI working pressure. O.D. a U� FM us I LDSTED APPROVED For ListingsrApproval Details and Limitaliions, � visil our wehsite at www.anvilinll.com or Xi N PT contact an AnviP Sales Representative. -ri ELBOW ■ I Nominal 0 U Max.Wk. X Y Approx. CAST FITTINGS: Size Pressure Wt.Ea. Ductile Iron conforming to ASTM A-536,Grade 65-45-12 In./DN(mm) In./mm PSI/bar In./mm In./mm L6s./Kg 1'/4x'/z 1.660 300 1'A 1% 0.5 COATINGS: .32x 15 42.2 20.7 1 44 35 0.3 1 ❑Rust inhibiting paint Color:BLACK 1'/4 x'/4 1.660 300 12/8 1'/8 0.5 El other available options:Example:RAL3000 or RAL9000 Series 32 x 10 42.2 20.7 48 35 0.3 1 1'/4 x 1 1.660 300 2 1'/2 0.6 32 x 25 42.2 20.7 51 36 0.3 1'/2 x'h 1.900 300 1'/4 1% 0.6 40 x 15 48.3 20.7 44 35 0.3 1'/2 x'A 1.900 300 12/8 1% 0.7 '. 40 x 20 48.3 20.7 48 35 0.3 a 1'/2 x 1 1.900 300 2 1'/2 0.8 .:x 40 x 25 48.3 20.7 1 51 38 0.4 2 x'/2 2.375 300 1'/4 15/8 0.8 '' Y 50x 15 60.3 20.7 44 41 0-4 2 x'/4 2.375 300 1% 15/8 0.9 g 50 x 20 60.3 20.7 46 41 0.4 2 x 1 2.375 300 2 1'/4 1.0 50 x 25 1 60.3 20.7 51 44 0.5 I s E 2.875 300 1% N/16 1.2 13.0 20.1 44 46 0.5 2.875 300 12/8 1"/6 1.3 73-0 10.7 48 46 0.6 2.875 300 2 N/16 1.5 73.0 20.7 51 1 49 0.7 3 x% 3.500 300 2'/6 2% 2.2 80 x 20 1 88.9 20.7 52 60 1.0 3 x 1 3.500 300 2'/6 2'/2 2.5 80 x 25 88.9 20.7 52 64 ::L:1.I PROJECTt APPROVAL STAMP Project: [-]Approved Address: [-]Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 I Z /ANVIL Can SPF/FINVIL' EtoE GROOVED I Nominal O.D. End Approx. Size to End Wt.Ea. e&US O VdS In./DN(mm) In./mm In./mm Lb,./Kg tsho APPROVEDR 1 1.315 1'/4 0.3 For Lietings Approval De ails and Limitations,visit our website al anvilinll.com or contact en Anvil'Sales Representative. 25 33.4 ZS 0.1 1'/4 1.660 1 0.4 31 42.2 15 0.2 1'/2 1.900 1 0.5 CAST FITTINGS: 40 48.3 1 25 0.2 Ductile Iron conforming to ASTM-A536 2 2.375 1 0.7 50 60.3 25 0.3 COATINGS: 21h 2.875 1 1.0 O 65 73.0 15 0.4 Rust inhibiting paint Colon ORANGE(standard)or 3 O.D. 3.000 1 0.9 El Hot Dipped Zinc Galvanized conforming to ASTM A-153(optional) 76.1 76.1 25 0.4 []Other available options:Example:RAL3000 or RAL9000 Series 3 3.500 1 1.5 80 88.9 25 0.7 4 4.500 1'/6 2.7 100 114.3 27 1.2 5 5.563 1'/6 4.4 125 741.3 27 2.0 6'/,O.D. 6.500 1 5.5 165.1 165.1 25 2.5 6 6.625 1'/6 6.6 150 168.3 27 3.0 8 8.625 13/6 11.3 1 200 219.1 30 5.1 10* 10.750 1'/4 21.0 250 273.1 32 9.5 12* 12.750 1'/4 35.5 300 323.9 32 16.1 Supplied as Style K-1 only. I PROJECTr t APPROVAL Project: Approved Address: ❑Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 I I I I I ' Rigid Coupling ANVIL �L SPF/ANVIL' The C-4 Rigid Coupling is our standard coupling and is t designed for rigid piping applications. The C-4 is speciallyt'' designed to provide a rigid, locked-in pipe connection to meet the specific demands of rigid design steel pipe. `-1 For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your Iocal.Anvil Representative. c �L us Fm VdS LISTED APPROVED (o' For Listings/Approval Details and Limitations,visit our website at vw arwillnlLoom or contact an Anvil'Sales Representative. MATERIAL SPECIFICATIOWS HOUSING: GASKETS: Materials Ductile Iron conforming to ASTM A-536,Grade 65-45-12 Properties as designated in accordance with ASTM D-2000. ANSI BOLTS & HEAVY HEX NUTS: ❑Pre-Lubricated Grade"E"EPDM,Type A Gasket(Violet color code) Heat treated,oval-neck track head bolts conforming to ASTM A-183 -40°F to 150°F(Service Temperature Range)(-40°C to 65°C) Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts Recommended for wet and dry(oil free air)pipe fire protection of carbon steel conforming to ASTM A-563 Grade A or Grade B,or SAE sprinkler Systems.For dry pipe systems and freezer applications, J995 Grade 2.Bolts and nuts are provided zinc electroplated as standard. Grwlok Xtreme Lubricant is required. METRIC BOLTS & HEAVY HEX NUTS: ❑Grade"E"EPDM(Green color code) 40°F to 230°F(Service Temperature Range)(-.40°C to 1 10°C) Heat treated,zinc electroplated oval-neck track head bolts made of carbon Recommended for water service,diluted acids,alkalies solutions, steel with mechanical properties per ISO 898-1 Class 8.8.Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. oil-free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. COATINGS: ❑Grade"EP"EPDM(Green and Red color code) 0Rust inhibiting paint Color:ORANGE(standard) -40°F to 250°F(Service Temperature Range)(-40°C to 121 oQ El Hot Dipped Zinc Galvanized(optional) ❑Other available options:Example:RAL3000 or RAL9000 Series Recommended for water service,diluted acids,alkalies solutions, For other coating requirements contact an Anvil Representative. oil-free air and many other chemical services. NOT FORT USE IN PETROLEUM APPLICATIONS. LUBRICATION: GASKET TYPE: ©Standard Gruvlok ❑Standard C Style ❑Gruvlok Xtreme"m required for dry pipe systems and freezer applications. ❑ Flush Gap PROJECT IN1 ' 1 APPROVAL t Project: Approved Address: ❑Approved as noted Contractor: ! ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: I FP-4.12 } Rigid Coupling SPF/RNVlL' I Y I.Z.I i 'X --- � -- ; C-4 RIGID COUPLING pipe Working Max. Range of Max. Coupling Dimensions Coupling Bolts Specified Torque§ Nominal S ze Q.D. P essure� d Load End Separation X Y Z Qty- Size Min. Max. WtApp. In./DN(mm) In./mm PSl/bor LbsAN In./mm In./mm In./min In./mm tn./mm FfAbs,/PP-m Lbs./Kg 1 1.315 300 407 0-Y32 2/e 4 1'A 2 %x 2'/4 30 45 1.2 25 33.4 20.7 1.81 00.19 60 102 44 M 10 x 57 40 60 1 0.5 1 A 1.660 300 649 0-Y32 23% 45/s 1'f8 2 %x 2Y4 30 45 1.5 32 42.2 20.7 2.69 6-0.79 70 117 ! 48 M10x57 40 60 0.7 1'/2 1.9,00 300 851 0-'/32 211/16 42/8 12/8 2 %x 2'/4 30 45 1.7 40 48.3 10.7 3.78 00.79 71 124 48 4110 x 57 40 60 0.8 2 2.375 300 1,329 0-'/32 3Y2 5% 2 2 %x 2'/4 30 45 1.9 50 60.3 20.7 5.91 0-0.79 89 737 51 Al 10 x 57 40 60 0.9 2Y2 2.875 300 1,448 0-132 4 6 2 2 %x2Y2 30 45 1.9 65 13.0 20.7 8.66 00.19 102 152 51 Al 10 x 63 40 60 0.9 30.1. 1.996 300 2,115 0547 N 6% 1'13 2 %x R 30 45 2.2 76.1 76.1 20.7 9.41 0-0.79 105 156 48 M10 x 63 40 60 1.0 3 3.500 300 2,886 0-'/32 43/4 65/s 2 2 3/s x 2Y2 30 45 2.4 80 88.9 20.7 12.84 00.79 121 168 51 1410 x 63 40 60 1.1 4 4.500 300 4,771 0-3/32 52/s 73/4 2Ys 2 %x 2Y2 30 45 3.2 100 114.3 20.7 21.22 01.38 149 197 i 54 M 10 x 63 40 60 1.4 5'i 0-D. 5.500 300 1,121 0"..R 611, 9'ls 24 2 'rr x 3 80 100 5 139.7 139.7 20.7 31.70 0-2.38 175 235 52 M12 x 76 110 150 2.2 5 5.563 300 7,292 D-3Y32 6'S/s 9'/16 21/6 2 Y2 x 3 80 100 4.5 125 141.3 20.7 32.44 01.38 176 230 52 hi12x76 110 150 2.0 6'/0.0. 6.500 300 9,955 0s/s 8% 10 Y, 2V, 2 %x 3 80 100 5.8 165.1 165.1 20.7 44.28 0-2.38 207 264 54 M12 x 76 110 150 2.6 6 6.625 300 10,341 0-3/32 8'/4 101/s 2Ys 2 Y2 x 3'/4 80 100 5.8 150 168.3 20.1 46.00 0-2.38 210 264 54 M 12 x 62 110 150 2.6 8 8.625 300 17,528 0-1/32 10Y2 13Y4 2Y2 2 5%x 3'/2 100 130 10.8 200 219.1 20.1 77.97 02.38 267 337 64 M16 x 89 130 175 4.9 10 10.750 300 27,229 0-3/32 13 161/4 21/s 2 1/s x 5 180 220 21.5 250 2731 20.7 121.12 0-2.38 1 331 425 67 1,122x 125 245 298 9.8 12 12.750 300 38,303 0-3/32 15% 19'/4 2% 2 %x 51/2 180 220 27.4 300 3239 207 j 170.38 0-2.38 1 391 489 67 4122x 140 245 T 29R 12.4 Range of Pipe End Seperation values are for roll grooved pipe and may be doubled for cut groove pipe. 1.Working pressure and/or end load are total allowable,based on standard weight steel pipe,roll or cut grooved. W WARNING 2.One time field test pressure may be increased to 1.5 times the figures listed above. For dry pipe systems and freezer applications §-For additional Bolt Torque information see Technical Data Section. lubrication of the gasket is required, L-Working Pressure Ratings are for reference only and based on Sch.40pipe.For the latest ULJULC,FM,VdS land LPCB pressure Gruvlok®XtremeTm Lubricant is required. ratings versus pipe schedule,please visit onvilintl.com or contact your local Anvil Representative. Other sizes available,contact an Anvil Representative. I I I P 4.12 I I II 90° Elbow Z /X/ML SPF/RNVIL' tip O.D. i I I 1 I 1 P I C to E - 71DN(.M) Working (enter Approx. to End Wt.Ea. U FM Pressure a L us 0 H PS11har In./mm Lbs./Kg LISTED aPrROVEa For Lis6ngs/Approval details and Limitations,visit our websl[e at 1 1.315 300 2'/4 0.6 vnvwlanv lintl.com or contact an Anvit'Sales Representative. 25 33.4 20.7 57 0.3 1 1'/4 1.660 300 23/4 0.8 31 42.1 20.7 70 0.4 1'/2 1.900 300 23/4 1.1 CAST FITTINGS: 40 48.3 20.1 70 0.5 Ductile Iron conforming to AS TM A-536 2 2.375 300 3'/4 1.5 50 60.3 20.7 83 0.1 FINISH: 2'/2 2.875 300 33/4 2.5 El Rust inhibiting paint Color:ORANGE(standard)or 65 73.0 20.7 95 1.1 30.D. 2.996 300 3% 2.9 ❑Hot Dipped Zinc Galvanized conforming to ASTM A-153(optional) 76.1 76.1 20.7 95 1.3 ❑Other available options:Example:RAL3000 or RAL9000 Series 3 3.500 300 4'/4 4.2 80 88.9 20.7 108 1.9 4 4.500 300 5 6.7 100 114.3 20.1 127 3.0 5%O.D. 5.500 300 5'h - 139.7 139.7 20.7 140 - 5 5.563 300 5'/2 11.9 I 125 141.3 20.7 140 5.4 6V2O.D. 6.500 300 6'/ 18.2 165.1 165.1 20.7 165 8.3 6 6.625 300 6'/2 17.3 150 168.3 20.7 165 7.9 8 8.625 300 73/4 32.2 200 219.1 20.7 197 14.6 10 10.750 300 9 54.1 250 213.1 20.7 229 24.5 12 12.750 300 10 70.0 1 300 323.9 20.7 254 31.8 i I PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: I ❑Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 Straight Tee L .......-----------P. O.D. C to E C to E T-1 STRAIGHT TEE C@US <S> VdS WUP APPROVED Nominal Center Approx. For Usimits/Approval Details and Limitations,visit our website at Size CIA to End Wt.Ea. v-I anvilinfl.com or contact an AnviP Sales Representative. In.lDN(mal) In.1mm In.1mm tbs./Kg 1 1.315 21/4 0.9 MATERIAL SPECIFICATIOWS 25 33.4 57 0.4 CAST FITTINGS:1'/4 1.660 21/4 1.4 32 42.2 69 0.7 Ductile Iron conforming to ASTM A-536 1 Y2 1.900 21/4 1.5 COATINGS: 40 48.3 69 01 Rust inhibiting paint Color:�ORANGE(standard)or 2 2.375 31/4 2.4 50 60.3 83 1.1 ❑Hot Dipped Zinc Galvanized conforming to ASTM A-1 53(optional) 2 Y2 2.875 31/4 3.6 F-10ther available options:Example:RAL3000 or RAL9000 Series 65 73.0 95 1.6 3 3.500 41/4 6.3 80 88.9 108 2.9 4 4.500 5 9.6 100 114.3 127 4.4 5 5.563 51/2 17.8 1 125 141.3 140 8.1 6 6.625 6/2 25.3 150 168.3 165 11.5 8 8.625 7% 42.1 200 219.7 197 19.1 10 10.750 9 69.0 250 273.1 229 31.3 12 12.750 10 91.0 300 323.9 254 41.3 PROJECT INFORMATION APPROVAL STAMP Project: [:]Approved Address: []Approved as noted Contractor: []Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 I Grooved Mechanical Branch Tee ANVIL SPF/ANVIL' Mechanical branch connections for reducing branch outlets without welding. The MT-2 is a bolted saddle type fitting ' with grooved outlets. Design assures superior sealing, full `" pipe support, excellent stability and easy installation. I For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com ' or contact your local Anvil Representative. I c - us 0 0 H LISTED APPROVED For Listings/Approval Details and Limitations,visit our vrebelte at w anvilintl.com or contact an Anvil'Sales Representative. MATERIAL SPECIFICATIOWS HOUSING: GASKETS: Materials Ductile Iron conforming to ASTM A-536,Grade 65-45-12 Properties as designated in accordance with ASTM D-2000. I ANSI BOLTS & HEAVY HEX NUTS: ❑Grade"E'i EPDM(Green color code) Heat treated,oval-neck track head bolts conforming to ASTM A-183 -407 to 230°F(Service Temperature Range)(-40°C to 110°C) Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts Recommended for water service,diluted acids,alkalies solutions, of carbon steel conforming to ASTM A-563 Grade A or Grade B,or SAE oil Free air,and many chemical services. J995 Grade 2.Bolts and nuts are provided zinc electroplated as standard. NOT FOR,USE IN PETROLEUM APPLICATIONS. I METRIC BOLTS & HEAVY HEX NUTS: Heat treated,zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8.Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: ©Rust inhibiting paint Color:ORANGE(standard) El Hot Dipped Zinc Galvanized(optional) ❑Other available options:Example:RAL3000 or RAL9000 Series For other coating requirements contact an Anvil Representative. LUBRICATION: ©Standard Gruvlok ❑Gruvlok XtremeTm required for dry pipe systems and freezer applications. i PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: ❑Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 I M, Grooved Mechanical Branch Tee Z A111�/�L 5PF/RNVIL Y Y Z V ; V -' --� ---i---- -4 WARNING , For dry pipe systems and freezer applications lubrication of the gasket is required, " Gruvloka xtremerm Lubricant is required. MT-2 GROOVED MECHAMICAL BRAPJCH TEE (TABLE COPJTlPJU�S TO PJEXT PAGE) Hole Dimensions Max. Dimensions Nominal O.D. Working Bolt Approx. Size Min.Diameter Max.Diameter pressure♦ U V W Y Z Size Wt.Ea. In./DN(mm) In./mm In./mm In./mm PSI/bar In./mm In./mm! In./= In./mm In./min In./mat Lbs./Kg 3 O.D.x 11,4 2.996 x 1.660 2 1'/ 300 2 3'/b }'/ 5'%e 3,5 !4 x 2% -3.6 76.1 x 32 76.1 x 42.4 51 54 20.7 51 81 48 145 86 1.6 3 O.D.x l;r 2.996 x 1.900 2 2'/8 300 2 3Ih 1'/4 5"/e 3Jis %t x 2'/r 3.6 76.1 x 40 76.1 x 48.3 51 54 20.7 51 81 48 145 86 1.6 3 x 1%z 3.500 x 1.900 2 2'/8 300 2 3'/,6 1 2'/8 6'/4 315/i6 /s x 23/4 3.8 80 x 40 88.9 x 48.3 51 54 20.7 51 8/ 1 55 159 99 1.7 3 x 2 3.500 x 2.375 2'/s 2s/8 300 2 3'/6 2'/8 6'/4 31 A6 /s x 23/4 4.4 80 x 50 88.9 x 60.3 64 67 20.7 51 87 55 159 99 2.0 4 x 1'/s 4.500 x 1.900 2 2'/8 300 2 4 25/8 7'/4 313/i6 /s x 23/4 4.6 100 x 40 114.3 x 48.3 51 54 20.7 51 102 67 184 97 2.1 4 x 2 4.500 x 2.375 21/2 21/8 300 2 4 2s/8 7'/4 4'/z '/t x 2'/4 4.8 100 x 50 114.3 x 60.3 64 67 20.7 51 102 67 184 115 2.2 4 x 21h 4.500 x 2.875 23/4 2'/8 300 2 4 2s/8 7%4 4'/s /x 23/4 5.4 100 x 65 114.3 x 73.0 70 73 20.7 51 102 67 184 115 1 2.4 4 x 3 O.D. 4.500 x 2.996 2'/+ 2'/s 300 2 4 25! 7/ 4'/ lr x 211, 7.6 100 x 76.1 114.3 x 76.1 70 73 20.7 51 102 67 184 115 r7. 4 x 3 4.500 x 3.500 3'/s 36/8 300 2 4'/8 26/8 7'/4 5'/8 /x 23/4 100 x 80 114.3 x 88.9 89 92 20.7 51 )05 67 184 130 5 x 2 5.563 x 2.375 2'/s 2s/8 300 2'/4 43/4 33/6 8s/,6 4'/z s/8 x 4 125 x 50 141.3 x 60.3 64 67 20.7 57 121 81 271 115 5 x 2'/: 5.563 x 2.875 23/4 2'/8 300 2'/4 4'/4 3'/16 8s/i6 4'/s s/8 x 4 125 x 65 141.3 x 73.0 70 73 20.1 57 121 81 111 115 3.6 5 x 3 5.563 x 3.500 3'/s 38/8 300 2'/4 5 33/6 86/6 5% s/8 x 4 7.9 125 x 80 141.3 x 88.9 89 92 20.7 57 127 81 211 130 3.6 5%0 D.x 1 5.500 x 2.375 2'/z 2S/8 300 2'/4 45/8 33/16 85I6 4'/s 1/8 x 4 7.9 139.7 x 50 139.7 x 60.3 64 61 20.7 51 117 81 211 115 3.6 D0.D.x3O.D. 5.500x2.996 23/4 2'/8 300 2'/4 4s/8 j 33/i6 8s/6 4'h '/8x4 7.9 139.7 x 76.1 139.7 x 76.1 70 73 20.7 57 117 81 211 115 3.6 5%O.D.x3 5.500x3.500 3'/z 3s/8 300 2'/4 4'/8 33/6 86/6 5% S/8x4 7.9 139.7 x 88.9 139.7 x 88.9 89 92 20.7 51 124 81 211 130 3.6 6 x 1'/4 6.625 x 1.660 2 2'/8 300 2'/4 5 33/6 9% 3% 6/8 x 4 8.0 150 x 32 168.3 x 42.2 51 54 20.7 57 127 1 81 238 98 1 3.6 6 x 1'/s 6.625 x 1.900 2 2'/8 300 2'/4 5'/8 311/16 93% 3% 5/8 x 4 8.0 150 x 40 168.3 x 48.3 51 54 20.7 57 130 94 238 96 3.6 6 x 2 6.625 x 2.375 2'/s 28/8 300 2'/4 5%8 311/6 9% 4'/6 6/8 x 4 8.0 150 x 50 168.3 x 60.3 64 67 20.7 57 130 94 238 112 3.6 6 x 2'/z 6.625 x 2.875 23/4 2'/8 300 2'/4 5'/8 3"/6 9% 4'/6 '/8 x 4 8.0 150 x 65 168.3 x 13.0 10 73 20.7 57 130 94 238 112 3.6 6x30.0. 6.625x2.996 2114 1% 300 21/, 5% 3'%s 9'/s 4%o 1.4x.4 9.7 150 x 76.1 168.3 x 76.1 70 73 1 20.7 1 57 130 94 1 238 112 Ml 6 x 108 4.4 6 x 3 6.625 x 3.500 3'/s 3s/8 300 1 2'/4 5'/4 3"/6 1 9% 5% 5/8 x 4 9.7 150 x 80 166.3 x 88.9 69 92 20.7 57 133 94 238 143 Al 16 x 108 4.4 All sizes may be used as mechanical crosses. Outlet branch is machined per standard cut groove specification. ♦-Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest UL/ULC,FM,VdS and LPCB pressure ratings versus pipe schedule,please visit anvilintl.com or contact your local Anvil Representative. FP-4.12 i Lem ill Grooved Mechanical Branch Tee I SPF/ANVIL• Y Z _ Y - . V V - --- � •-- --� A WARNING M. For dry pipe systems and freezer applications lubrication of the gasket is required, i U Gruvloke XtremeT°'Lubricant is required. MT-2 GROOVED MECHAMICAL BRAPJCH TEE (COPJTIPJUED FROM PREVIOUS PAr.El Nominal Hole Dimensions Max. Dimensions Bolt Approx. Size O.D. Working Size Wt.Ea. Min,Diameter Max.Diameter pressured U V W Y Z In./DN(mm) In./mm In./mm In./mm PSI/bar In./mm In./mmf In./mm In./mm In./mm In./min lbs./Kg 6 x 4 6.625 x 4.500 4'/2 41/a 300 2'/a 5% 3'%6 93/a 6'/2 s/8 x 4 3.6 150 x 100 168.3 x 114.3 114 I 1/ 20.7 57 I37 94 238 165 M 16 x 108 1.6 6%O.D.x I% 6.500 x 1.660 2 2'/ 300 2;/4 5 3% 9% 3% 5%s x 4 3.2 165.1 x 32 165.1 x 42.2 51 54 20.7 57 127 93 235 98 1.5 6%0.9.XN 6.500x1.900 2 N 300 2:4 5% 3% N 3'Y3 4ax4 7.5 165.1 x 40 165.1 x 48.3 51 54 20.7 57 130 93 235 98 1 3.4 6'/O.D.x 2 6.500 x 2.375 21 25/s 300 2V4 5'i 35/a 9!14 616 is x 4 8.0 165.1 x 50 165.1 x 60.3 64 67 20.7 57 130 93 235 112 3.6 N0.0.x30.D. 6.500x2.996 2'/a P/ 300 2% 511 N 9% 4,, ;4x4 8.0 165.1 x 76.1 165.1 x 76.1 70 73 20.7 57 130 93 235 112 3.6 6%O.D.x3 6.500x3.500 V 3% 300 N 5'/, N 9X 5ie Six4 9.7 165.1 x 80 165.1 x 88.9 89 92 20.7 57 133 93 235 143 4.4 6%O.D.x4 6.500x4.500 4'Iz 4'/ 300 2!/4 5'/e Ns 9A 6% I x 4 13.6 165.1 x 100 165.1 x 114.3 114 117 20.1 1 57 137 93 238 165 6.2 E8.625 x 2.375 23/4 21/8 300 2'/2 6%a 4% 123/8 43/8 1/4 x 4'/4 10.2 219.1 x 60.3 70 13 20.7 64 156 124 314 1il 4.6 8.625 x 2.875 23/4 2% 300 2'/2 6'/a 47/e 12% 4% 1/4 x 4'/4 10.4 279.1 x 73.0 70 73 20.7 64 156 124 314 ill 4.7 8.625x2.996 N' 1'/s 300 2'7, 6%a Cd IN 5/+ 1`4x4'/4 10.6 219.1 x 76.1 70 73 20.7 64 156 124 314 146 4.8 8 x 3 8.625 x 3.500 3'/2 3S/8 300 2'/2 63/8 08 12% 51/4 3/4 x 4'/4 11.1 200 x 80 219.1 x 86.9 89 92 1 20.7 64 161 124 374 146 5.0 8 x 4 8.625 x 4.500 4'/2 48/8 300 2'/2 6'/4 41/8 12% 6s/8 3/4 x 4'/4 15.5 200x 100 219.1 x 114.3 114 117 20.1 64 159 724 314 168 7.0 All sizes may be used as mechanical crosses. Outlet branch is machined per standard cut groove specification. ♦-Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest UL/ULC,FM,VdS and LPCB pressure ratings versus pipe schedule,please visit anvilintl.com or contact your local Anvil Representative. i I I I i FP-4.12 I I I I i uIry"j - I Threaded Mechanical Branch Tee = AJY"L SPF/ANVIL' The MT-90 mechanical tee serves the same function as the MT-1 and MT-8, but uses a steel electro-plated u-bolt to save l `� � , space for easier installation in tight 4 places. The MT-90 is,ideal for direct connections with sprinkler heads and drop nipples. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. c ul us Fm VdS 1 IISTEO APPROVED For Listings/Approval Details and Limitations,visit our website at www.anvilintl.com or contact an Anvil'Sales Representative. MATERIAL HOUSING: COATINGS: Ductile Iron conforming to ASTM A-536,Grade 65-45-12 [Z]Zinc Electroplated ❑Other available options:Example:RAL3000 or RAL9000 Series U-BOLT& NUTS: U-bolt is carbon steel SAE J429 Gr.2,zinc plated complete with hex flanged lock GASKETS Materials nuts conforming to ASTM A-563 Gr.A or B of SAE J995 Gr.2. Properties as designated in accordance with ASTM D-2000. THREADS: ❑Grade"Ell EPDM(Green color code) BSPT pipe thread -40°F to 2307(Service Temperature Range)(-40°C to I I DoC) Recommended for water service,diluted acids,alkalies solutions, oil-free air,and many chemical services not involving hydrocarbons,oils or gases. NOT FOR!USE WITH HYDROCARBONS. I I PROJECTt APPROVAL t Project: DApproved Address: ❑Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 Unm "_ 1 Threaded Mechanical Branch Tee 5PF/RNVIL' I I B A I _ T � I ,j----- -- I --1_. I i I THREADED 1 1 BRAPJCH TEE Hole Dimensions Max. Dimensions Nominal Pipe Approx. Working T Wt.Ea. Size O.D. Min.Diameter Max.Diameter Pressured A B C Take-out InAN(mm) In./mm In./mm In./mm PS11bar In./mm In./mm In./mat In./mm lbs./Kg 1'/4 x'/s 1.660 x 0.840 N16 i s/16 300 2'/s 3'/2 2'/4 11/a 0.8 32 x 11 42.4 x 21.3 30 33 20.7 54 89 57.2 41 0.4 1'/4 x'A 1.660 x 1.050 1'/6 1 V1 6 300 2% 3'/2 2'/4 11/8 0.8 32 x 19 42.4 x 26.7 30 33 20.7 54 89 57.2 42 0.4 1'/4 x 1 1.660 x 1.315 1'/I6 15/i6 300 2'/4 3'/2 2'/4 1 s/8 1.1 32 x 25 42.4 x 33.7 30 33 20.7 58 89 57.2 41 0.5 1'/2 X V2 1.900 x 0.840 1YI6 F33 6/6 300 2'/4 3'/2 2'/4 11/4 0.8 40 x 12 48.3 x 21.3 3033 20.7 57 89 57.2 48 0.4 1'/2 x 1/4 1.900 x 1.050 11/16 VII6 300 2'/4 3'/2 2'/4 1'A 0.9 40 x 19 48.3 x 26.7 3033 20.7 51 89 57.2 48 0.4 1'/z x 1 1.900 x 1.315 13/I6 s/16 300 2% 3'/2 2'/4 1'A 1.1 40 x 25 48.3 x 33.7 30 20.7 61 89 57.2 48 0.5 2 x'/z 2.375 x 0.840 B/16 1 S/i6 300 2'/2 31/4 21/4 2 0.9 50 x 12 60.3 x 21.3 30 33 20.7 64 95 57.2 51 0.4 2 x 1/4 2.375 x 1.050 13/16 1 S/16 300 2'/2 3% 2'/4 2 0.9 50 x 19 60.3 x 26.7 30 33 20.7 64 95 57.2 51 0.4 2 x 1 2.375 x 1.315 1M6 11/I6 300 21/8 31/4 2%4 2 1.1 50 x 25 60.3 x 33.7 30 33 20.7 67 95 57.2 50 0.5 3 O.D.x'/2 2.996 x 0.840 1'/I6 15/i6 300 2% 4'/4 2'/4 2% 0.9 76.1 x 12 76.1 x 27.3 30 33 20.7 73 108 57.2 59 0.4 3 O.D.x 1/4 2.996 x 1.050 1 YII6 1 S/I6 300 27/s 4'/4 2'/4 21/s 0.9 76.1 x 19 76.1 x 26.7 30 33 20.1 73 108 57.2 59 0.4 3 O.D.x 1 2.996 x 1.315 11/6 15/6 300 3 4'/4 2'/4 2'/4 1.1 76.1 x 25 76.1 x 33.7 30 33 20.7 76 108 51.2 58 0.5 ♦-Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest UL/ULC,FM,VdS and LPCB pressure ratings versus pipe schedule,please visit anvilintl.com or contact your local Anvil Representative. A WARNING Note:Tighten nuts alternately to a recommended torque of 1 B-22 ft.-Ibs.(25-30 Nm)on pipe wall less than sched le 10(Din 2440) For dry pipe systems and freezer applications or 23-27 ft.-Ibs.(31-37 Nm)on pipe walls schedule 10(DIN 2440)and above. lubrication of the gasket is required, Gruvlok®Xtreme-Lubricant is required. I i i FP-4.12 I I I 0 rm,", Threaded Mechanical Branch Tee = A1 ML SPF/RNVIL' Mechanical branch connections for reducing branch outlets - , . „. ' without welding. The MT-1 is a bolted saddle type fitting �u- with NPT female threaded outlets. Design assures superior sealing, full pipe support, excellent stability and easy installation. i E , For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. C L US FM H LISTED APPROVED �'6+T� i For Listings/Apprcval Details and Limitations,visit our vtebsite at —armlindco. m or contact an Anvil'Sales Representative. I MATERIAL SPECIFICATIOWS HOUSING: GASKETS: Materials Ductile Iron conforming to ASTM A-536,Grade 65-45-12 Properties as designated in accordance with ASTM D-2000. ANSI BOLTS & HEAVY HEX NUTS: ❑Grade"E"EPDM(Green color code) Heat treated,oval-neck track head bolts conforming to ASTM A-183 -40°F to 230°F(Service Temperature Range)(-40°C to 110°C) Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts Recommended for water service,diluted acids,alkalies solutions, of carbon steel conforming to ASTM A-563 Grade A or Grade B,or SAE oil-free air and many chemical services. J995 Grade 2.Bolts and nuts are provided zinc electroplated as standard. NOT FOR USE IN PETROLEUM APPLICATIONS. METRIC BOLTS & HEAVY HEX NUTS: Heat treated,zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8.Hex nuts and j bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: ®Rust inhibiting paint Color:ORANGE(standard) El Hot Dipped Zinc Galvanized(optional) []Other available options:Example:RAL3000 or RAL9000 Series For other coating requirements contact an Anvil Representative. LUBRICATION: OStandard Gruvlok ❑Gruvlok XtremeTrm required for dry pipe systems and freezer applications. PROJECT1 ' t 1 APPROVAL ST Project: JoApproved Address: ❑Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 I I kyl -Threaded Mechanical Branch Tee Y Z 77 77 T T V T ------- w MT-1 THREADED MECHANICAL BRAPJCH TEE Nominal Hole Dimensions Max. I Dimensions Bolt Approx. O.D. -- Working V Size Min.Diameter Max.Diameter pressured T Threaded w Y Z Size Wt.Ea. In-IDN(MM) In.1mm In./Mm 111.1111M PS116ar In.1mm In.1mm 'I In.1mm In./Mm fn.lmm In.1mm lbs.lKg 2 x 1 2.375 x 1.315 1112 11/8 300 11/16 2/8 IYI 6 41/8 21/2 1/8 x 2 1.7 50x25 60.3 x 33.7 38 41 20.7 50- 67 1 40 117 63 - 0.8 2 x 11/4 2.375 x 1.660 11/4 1% 300 11/16 2% 19/16 4% 21/2 %x 2 1.7 50 x 32 60.3 x 42.4 48 20.7 1 49 67 40 717 1 63 0.8 2 x 1112 2.375 x 1.900 1% 11/8 300 1"/16 2% 1'/16 Vs 2'/8 %X2 1.7 50 x 40 60.3 x 48.3 44 46 20.7 49 61 40 117 73 0.8 L21/2 x 1 2.875 x 1.315 1'/2 11/8 300 2'/16 31/8 1'M6 5'/16 3% 1/2 x 2% 3.6 65x25 73.0 x 33.7 38 41 20.1 62 79 46 141 86 1.6 21/2 x 11/4 2.875 x 1.660 2 2% 300 21/4 31/8 111/4 59/16 3% '12 x 21/4 3.6 65x32 73.0 x 42.4 51 54 20.7 62 79 46 141 86 1.6 /X I'/ '2 2 -21/8 300 2'/16 31/8 113/16 59/4 3% 1/2 x 23/4 3.6 21/2x 11/2 2.875 x 1900 2 65 x 40 73.0 x 48.3 51 54 20.7 62 19 46 141 66 1.6 3XI 3.500 x 1.315 11/2 11/8 300 23/4 37/16 2 1A 61/4 311/16 112 x 21/4 3.8 80x25 88.9 x 33.7 38 41 20.7 71 87 55 159 99 1.7 3 x 11/4 3.500 x 1.660 2 2'/a 300 2/4 37/16 j 21/a 6/4 TY6 12 x 2% 3.8 80 x 32 88.9 x 42.4 51 54 20.7 70 87 55 159 99 1.7 3 x 11/2 3.500 x 1.900 2 2% 300 21/4 37/4 21/8 6V4 3"/16 1/2 x 2% 3.8 80x40 86.9 x 48.3 51 54 20.7 70 8/ 55 159 99 1.7 3 x 2 3.500 x 2.375 21/2 2Y8 300 23/4 37/4 21/8 61/4 31/16 1/2 x 21/4 4.4 60 x 50 88.9 x 60.3 64 67 20.7 70 87 55 159 99 2.0 4 x 1 4.500 x 1.315 11/2 11/8 300 31/16 4 2�h 7114 313/16 1/2 X 23/4 4.6 106x25 114.3 x 33.7 38 41 20.7 85 102 67 184 97 2.1 4 x 11/4 4.500 x 1.660 2 21/8 300 3 5/16 4 21/8 71/4 102 313/16 1/2 x 23/4 4.6 100 x 32 114.3 x 42.4 51 54 20.7 84 67 164 97 2.1 4 x 11/2 4.500 x 1.900 2 21/8 300 31/16 4 21/8 71/4 313/16 112 x 2% 4.6 100 x 40 114.3 x 48.3 51 54 20.7 84 102 67 184 97 2.1 4 x 2 4.500 x 2.375 21/2 2Y8 300 VI 6 4 2% 7114 41/2 V2 x 23/4 4.8 100 X 50 114.3 x 60.3 64 61 20.7 84 102 67 164 115 2-2_ 4 x 21/2 4.500 x 2.875 2% 2% 300 T/1 6 4 21/8 7Y4 41/2 1/2 x 2% 5.4 100 x 65 114.3 x 73.0 /0 73 20.7 78 102 67 184 115 2.4 4 x 3 4.500 x 3.500 31/2 31/8 300 3 41/8 2 1A 71/4 51/8 1/2 x 21/4 5.4 100 X 80 114.3 x 68.9 89 92 201 76 105 67 184 130 2.4 5 x 11/2 5.563 x 1.900 2 21/8 300 4'/16 43/4 3/16 81/16 31/16 1/8 x 4 7.4 125 x 40 141.3 x 48.3 51 54 20.7 103 121 81 211 97 - 3.4 5 x 2 5.563 x 2.375 21/2 2Y8 300 41/16 43/4 33/16 8'/16 31/16 1/8 x 4 7.9 141.3 x 60.3 64 67 20.7 103 121 81 211 97 3.6 5 x 21/2 5.563 x 2.875 23/4 2% 300 3'3/16 CA 3'/16 8'/16 313/16 1/8 x 4 7.9 125 x 65 141.3 x 73.0 70 73 20.7 91 121 81 211 97 3.6 1 1 4 0 4 0 2 2 L4 4 x 3 00 x 80 1 05 434 "X"/ I 5 x 41 2 1 5 x 2 434 1 2 1 4 4 '3 F6 x 11/4 6.625 x 1.660 2 .21/8 300 39/16 41 A 6 3"/16 9% 3% '/a x 4 8.0 150x32 168 3 x 42.2 51 54 20.7 91 126 94 238 98 - 3.6 6 x 11/2 6.625 x 1.900 2 21/8 300 C/16 5% 1 V/16 9% 37/8 1/8 x 4 7.5 ,1 0 54 20.7 113 130 1 94 238 96 3-4 50 x 40 168.3 x 48.3 51 6 x 2 6.625 x 2.375 21/2 21/8 300 41/16 51/8 1 311/16 93/8 CA 6 1/8 x 4 8.0 'Ox'0 168.3 x 60.3 64 67 20.7 112 130 1 94 238 112 3.6 6 x 21/z 6.625 x 2.875 23/4 2% 300 43/16 Y/8 3"/16 9% 41/16 1/8 x 4 8.0 150 x 65 168-3 x 73.0 70 73 207 106 130 94 238 112 3.6 6 x 3 6.625 x 3.500 31/2 31/8 300 41/8 51/4 311/16 9% 51/8 1/8 x 4 9.1 150 x 60 168.3 x 88.9 89 92 20.7 105 133 94 236 143 4.4 8 F_x2 8.625 x 2.375 21/2 21/8 300 5'/16 61/4 4% 1 OY16 CA 6 3/4 x 41/4 10.2 200 x 50 219.1 x 60.3 64 67 20.1 138 159 123 313 712 4.6 All sizes may be used as mechanical crosses. --- Threads are NPT per ANSI/ASME B1.20.1 FA WARNING ] A-Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest S and LPCB pressure For dry pipe systems and freezer applications ratings versus pipe schedule,please visit anviliml.com or contact your local Anvil Representative. lubrication of the gasket is required, Gruvlok"XtremeTm Lubricant is required. FP-4.12 i i SWING CHECK VALVE ®i�� S ANDARD & "SHOTGUN" GLW]aE MODEL RCV FIRE SPRINKLER CORPORATION GROOv GROOVE DESCRIPTION AND OPERATION 2 f 2 , �� 4� & 61r1r SIZES Globe Model RCV Swing Check Valves feature a swing type clapper designed for use in fire sprinkler or other types lof water piping systems that incorporate grooved connecting pipe ends. They are effectively used when it is necessary to permit water flow in one direction only, preventing flow in the reverse direction (non- return). Because the RCV incorporates a spring-loaded clapper assembly, it may be installed in either the vertical or horizontal position. Most commonly, it is used with various configurations of � fire department connections for fire sprinkler systems, by-pass connections, gravity pressure tank and, pump discharge in connec- tions from public water supplies to automatic sprinkler systems, etc. As an alternative to using an alarm check valve with a wet sprinkler system, an RCV Swing Check Valve may be used in a "Shotgun" arrangement whereby the valve is trimmed in a similar manner but utilizes an electric water flow switch and alarm bell instead of a water motor gong for fire notification. The body of the Globe RCV Swing Check Valve is constructed MODEL RCV of high tensile strength cast iron having considerable d l ctility to SWING CHECK VALVE reduce damage infield handling. It meets the ASTM A1261 Class B rating. The RCV clapper assembly is made of stainless steel and has an E.P.D.M. rubber facing. The RCV incorporates a special stainless steel spring assembly which allows its use in the down- ward flow direction. It effectively provides a leak tight seal against back pressures greater than one (1) psi. PHYSICAL DIMENSIONS APPROVALS Z"H�j o cLILus Listed e FM Approved OPTIONAL FOR RISERD111 ® NYC - DOB MEA 305-05-E INSTALLATION TECHNICAL DATA ®Water Working Pressure Rating- 300 psi (20.7 Bars). ® Factory tested hydrostatically to 600 psi (41.4 Bars).Equivalent feet of pipe: 2"Valve= 7.2 feet, 2 1/2" 1hValve= 7.2 feet, 3"Valve =7.2 feet, 4"Valve-9.9 feet, Yz-14NPT 6"Valve= 16.1 feet. •o• �• •L• WEIGHT SIZE A C E F G H I J K L (Ibs.) no trim 2" 1" 4" 3 1/2" 4 1/2" 6 1/2" 1/4" 1 1%2" 2 1/4" 2 1/2" 4 3/4" 4.5 2 1/2" 1 1/4" 4 1/2" 4" 5" 7" 1/4" 1 112" 2 1/2" 2 3/4" 5 1/2" 8 3" 1 1/4" 5" 4 1/2" 6" 7 3/4" 1/4" 2'� 3" 3 3/4" 6 3/4" 12 i4'j C2"_ tb 1/4 g 6,w1/2" C8 112" 1�/4", E2 11/2"� ,3 1/2 4 I/4"1 7 I%2 tl7 j 6" 2" 8" 5" 8" 10 1/2" 1/4" 3 1%4" 4 1/4" 5 1/2" 1 10" 40.5 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 m FAX989-846-9231 OCTOBER2005 J-10 BULLETIN RCV REV.#1 i SWING CHECK VALVE - 2"; 2 4" & 6 MODEL RCV - STANDARD & FFSHOTGUNIFF GROOVE/GROOVE ITEM DESCRIPTION MATERIAL 2"PIN 2%'PIN 3"PIN 4"P/N 6"P/N 3 1 Hinge Pin Stainless Steel 321521 321528 321535 321541 321549 \ 12 2 Torsion Spring Stainless Steel n P� g l 321523 321531 321531 321545 321554 p 2 3 Machined Body Cast Iron 321501 321503 321505 321507 321509 8 t0 4 1/2"NPT Plug Cast Iron 311003 311003 311003 311003 311003 t 5 Seat Ring Brass 321522 321530 321537 321543 321551 6 Locknut Stainless Steel 321556 321556 321556 321556 321556 ® B 7 Nameplate Aluminum 321558 321558 321558 321558 321SS8 5 8 Clapper Stainless Steel 321515 321527 321534 321540 321548 4 9 Clapper Facing Disc EPDM 1 321516 321529 321536 321542 321550 11 6 10 Sealing Washer Hard Fiber 321518 321518 321518 321518 321518 CROSS SECTION I I Disc Retainer Stainless Steel 321517 321517 321517 321544 321544 12 Hex Head Bolt Stainless Steel 321519 321519 321555 321555 321559 SHOTGUN"" TRIM ARRANGEMENT 2 SIZE A B C 4 3 2" 10" 8 3/4" 2 1/4" 5 6 2 1/2" 61" 9 1/4" 2 1/4" 1 3" 12" 9 1/2" 2 1/2" 4 0 ® 4" 13 1/2" 10" 3 1/4" 5 8 6" 14 1/4" 10 3/4" 4" 6 .8 TOP VIEW FRONT VIEW ITEM DESCRIPTION 2" 2 W- 3" 4" 6" QTY. I I RCV 321526 321533 321539 321547 321557 1 2 Angle Valve 311614(1") 311615(1 1/4") 311615(1 i1/4") 311617(2") 311617(2") 1 3 Close Nipple 310500(1") 310600(1 1/4") 310600(1 1/4") 310800(2") 310800(2") I 4 1/4"Water Gauge 300119 300119 300119 300119 300119 2 5 1/4"3 Way Valve 311683 311683 31 1683 311683 311683 2 I 6 1/4"Plug 311001 311001 311001 311001 311001 2 7 1/4"Nipple 311101 (1 1/2") 311102(2") 310102(2") 310103(21/2") 310103(2 1/2") 1 8 1/4"x 5 1/2"Nipple 310109 310109 310109 310109 310109 1 ORDERING INFORMATION GLOBE° PRODUCT WARRANTY Globe agrees to repair or replace any of its own SPECIFY manufactured products found to be defective in material •Quantity • Model Number orlworkmanship for a period of one year from date of •Standard or Shotgun style. shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale(Our Price List). won 4077AlRPARKDRIVE,STAN DISH,MICHIGAN 48658 FIRE SPRINKLER CORPORATION_ 989-846-4583 FAX989-846-9231 I OCTOBER2005 PRINTEDU.S.A. BULLETIN RCV REV.#1 I i GLR30OG Grooved Butterfly Valves -Globe Fire Sprinkler Corporation Page 1 of 3 tit Au arr'"MEW Ara FIRE SPRINKLER CORPORATION GLR30OG Grooved Butterfly Valves GLR30OG Grooved Butterfly Valves, Grooved End, Sizes: 2 '/2', 3", i 41 , 6" and 8" Specifications i • Working Pressure: 300 PSI (21.4 Bars) • Max. Test Pressure: 600 PSI (42.8 Bars) • Max.Working Temp: 250'F (1209C) Factory installed UL Listed Double Tamper Switch For Indoor and Outdoor Use. Materials of Primary Components s^ � Body ASTM A-536 Nylon-11 f Coated r ASTM A-536 EPDM Disc Encapsulated Upper and Lower �. AIS1 420-SS *" Stems Worm Gear Shaft JAISI 410-SS Housing ASTM A-536 Hand Wheel ASTM A-536 Flag Indicator ASTM A-536 j Sheer Pin ASTM A-510 Segment Gear ASTM B-148 or B-584 Housing Gasket EPDM Grade O-Rings (All) EPDM Grade"E" i http://globesprinkler.com/index.php/products/detail/glr300g_grooved_butterfly_valves/ 6/11/2009 I I GLR300G Grooved Butterfly Valves - Globe Fire Sprinkler Corporation Page 2 of 3 Approvals • NYC-DOB MEA Approved 155-06-E • UL, ULC Listed • FM Approved Cross Sections I Click A E j 0 i 6 - - -_-- _ - ___ Q- - ° [ ! C D 5.00 f.3a i d2a.0) 1 1 t.0) image above for a detailed view of this product. Dimension Unit: in(mm) Size A B C D E P/N 5.31 5.04 4.13 3.30 3.80 311785 2'/2' -G 5.59 5.04 4.41 3.60 3.80 311790 3 J-G 6.89 5.04 5.71 4.30 4.54 311795 4' 8.23 8.66 7.05 5.71 5.21 311805 6" (209) (220) (179) (145) (132.4) -G 9.21 8.66 8.03 6.70 5.80 311815 8" (234) Product Related Documents • Butterfly Valve Installation and Maintenance Guide (http://sprinkler.pmhclients.comlpdfs/Butterfly Valve Guide.bdf) I http://globesprinkler.com/index.php/products/detail/glr300g_grooved_butterfly valves/ 6/11/2009 GLR300G Grooved Butterfly Valves - Globe Fire Sprinkler Corporation Page 3 of 3 I I Related Products Globe Product Warranty Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale(Our Price List (http://alobesprinkler.com/pdfs/pricebook.pdf)). Bulletin: BUTTERFLY Last Revised:August 2006 Revision: 2 Globe Fire Sprinkler Corporation GFSC Globe Fire Sprinkler Corporation Globe Fire Sprinkler Corporation info@globesprinkler.com (mailto:info@globesprinkler.com) 4077 Airpark Drive Standish, MI 48658 United States Phone: 1-989-846-4583 Fax: 1-989-846-9231 @ 2008 Globe Fire Sprinkler Corporation.All rights reserved. Contact Us (http://globesprinkler.com/index.php/globe/contacts site by visual chutzpah (www.visualchutzpah.com) i I I it I I http://globesprinkler.com/index.php/products/detail/glr300g_grooved_butterfly_valves/ 6/11/2009 I i RAL\TES 0 Floor . . 'rain Valve for Systems Requiting�Pressure Relief'Vailve CS1, <&> rwig r t#r F3., TEST , a Y:Y .S*i'dK�ht x4 ll • The AGF Manufacturing Inc. Model 1011A TESTANDRAIN® matches all the features and benefits of our Model 1000 by providing both the test function and the express drain function in a multistory installation for a wet fire sprinkler system, with the added feature of an integral Model 7000 Pressure _ Relief Valve with drainage piping. i • The Model 1011A complies with the requirements of NFPA7113 that stipulate a pressure relief valve be installed on all gridded systems and downstream of all pressure reducing valves (see reverse). •The Model 1011A TESTANDRAIN° is a compact single handle ball valve which includes a tamper resistant test orifice and integral tamper resistant sight glasses, and is 300 PSI rated. • Available in a full range of sizes from 3/a" to 2" NPT and BSPT,with all specifiable orifice sizes 3/s" (2.8K), 7/16" (4.2K), 1/2" (5.6K), 17/32" (8.OK), W (11.21K, ELO), 3%a" (14.OK, ESFR), and K25 as required by NFPA 13, 2007 Edition (see reverse). •The included UUFM Model 7000 Pressure Relief Valve features a flushing handle and is factory rated for 175 PSI. Other pressure settings are available and may be substituted. • Designed to relieve excess system pressure caused by surges or temperature changes as well as solve the difficult problem of providing the relief valve with a convenient drainage-piping outlet. • Shipped with relief valve and bypass drain ports plugged toi expedite pressure testing the system. • A locking kit is available and can be ordered with the valve to provide vandal resistance or prevent unintentional alarm activation. NOTE:It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve.Standard relief valves are required to OPEN in a range of pressure between 90%and 105%of their rating.The valves are required to CLOSE at a pressure above 80%of that rating.The relief valve sho uI Id be installed where it is easily accessible for main- tenance.Care should be taken that the relief valve CANNOT be isolated from the s�stem when the system is operational.A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. 3/O(i TESTANDRAIN is a registered trademark of AGF Manufacturing Inc. 611 � o �p DIMENSIONS MODEL 1011A - FRONT VIEW Orifice Size Available:3/a°,7/16",1/2",17/32",ELO(5/8")*,ESFR(3/4")*,&K25** -A SIZE A B C D E F G H e � wuer u " u 1 n n u u 1 O 3 ., 79/is 11/z 23/is 35/s' 3/8 3 113/is 49/is 63/a ro F (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (1625 mm) DRAIN H 79/16 11/2 2 3/1 6" 35/8" 33/8" 113/16" 49/16u 63/8" 1" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (1625 mm) 11/4 715/16" 111/16" 29/16" 41/4" 35/8' 115/16" 59/16" 51/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 11/z" 815/16" 113/16 31/4 51/16" 37/8 25/8" 81/4 107/8" MODEL 1011 A - PLAN VIEW (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 2 /5 1153/1m6") 31/4 51/6" 37/8 2/8m") 81/am" 107/8 A 227 227 mm1.5mm 99 7 7(4 m @ 27 mm) (2m ►I O *Available on 11/4"to 2°size units only **Available-on 11/2"and 2"size units only DRAIN j + THE MODEL 1011A PROVIDES ALL OF THE FOLLOWING... ~cII From the 2007 Edition of NFPA 13 1 f O Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. j Chapter 8.16.2.4.2 Drain connections,interior sectional or floor control valve(s)- &8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. MATERIALS Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling Handle:Steel the flow of the drain. I Stem:Rod Brass Chapter A.8.17.4.2 (Wet Pipe System)test connection is permitted to terminate into Ball:C.P.Brass a drain capable of accepting full flow...using an approved sight Body:Bronze test connection containing a smooth bore corrosion-resistant Valve Seat:Impregnated Teflon® orifice giving a flow equivalent to one sprinkler... Indicator Plate:Steel Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Relief Valve:Bronze Chapter 8.17.4.2.4 shall be permitted to be installed in any location...downstream Bypass Fittings:Brass of the waterflow alarm. Bypass Tubing:Nylobraid Chapter 8.17.4.3.1 (Dry Pipe System)a trip test connection not less than 1" in diameter,terminating in a smooth bore corrosion-resistant orifice, APPROVALS to provide a flow equivalent to one sprinkler... UL and ULC Listed:(EX4019 Chapter 8.17.4.3.2 The trip test connection...with a shutoff valve and plug no less &EX4533) than 1",at least one of which shall be brass. FM Approved Chapter 7.1.2 -a gridded wet pipe system shall be provided with a relief valve NYC-BSA No.720-87-SM set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure,whichever is greater. Chapter 8.16.1.2.3* A relief valve of not less than 1/2" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding 175 PSI. Chapter A.8.16.1.2.3 -consideration should be given to piping the discharge from the �� (pressure relief)valve MADE IN U IL USA Patent#474i361 . Other AGF Manufacturing Inc. Job Name: 100 Quaker Lane,Malvern,PA 19355 ® Phone:610-240-4900 Architect: Fax:610-240-4906 Engineer: www.testandrain.com Contractor: \ ` � ��4, SENSOR ssmissv series Alarm Bells � System low Scnso/s S'M and-_Vcurren series bells are t,/if/u",,^',_tification appliances for __ use in fire and burglary system'or other signaling Reliable erformonce-The ssm and ssv series provide loud I rates on 24VDC and are motor Features resonant tones.The SSM,series ope utilizing a vibrating Approved for indoor and outdoor use driven,while I the SSV series operates on 120VAC ' Low current draw � simplified I nstallation-For indoor use,the SSM High dB output - d'fou,-inch square electrical box For Outdoor le in Availabg�mcn ��t.~.__— . � ` ` ' / i • I SSM/SSV Specifications I-Architecturall/Eiiiineering Specifications Model shall be a SSM or SSV Series alarm bell.Bells shall have underdome strikers and operating mechanisms.Gongs on said bells shall be no smaller than nominal 678710-(specify size)with an operating voltage of 24VDC or 120VAC(specify by part nJmber).Bells shall be suitable for surface or semi-flush mounting.Outdoor surface mounted installations shall be weatherproof(using optional WBB we)therproof electrical box).Otherwise bells shall mount to a standard 4'square electrical box having a maximum projection of 2W.Bells shall be located as shown on the drawings or as determined by the Authority Having Jurisdiction.Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal,and approved by Factory Mutual and MEA. physicallIOperAting Operating Temperature Range —31°F to 140°F Operating Voltage SSM series:24VDC SSV series:120 VAC Termination Provided with 2 sets of leads for in/out wiring Service Use Fire Alarm,General Signaling,Burglar Alarm Warranty 3 years Model Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Output(dBA) (inches) Limit SSM24-6 6 Regulated 24VDC 16 to 33VDC DC-31.1 mA/FWR-53.5mA 82 SSM24-8 8 Regulated 24VDC 16 to 33VDC DC-3 j.1 mA/FWR-53.5mA 80 SSM24-10 10 Regulated 24VDC 16 to 33VDC DC-31.1 mA/FWR-53.5mA 81 SSV120-6 6 Regulated 120VAC 96 to 132VAC 53mA 85 SSV120-8 8 Regulated 120VAC 96 to 132VAC 53mA 82 SSV120-10 10 Regulated 120VAC 96 to 132VAC 53mA 82 "Sound output measured at Underwriter Laboratories,as specified in UL464 Ordering Information SSM24-6 a SSM24-6A a Bell,6,24VDC,Polarized,82dBA SSM24-8 SSM24-8A Bell,8 24VDC,Polarized,80dBA SSM24-10 SSM24-10A Bell,10,24VDC,Polarized,81 dBA SSV120-6 SSV120-6A Bell,6,120VAC,85dBA SSV120-8 SSV120-8A Bell,8",120VAC,82dBA SSV120-10 SSV120-10A Bell,10-,120VAC,82dBA WBB Weatherproof back box for SSM and SSV series,when installed outdoors I i I S/E-/ 020075yire Scow,. /�,//!! 3825 Ohio Avenue•St.Charles,IL 60174 Produaspea&anoossbjmtod-gevmhoucnonm.Nwsyvemwnwrmmfor Z4 SENSOR' Phone:800-SENSOR2•Fax:630-377-6495 cu mntpodutt mlomaro0260-O ingthel-a16ernono hrs daa heet. A05-0250-008.4/07•a1676 SYSTEM SENSOR° WFD Series Waterflow Detector System Sensor's WFD series is compatible with schedule 70 through 40 steel pipe,sizes 2-through 8;and can be mounted in a vertical or horizontal position. Features Robust Con struction.The WFD series consists of a rugged, NEMA 4 rated enclosure.Designed for both indoor and outdoor •Two-inch conduit openings in new WFD30-2 models use,the WFDII series operates across a wide temperature range,from UL listed models are NEMA 4 rated 32°F to 120°F. Sealed retard mechanism immune to dust and other contaminants Reliable Performance.UL listed models are equipped with Visual switch activation tamper resistant cover screws to prevent unauthorized entry.Inside, two sets of SPDT(Form Q synchronized switches are enclosed in a Field replaceable retard mechanism and SPDT switches durable terminal block to assure reliable performance. Rugged,dual SPDT switches enclosed in a durable terminal block False Alarm Immunity.The WFD series incorporates a mechanical Accommodates up to 12 AWG wire retard feature,which minimizes the risk of false alarm due to Designed for both indoor/outdoor use pressure surges or air trapped in the sprinkler system.In addition, the mechanical retard's unique sealed design is immune to dust and 100 percent synchronization activates both alarm panel and other contaminants. local bell Tamper resistant cover screws Simplified Operation.The WFD series is designed to simplify installation.Two conduit openings permit easy attachment to the local alarm system.The retard mechanism and dual SPDT switches are field-replaceable. Agency Listings & O UDC MEA FM LISTED approved a„xo�u 5739 C5169 7770-1209-.140 167-93-E 1W9A2AH i Waterflow Detector Specifications Vane-type waterflow detectors shall be installed on system piping as designated on the drawing and/or as specified herein.Detectors shall mount on any clear pipe span of the appropriate nominal size,either a vertical,upflow or horizontal run,at least 6-from any fittings which may change water direction, flow rate,or pipe diameter or no closer than 24-from a valve or drain.Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 450 psi*for 2'—8'pipes.The detector shall respond to waterflow in the specified direction after a preset time delay which is field adjustable.The delay mechanism shall be a sealed mechanical pneumatic unit with visual indication ofactuation.The actuation mechanism shall include a polyethylene vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism.Outputs shall consist of dual SPDT switches(Form C contacts).Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided.Unless noted,enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc.All detectors shall be listed by Underwriters Laboratories Inc.for indoor or outdoor use. Static Pressure Rating 450 PSI* Operating Temperature Range 32°F to 120°F(O°C to 49°Q Maximum Surge 18 Feet Per Second(FPS) Enclosure Rating* i NEMA 4—suitable for indoor/outdoor use Triggering Threshold 4-10 GPM Cover Tamper Switch Standard with ULC models,optional for UL Bandwidth(Flow Rate) models,part no.546-7000 Conduit Entrances Two openings for 1/2-conduit. Service Use Automatic Sprinkler:NFPA-13 One open,one knock-out type One orTwo Family Dwelling:NFPA 13D Residential Occupancies up to 4 Stories:NFPA 13R j National Fire Alarm Code:NFPA-72 Contact Ratings Two sets of SPDT(Form C) U.S.Patent Number's 3,845,259 10.0 A,7/2 HP @ 125/250 VAC I 4,782,333 2.5 A @ 6/12/24 VDC 5,213,205 Compatible Pipe Steel water pipe,schedule 10 through 40 Warranty 3 Years WFDE Field Wiring Diagram Delay Adjustment Dial i Overall Dimensions,Installed To noInn sILiW21rc eaz vDnOWol'lcFcmbpi zputl co,wnIa.iano,o w voarronm wm¢atr tei,rc U�is 1252R4 5V 0O VCA C 2IO5 AH MPa5 e ndda mc tlDelay menl „sFO �6D5 � J.75• Cmmend6m,mmm CONiACTNMP FU1.6• WF08eea ,gM FD 0 WD 46• Wo0 WF0 WD 0 55 D = WF 7: WFD60 19 6]00 8a9t • D-t— •oflstedFR eo ffaj�-----_ b Pipe wdtlle Typical FRCP ConneNon NOTE'Retard Gm¢may exceed 90 second5. Atllust and venly that time does not exceetl 90 sec°nds 7 P,pe TozOpoower PlasOc vane local `'Ow.°n ocn coe oat e,eaam—le.:ew—n �ppetl�vnroM tlsllocatcM Mywtl s ch houxi WNOTI � Dboll Typical Laml Oell Connection ^9 ooP w'^x swap�s°emmy wetn:seeTable I 0 UL Model ULC Model Pipe Size Hole Size Shipping Weight WFD20 WFD20A 2- 17/4' 4.2lbs. WFD25 WFD25A 21/2' 17/4,' 4.3lbs. WFD30-2 WFD30-2A 3' 2-1 4.5 lbs. WFD35 WFD35A 3Yz" 17/4;' 4.7lbs. WFD40 WFD40A 4- 2-1 5.2lbs. WFD50 WFD50A 5- 2-1 6.3 lbs. WFD60* WFD60A 6- 2-1 6.8lbs. WFD80* WFD80A 8- 2-; 7.5 lbs. Accessories A3008-00 Retard mechanism A77-01-02 Terminal block 546-7000 Tamper proof switch kit WFDW Tamper proof wrench for cover WFDN4 Gasket kit *Maximum pressure rating 400 psi as approved by Factory Mutual. �� v®dH E szcha system son:Dr. my mm 3825 Ohio Avenue•St.Charles,IL 60174 Pn.d ctSPeae°an°ns5°b;�cD00 change stemSln"DDeewst5ystem en otcDmrDt �4 SEAS®RD Phone:800-SENSOR2•Fax:630-377-6495 currentproduct"rDrma°-0180-011-ludmg/07-4he t ent°nD lnlSdata��L A05-0780-011.3/07•A1676 I I I Mechanical Anchoring Systems HDI-P Drop-in Anchor 3.3.10 3.3.10.1 Product Description 3.3.10.1 Product Description The Hilti HDI-P Drop-In anchor is an Guide Specifications 3.3.10.2 Material Specifications internally threaded,flush mounted 3.3.10.3 Technical Data Expansion Anchor Expansion anchors expansion anchor for solid and 3.3.10.4 Installation Instructions shall be flush or shell type and zinc hollow Concrete. 3.3.10.5 Ordering Information plated in accordance with ASTM B633, Product Features SC 1,Type III. Anchors shall bie Hilti • Optimized anchor length to allow HDI-P anchors as supplied by Hilti. reliable fastenings in hollow core Installation Install shell or flush type panels, precast plank and post tensioned slabs anchors in holes drilled with Hilti • Shallow drilling enables fast carbide tipped drill bits. Install anchors y installation in accordance with manufactu let's V • Lip provides flush installation, instructions. consistent anchor depth and easy rod alignment • Setting tool leaves mark on flange j when anchor is set properly to enable inspection and verification of proper expansion 3.3.10.2 Material Specifications The HDI-P is manufactured from mild carbon steel,which is zinc plated for corrosion protection in accordance with ASTM 13633,SC 1,Type III 3.3.10.3 Technical Data Table 1 -HDI-P Loads in Normal-Weight Concrete and Hollow Core Concrete Panels Ultimate Loads,lb(kN) Allowable Loads,lb(kN)' Bit 4000 psi Concrete Hollow Core',' 4000 psi Concrete Hollow Core'' Length Size (27.6 Mpa) (27.6 Mpa) Desc. in.(mm) in. Tension Shear Tension Shear Tension Shear Tension Shear HDI-P 1/4 5/8 (15.9) 3/8 1,430 (6.4) 1,870 (8.3) 1,550 (6.9) 2,275 (10.1) 285 (1.3) 375 (1.7) 310 (1.4) 455 (2.0) HDI-P 3/8 3/4 (19.1) 1/2 1,900 (8.5) 3,000 (13.3) 2,100 (9.3) 4,000 (17.8) 380 (1.7) 600 (2.7) 420 (1.9) 800 (3.6) HDI-P 112 1 (25.4) 5/8 3,000 (13.3) 6,075 (27.0) 3,110 (13.8) 5,495 (24.5) 600 (2.7) 1215 (5.4) 620 (2.8) 1,100 (4.9) 1 The Admissible Anchor Location must be established to prevent damage to the prestressed cable during the drilling process. Verify the location and height of the cable with the hollow core plank supplier to confirm Admissible Anchor Location. 2 Minimum compressive strength of hollow core panels is 7,000 psi at the time of installation. The minimum thickness'T'is 1 3/8 inches. 3 Allowable loads calculated with a 5 to 1 factor-of-safety. Figure 1 - Installation of HDI-P in Hollow Core Concrete ""- .r 'd},rr"s," ` \/: ,t"�.j,,{yy,�i}•yoti-»ram;�� _I,.1.,-;_5 3 ,,�c�' )`..'�`''i�'i,��^'' ,"'?�('.�!.-1^'t S",&.'°4l�A. YR'"!-'-� M1iT-�7l'.JI>.("�i4t�`•i __7 '•,r;,,�.',_ -t U�r,„}•` "t~r-�'�'!• �g. Admissible Anctwr Lacatton }-F Length i 3.3.10.5 Ordering Information HDI-P Anchor Setting Tools for HDI-P Anchors Description Bit Diameter Box Quantity Description HDI-P 1/4 3/8 100 HST-P 1/4 Hand Setting Tool HDI-P 3/8 1/2 100 HST-P 3/8 Hand Setting Tool HDI-P 1/2 5/8 50 HSD-G 3/811-land Setting Tool with hand guard HST-P 1/2 Hand Setting Tool Hilti,Inc.(US)1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti(Canada)Corp.1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 3 I I J � VERTICAL MOUNT SAM"S .: I © for VERTICALLY of steel structures easily and quickly! Lr Product Features (/! 110 •Made with TOO self-drilling fasteners- -d�0, @��d no pre-drilling required. c_'*! •Install into steel range from Y 22 gauge—112"thicknesses. (') •Saves time from traditional methods. ty.. p1ADE YdifFl J •Reduces installation cost. P9` •Quick to install using the Sammy Nut i } Driver with an 18V cordless drill/driver. I c- a• a 1l4°___6024957 DSTR 100' 1/4-20 x 1"TEKS 3 a 151_0 (20 ga.)i _- .036"-20 ga -_3/16" 25_ 12_5 j _ 114" 8025957 DST 100 - 1/4-14 x 1°TEKS 3 ~446 (20 ga.) .036"-20 ga 3/16" 25 125 w-_ 1/4" 8026957 DST 150 1/4-14 x 1-112"TEKS 3-_97_0 (16 ga.) - - _.036%20 ga 3/16" 25 125 1/4" 8027957 DST 200 1/4-14 x 2°TEKS 3 446 (20 ga.) .036"-20 ga 3/16' 25 125 114° 8030957 TEK 500 12-24 x 1-1YL"TEKS 5 _3125 (3/16') --- .187°-3/16" 10 25_ 125_ 3/8" 8038957 DSTR 1' 1/4-20 x 1°TEKS 3 - 1510(20 ga.)1 1500 1475 .036"-20 ga 3/16" 25 125 Jg - 9/8° 8037957 DSTR 1-1/2" 12-24 x 1-112"TEKS 5 1510 (3116") 1500_- 1475 .060"-16 ga. 112" 25 125 ; -- - - O 3/8" 8039957 DSTR 516' 5116-18 x 1-1/4"TEKS 3 2200(20 ga.) 1500 1475 .036"-20 ga 1/8" 25 125 i #1461ack ( 3/8" 8040957 DST 10 1/4-14 x 1"TEKS 3 446(20 ga.) j .036"-20 a 3116" 25 125 Nut Driver 970(16 ga.) 9 --- - - - ._.__.__- .- _ _ . -- _-_ .___...-_-__-- --.. _ -_-- _ _ --- _ _ u_.___ Part#8113910 3/8" 8077925 DST 10-SS 114-14 x 1"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 970(16 ga.) 318" 8041957 DST 15 1/4-14 x 1-1/2"TEKS 3 970(446(16 ga.)ga.) j .036"-20 ga 3/16" 25 125 " _ _-__---- � , r—. ----- ga.)(20 . 3/8" 8078925 DST 15-SS 1/4-14 x 1-112"TEKS 3 446 446(20 ga.) .036"-20 ga 3/16" 25 125 3/8" 8042957 DST 20 1/4-14 x 2 TEKS"3 446( ga.) 970(11 66 ga.) .036"-20 ga 3/16" 25 125 , 3/8` 8043957 DST 25 1/4-14 x 2-1/2"TEKS 3 446(20 ga.) .036"-20 ga 3/16" 25 125 970(16 ga.) 3/8" 8044957 DST 30 1/4-14 x 3"TEKS 3 446(20 ga.) , 036"-20 ga 3116" 25 125 970(16 ga.) Q. 3/8" 80_45957 DST 516 5116-18 x 1-1/4"TEKS 3 1500(3116°) _15_00 1475 .125"-1/8° 1/8" 25 125 _ - 3/8" -8046957 TEK 50 -12-24 x 1.1/2"TEKS 5 3125(3/16")MI _1500 -- 1475 187"-3116 1/2"- 25--125 1/2" 8031925 DST 2.0 1/4-14 x 2"TEKS 3 446 (20 ga.) .188"-3/16" 1/4" 25 125 970 (16 ga.) 112" 8033925 DSTR 1.0* 1/4Y20 x 1"TEKS-3 1510 (20 ga.) _ .0-36"-20 ga 3116" 25 125 ; 112" 8034925 DSTR 5.16" 5/16-18 x 1-1/4•TEKS 3 2220 (20 ga.) _ .036°-20 ga 1/8" 2_5 125 8035 112° 925 DST 5.16 5/16-18 x 1-1/4•TEKS 3 1_500 (3/16')- -- _ .125"-1/8° 1/8" _25 125 ; - 112° -8036925 TEK 5.0 12-24 x 1-112°TEKS 5 3125 (3/16") —.187"-3116° 112" 25 125 #14 SW Red Nut Driver *Includes retaining nut I Part#8114910 I SAMMY Swivel &for Steel Installs VERTICALLY and swivels upra Product Features •Eliminates distortion of threaded rod in •Installs into angled Z-Purlin;Allows sloped roof applications. threaded rod to hang plumb. a`� •Accommodates 3-1/2 x 12 pitch. •Allows 17'deflection from vertical. ' �_� 3/8° 8137957 SH-DSTR 1" 1/4-2D x 1" 3220"(3116`) °1500 •1475 .035" 3116" 25 125 _�- -includes retaining nut (Does not comply with ROHS mquirements) 914Black Nut Driver SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into Part#8113910 contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. For • to date information, • • �(+\OHBs MADE IN U.S.A V inp11A"� I cm M■ki , Ll k fil 4 liv, • SIDEWINDERV for O' into the side of Product Feaures no pr�`d�l ��� •Made with Teksm self-drilling fasteners-no pre-drilling required. required •Install into steel range from 22 gauge—1/2"thicknesses. •Saves time from traditional methods. •Reduces installation cost. r^p •Quick to install using the Sammy Nut Driver with an 18V cordless drilUdriver. �IP S:. W• W W - 1/4" 8047957 SWD 100 i U4-14 x 1"TEKS 3 1477(16 ga.) _ ___.._-__.__ •060"-16 ga 3116"-___ 25 125_f 1/4° 8049957 SWDR 100' 1/4-20 x 1'TEKS 3 1900(20 ga.) 036°-20 ga 3116" 25 125 - 3/8' 8050957 SWD 10 114-14 x 1"TEKS 3 1477 (16 ga_)-- -_060"_16 ga 3116' 25 1257 3/8" 8080925 SWD 10-SS 1/4-14 x 1"TEKS 3 1477(16 ga.) ��- .060"-16 ga 3/16" 25 125 r - -318" 8051957 SWD 15 114-14 x 1-112'TEKS 3 1477 16 - -060"16 -a 25 125 3/8" 8081925 SWD 15-SS 1/4-14 x 1-1/2'TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 —__.—_—_._-- ,_T _ ._.— -� 3/- 8052957 SWD 20 _i14-14 x 2'TEKS 3_ 1477(16 ga.) - - .060"-16 ga 3/16°_ 25 125 f • ,3/8" 8053957 SWD 516 5/16-18 x 1-1/4"TEKS 3 2480 (20 ga.) .036"-20 ga_ 1/8' 25 125 3/8" 8055957 SWDR 1 1/420 1"TEKS 3 1900 (20 ga.) _ 1500 -_1475- .036" ga- 3/16"� 25 125T{ #14 SW Red - - - - ----- x -20- - - --- -- - ---- —1-- Nut Driver -0 3/8" _80549_57 SWDR 1-1/2' 12-24 x 1-112"TEKS 5 2375 (3/16") - 1500- 1475187"-3I16" 1l2" 25 125 Part#8114910 OV 3l8" 8056957 SWDR 51.6_' 5/16-16-x 7-1/4"TEKS 3 2_480 (20 ga.) 1500 1475 .036"-20 ga-- 118" - _25 125 3l8" 8057957 SWT 15 12-24 x 1-112"TEKS 5- 237(3/16") -- .187"-3/16" 112" 25 W 125 `Includes retaining nut Performance Data Steel Gauge No. 26 24 22 1 20 18 16 14 12 3116" 114" Nominal Decimal Equivalent 018 .024 .030 .036 .048 .060 .075 .105 1 .188 .250 a Fastener Steel Gauge(lbs.) (average lbs.ultimate) Model Dia. Pt. 20 18 16 14 12 3116 1/4 Fastener Thickness DST 1/4 #3 446 613 970 1145 1544 3190 Model Dia. Pt. .114 .092 .365 .132 DST 516 5/16 #3 457 568 1209 1712 2422 DST 10 1/4 #3 1265 2750 TEK 50 #12 #5 487 699 913 1527 3270 3593 SWD 10 114 #3 1120 1420 DSTR IA12" 912 #5 3270 3593 DSTR 1" 1/4 #3 1510 DSTR 516 5116 #3 2200 i o Fastener Steel Gauge(lbs.) Model Dia. Pt. 20 18 16 14 12 3116 114 SWD 1/4 #3 1477 SWDR 1.1/2" #12 #5 2375 SWDR 1" 114 #3 1900 1900 SWDR 516 1 5/16 #3 11 2480 2480 SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then comp ate.Warranty requires the use of the appropriate nut driver for installations. F_7 To r .distributor near you, 800-BUILDEX i Globe Pipe Hanger Products, Inc. - 300 Series Iron Pipe Swivel Ring Page 1 of 2 Globe Pipe Hanger Products, Inc. 14601 Industrial Pkwy Cleveland,OH,44135, US Phone:216.362.6300 Toll-free: (800)338-3555 Email:sales@globepipehanger.com Website: http://www.globepipehanger.com All Cateqories > Series 300 Swivel Rinqs > 300 Series Iron Pipe Swivel Rinq >View Items i 300 Series Iron Pipe Swivel Ring Check up to five results to perform an action. SIZE RANGE: 1/2"through 8'pipe sizes MATERIAL: Pre-galvanized Carbon Steel with a Zinc Electroplate insert nut FINISH: Pre-Galvanized. ORDERING: Specify rod size;finish; and model number and pipe size. APPROVALS: UL Listing and FM Approved.Complies with Federal Specification WW-H-171 E(Type 10)and A-A-1192A(Type 10)and Manufacturers Standardization Society SP-69(Type 10)and NFPA standards for reduced rod sizes. FUNCTION: Design and recommended for the suspension of non-insulated stationary pipe lines.The hanger maybe installed prior to the erection of piping and also allows for vertical adjustment a ier installation. I TH'i� I7_C �. ' =...... larger image larger image Results 1 -13 of 13 1 Item# Pipe Size A B C D E Max. Recommended Load 300- 3/8 2 1/2 1 1/2 1 1/8 204 1/2 inches inches inches inches 3 inches inches 400 Ibs 300- 3/8 2 5/8 1 3/4 3 1/8, 1 1/8 206 3/4 inches inches inches inches inches inches 400 Ibs 300- 3/8 2 3/4 1 7/8 3 3/8I 1 1/8 210 1 inches inches inches inches inches inches 4001bs 300- 1 1/4 3/8 2 7/8 2 1/8 3 3/4 1 1/8 400 Ibs 212 inches inches inches inches inches inches I http://globepipehanger.thomasnet.com/printitems/series-300-swivel-rings/3... 8/31/2009 i Globe Pipe Hanger Products, Inc. - 300 Series Iron Pipe Swivel Ring Page 2 of 2 300- 1 1/2 3/8 2 1/4 1 1/8 214 inches inches 3 inches inches 4 inches inches 400 Ibs 300- 2 inches 3/8 3 3/8 2 1/2 4 5/8 1 1/8 400 Ibs 220 inches inches inches inches inches 300- 2 1/2 1/2 4 inches 3 1/8 5 1/2 1 3/8 600 Ibs 224 inches inches inches inches inches 300- 1/2 4 5/8 3 5/8 6 3/8 1 5/8 230 3 inches inches inches inches inches inches 600 Ibs 300- 3 1/2 112 1 3/4 234 inches inches 5 inches 4 inches 7 inch ess inches 600 Ibs 300- 5/8 5 1/4 4 1/8 1 1/2 1 5/8 240 4 inches inches inches inches inchels inches 1000 Ibs I 300- 5/8 8 3/4 1 7/8 250 5 inches inches 6 inches 5 inches inche s inches 1000 Ibs l 300- 6 inches 3/4 7 inches 6 inches 10 3/8 2 1/8 1250 Ibs 260 inches inches inches I 300- 7/8 8 1/4 7 1/8 12 5/8 2 3/8 280 8 inches inches inches inches inches inches 1250 Ibs Results 1 -13 of 13 1 I I http://globepip ehanger.thomasnet.com/printitems/series-3 00-swivel-rings/3... 8/31/2009 HANGER RODS Fig. 146 Continuous Threaded Rod Size Range:'/4"through 11/2"Stocked in six,ten,and twelve foot lengths.Other even foot lengths can be furnished to order. Material:Carbon steel;rod threaded complete length. Finish:❑Plain or❑galvanized. Maximum Temperature:650'F. Ordering:Specify rod diameter and length,figure number, name and finish. Note:The acceptability of galvanized coatings at temperatures above 450°F is at the discretion of the end user. Length A FIG.146: LOADS(LBS)•WEIGHTS(LBS)DIMENSIONS(IN) Rod Size Threads Max Load Weight A per Inch 650°F per Ft. /4 20 240 0.12 W 16 730 0.30 %2 13 11,350 0.53 % 11 12,160 0.84 %4 10 3,230 1.20 %a 9 4,480 1.70 1 8 15,900 2.30 1''A 7 19,500 3.60 1'/2 6 13,800 5.10 Note:Other rod sizes available upon request.Class 2 fit is available upon request. PROJECTiTION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: I ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 I Y � SPRINKLER CABINETS FOR 741A GImmulm um REPLACEMENT �'�� AUTOMATIC SPRINKLERS FIDE SPPI.INKLER C09PORATION, i SIX SPRINKLER CABINET FOR '/Z" OR %" SPRINKLERS P/N 312390 TWELVE SPRINKLER C BINET FOR %" OR %" SPRINKLERS P/N 312392 When storing concealed sprinklers, Twelve Sprinkler Cabinet holds six units and Six Sprinkler Cabinet holds three units. 989-846-4583 4077 AI RPARK DRI VE,STAN D I S H,M IC H I GAN 48658 FAX 989-846-9231 1-800-248-0278 www.globespdnkler.com AUGUST 2002 B-5 BULLETIN SPRCAB,REV.#2 X • ® ® L -Q - ,- ARG-CO GUARANTEED Fire Sprinkler Pressure Gauges ,1,tEl1 0-300 psi water a.s - �� -100 200 %`� 0-300 psi air 5'JGT 0-300 psi air/water Application: Fluid medium which does not clog connection port or corrode copper alloy. Specifically designed for the fire sprinkler industry. Size: 4"(100 mm) Accuracy ±3/2/3%of span (ASME B40.1 Grade B) Working Range Steady:3/4 of full scale value Fluctuating:2/3 of full scale value Short time:full scale value Approvals Operating Temperature ULI listed (UL-393) Ambient:-40OF to 140°F(-40°C to 60°C) FM approved Media:max.140OF(+60°C) Meets NFPA 25 Standards Temperature Error Standard Scale Additional error when temperature changes from reference temperature of 68OF PSI (20°C)+0.4%for every 180 F(10°C)rising or falling. Percentage of span. Standard Features Acrylic, Acrylic, ultrasonically welded to case Connection Material:copper alloy Lower mount(LM)-not available for 1 1/z"size Standard Series •Type 110.10sp 1/4"NPT limited to wrench flat area Bourdon Tube: Material:copper alloy C-type Movement:Copper alloy,silicone dampened Order Options Dia:White plastic with stop pin-black&red lettering water Pointer: Black aluminum air/water Case: Black polycarbonate air The information contained herein is produced in good faith and is believed to be reliable but is for guidance only.ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control.It is the user's responsibility to determine the suitability of any of the products,methods of use,or preparation prior to use,mentioned in our literature.It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I I i i CERTIFICATE OF COMPLIANCE FwiKKAII i WIKA Instrument,LP Wika Instrument, LP Certifies that the.products specified herein 1000 Wiegand Boulevard have been manufactured in accordance with established L4WRENCEVILLE,GA 30043 technical standards and comply with the requirements of Tel:(+1)770-513 8200 p y Q Fax:(+1)770-338 5118 ANSI/ASME 1340.100 http://www.wika.com - info@wika.com CUSTOMER Allied Rubber & .Gasket Co 5400 S 66 St FORT SMITH, AR 72903 CUSTOMER P.O. NO. 34042 ORDER NO. 1830225 ORDER DATE 08/8/2012 CUSTOMER PIN 6510161 i WIKA PIN 4276192 DESCRIPTION 111.10SP 4 300PS1 1/4 L�ATER ARGCO QUANTITY 2,400.00 I AUTHORIZED SIGNATUREjco DATE 02/7/2013 R /'� CERTIFICATE � h+ r + COMA f 1� ``\Q9I) 1-20'D8 f` I I i I I cation i • a • • • ® O Description Manufactured from .020" white coated aluminum. All sign types are screen printed with a fade resistant red ink. Each sign is Specifications shipped with a clear protective plastic coating which can be re- moved at time of installation. Each sign type meets or exceeds Material: NFPA13 requirements. All signs (except 7" round) are drilled in .020"aluminum with four corners to allow for easy installation. All signs (except 7" removable plastic round) may be installed with sign chain or with any fastener that coating is suitable for the material that the sign is being attached. The Sizes: 7" round bell signs are center drilled to allow for installation di- 6"x 2" rectly to the bell gong assembly. Type "A" 9" x 7" Control valve 4"x 6" signs are drilled with the same four hole pattern as Type "B" 6" 5"x 7" x 2" signs to allow for attachment of Type "B" to Type''A". 9' x 12"x 10" 8.5"x 11" Installation Installation of aluminum signs through the top holes on the See current catalog for a full is accomplished by several signs and hung on the ap- listing of all available signs. methods. The most common propriate valve or piping. The - installation procedure is to signs may also be fastened to use #16 Single Jack chain a flat surface with fasteners to hang the sign on the area appropriate to the base mate- being identified. Since all of rial. (The 9 x 7 Fire Alarm the above mentioned signs Bell sign must be drilled if it is are predrilled at all four cor- to be attached directly to the ners, the last link of the chain bell gong.) can be opened and hooked Fire Protection Products, Inc 6241 Yarrow Dr.,Suite A,Carlsbad,CA 92011-1541 ©1996-2009 Fire Protection Products,Inc(FPPI) „,P,P„I For questions:11 800 344-1822•1 800 344-3775 fax•www.fppi.com i Sprinkler Identification Signs FPPI's Sprinkler Identification Signs are manufactured of aluminum, painted white then printed with"fade resistant"red ink. Each sign is drilled for easy installation and is plastic coated to prevent scratching of finish during shipment and final installation. Designed in accordance with NFPA requirements. Part No. Description _.x e k . 02-002-00 Blank Ign w/border 6"x 2" 1000 Control,6r Con FIRE SPRINKLER02-006-00 Ai tr z 00� 2'� 100_ 02-010-00 Air Line, 6"x 2" 1000 RISER INSIDE _ -_4 1000 RISER 02 014-00 Alarm ine,6"x 2" 1000 02-018-00 Alarm Test 6"x 2' 1000 L02.022-00 Anti-Freeze System 6"x 2" 02-023-00 Anti-Freeze System 5"x 7" 1000 �02-024-00 Auto Sprinkler Shut-Off U x 10'_ __- 1000 -] " 02-026-00 Auxilia�Drain,6"x 2" 1000 L02-034`00 Control Valve,6"x 2" _ 1000T— AUTOMATIC SPRI]NKLE1 02-036-00 Control Valve,4"x 6" - 1000 VAF 02-037-00 _ Control Valve,5"x 7" —1000 SHUT-OFF02-038-00 Contro�Valve,9"x 7" 500 L02-042-00 _ Drain, 6"x 2" ' 1000� LOCATED 02-046-00 Drain Valve, 6"x 2" 1000 OPPOSITE THIS 0� 2 051-00 Dry Standpipe 6"x o 1000 02-051-00 Fire Dept. Connection 6"x 2" 1000 02�053-00: Excess Pressure Pump, 6"x 2" 1000� -r-.- --.-,-- - - -- ------ 02-054-00 Entire System,6"x 2" 1000 r 02-055-00 Fire Alarm Bell, 9"x 7"� —u00M-~ 500 02-056-00 Fire Alarm Bell, 7" Round 500 02-057-00 M� 911 Fire Alarm Bell,7'Round T_` p 500 02-058-00 F.S.Valve Do Not Close,6"x 2" 1000 SPRINKLERS j 02-060-00 Fire Sprinkler Riser Inside,6"x 2"� 1000 02-062-00 From City Main,6"x 2" 1000 THROUGHOUT �02-0070-00 In ThisIBuilding,6"x 2" 1000 02-070-00 In This(Section,6"x 2" 1000 BUILDING a 02-074-00 Inspectors.Test,6"x 2" 1000 -I 02-077-00 Hydraulic System, 5"x 7" 1000 102-081-00 —Hydraulic System, 8-1/2"x 11" 1000 02-082-00 Main Control,6"x 2" 1000 2-086- _�; .y____----_0-- -------_-_Y_.__.__ 02-086-00 Main Drain,6"x 2" 1000 02-091-00 Multi-use System,Warning, 5"x 7" 1000 L02-092-00 � Normally Closed,6"x 2" �A----�� - 1000 02-096-00 Normally Open, 6"x 2" 1000 02-09800 _ Open Sprinkler,6_x 2" s Fire Protection Products, Inc ©lass-zoos Fire Protection Products,Inc(FPPI) F P o 6241 Yarrow Dr.,Suite A,Carlsbad,CA92011-1541 ,,, .. For questions 1 800 344-1822.1 800 344-3775 fax•www.fppi.com I HYDRAULIC DESIGN INFORMATION SHEET Name: ZEPHYR COMMONS SELF STORAGE Date: November 18,2019 Location: 38011 PRETTY POND RD System No.: 1-1ST FLOOR ZEPHYRHILLS, FL Contract No.: C828 Building: Drawing No.: FP1 Contractor: J RAYMOND CONSTRUCTION Calc lated by: A.ARMSTRONG File Name: 1ST FLOOR_GRID.the Construction: [ ] Combustible [X] Noncombustible Ceiling Height: 10.6667 ft Occupancy: STORAGE AHJ: CITY OF ZEPHYRHILLS SYSTEM DESIGN [X] NFPA 13: [ ] Light Hazard [X] Ordinary Hazard Group: 2 [ ] Extra Hazard Group: Figure: Curve: [ ] Other(Specify): [ ] Specific Rulling: Made By: Date: Area of Sprinkler Operation: 1593 sqft System Type: [X]Wet [ ] Dry [ ] Deluge [ ] Pre-Action Density: .20 gpm/sqft Area per Sprinkler: 130 sgft SPRINKLER or NOZZLE Hose Allowance Inside: gpm Make: GLOBE Model: GL8164 Hose Allowance Outside: 250 gpm Size: 3/4 in K-factor: 8.0 Rack Sprinkler Allowance: gpm Temperature Rating: 155 °F CALCULATION SUMMARY Flow Required: 664.62 gpm Pressure Required: 31.61 psi At: SRC "C" Factor Used: Overhead: 120 Underground: 140 WATER SUPPLY WATER FLOW TESL' PUMP DATA TANK OR RESERVOIR Date: 11-7-19 Rated Capacity: gpm Capacity: gals Time: 10:45AM At: psi Elevation: ft Static: 45 psi Elevation: ft Residual: 41 psi WELL Flowing: 920 gpm Proof Flow: gpm Elevation: 10 ft Location: SEE SITE PLAN Source of Information: CITY OF ZEPHYRHILLS UTILITIES DEPT COMMODITY STORAGE Commodity: Class: Location: Storage Height: Area: Aisle Width: Storage Method: Solid Pile: % Palletized: % Rack: % RACK STORAGE [ ] Single Row [ ] Conventional Pallet [ ] Automatic Storage [ ] Encapsulated [ ] Double Row [ ] Slave Pallet [ ] Solid Shelving [ ] Nonencapsulated [ ] Multiple Row [ ] Open FLUE SPACING CLEARANCE FROM TOP OF STORAGE TO CEILING Longitudinal: in Transverse: in ft in Horizontal Barriers Provided: i I File: 1ST FLOOR_GRID.the Hydraulic Summary Page 1 of 1 WATER SUPPLY INFORMATION Digital�I signed n e d \01"1111" ,/ Y g ,.\ s M- cc, Static (psi): 45.00 Residual (psi): 41.00 b ;�'y�CEM�F'•��%i James Curtis ����.1 Y No.3 Hose (gpm): 250.00 Date System req. (gpm): 664.62 2019 12 13 � `.� TATEOF @ (psi): 31.61 .(� .%;1OR%0t Supply available: 42.81 psi '09:42:34 -05'00 '��s'ONA;` Safety margin: 11.20 psi Maximum velocity in the system is: 11.16 ft/sec in the pipe between Nodes: 8 and 9 James M. Curtis, P.E. Ucensel 37912 Continuityat all nodes satisfied to: 0.01 m 29775 Bayhead Road gpm Dade City, FL 33523 Pipe Type Legend Fitting Type Legend (813) 299-7211 10= Schedule 10 T =Tee (flow turned 90 degrees B1 = Blue Brute PVC Class 150 E = 90 degree st ndard elbow 40= Schedule 40 CV =Swing chec valve BV = Butterfly val e NOTES: 12/08/19 "THE" Sprinkler Program 2001 File: 1 ST FLOOR_GRID.the Pag 1 of 2 i Node Pressure Flow Hose Elevation K-factor ;Area Density psi gpm gpm feet gpm/(psi)'/ sqft gpm/sgft 1 16.33 0.00 -1.500 2 11.82 27.50 -1.000 8.00 100.00 0.275 3 11.49 27.12 -1.000 8.00 100.00 0.271 4 11.48 27.11 -1.000 8.00 100.00 0.271 5 11.62 27.27 -1.000 8.00 100.00 0.273 6 12.37 28.14 -1.000 8.00 130.00 0.216 7 17.78 0.00 -1.500 8 16.37 0.00 -1.500 9 9.82 25.07 -1.000 8.00 100.00 0.251 10 9.16 24.21 -1.000 8.00 100.00 0.242 11 8.94 23.92 -1.000 8.00 100.00 0.239 12 8.94 23.91 -1.000 8.00 160.00 0.239 13 9.05 24.06 -1.000 8.00 160.00 0.241 14 9.54 24.70 -1.000 8.00 100.00 0.247 15 17.80 0.00 -1.500 16 16.57 0.00 -1.500 17 11.25 26.84 -1.000 8.00 130.00 0.206 18 10.66 26.12 -1.000 8.00 130.00 0.201 19 10.56 26.00 -1.000 8.00 130.00 0.200 20 10.61 26.05 -1.000 8.00 130.00 0.200 21 11.06 26.60 -1.000 8.00 130.00 0.205 22 17.86 0.00 -1.500 23 16.96 0.00 -1.500 24 17.97 0.00 -1.500 25 17.30 0.00 -1.500 26 18.09 0.00 -1.500 27 17.60 0.00 -1.500 28 18.22 0.00 -1.500 29 17.87 0.00 -1.500 30 18.37 0.00 -1.500 31 18.11 0.00 -1.500 32 18.53 0.00 -1.500 33 18.33 0.00 -1.500 34 18.69 0.00 -1.500 35 18.53 0.00 -1.500 36 18.87 0.00 -1.500 37 18.70 0.00 -1.500 38 19.05 0.00 -1.500 39 18.85 0.00 -1.500 40 19.25 0.00 -1.500 i 41 18.99 0.00 -1.500 42 19.45 0.00 -1.500 43 19.11 0.00 -1.500 44 19.67 0.00 -1.500 45 19.21 0.00 -1.500 46 19.91 0.00 -1.500 47 19.29 0.00 -1.500 48 20.16 0.00 -1.500 49 19.35 0.00 -1.500 12/08/19 - "THE"Sprinkler Program 2001 File: 1ST FLOOR_GRID.the Page 2 of 2 Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)'% sqft gpm/sgft 50 20.43 0.00 -1.500 51 19.38 0.00 -1.500 52 20.72 0.00 -1.500 53 19.41 0.00 -1.500 54 21.07 0.00 -1.500 55 19.41 0.00 -1.500 56 22.08 0.00 -1.500 57 22.08 0.00 -1.500 TOR 19.32 0.00 10.000 BOR 24.89 0.00 2.000 U1 35.76 0.00 0.000 131 26.80 0.00 0.000 B2 35.69 0.00 0.000 SRC 31.61 664.62 10.000 Source i I 12/08/19 "THE" Sprinkler Program 2001 File: 1ST FLOOR_GRID.the Page 1 of 7 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 1 0.00 -1.50 16.33 1.682 23.250 0.100 2 27.50 8.00 -1.00 11.82 120 2T 19.799 0.22 60.09 8.68 43.050 4.30 2 27.50 8.00 -1.00 11.82 1.682 10.000 0.032 3 27.12 8.00 -1.00 11.49 120 0.000 0.00 32.59 4.71 10.000 0.32 3 27.12 8.00 -1.00 11.49 1.682 10.000 0.001 4 27.11 8.00 -1.00 11.48 120 0.000 0.00 5.47 0.79 10.000 0.01 4 27.11 8.00 -1.00 11.48 1.682 9.250 0.015 5 27.27 8.00 -1.00 11.62 120 0.000 0.00 21.64 3.12 9.250 0.14 5 27.27 8.00 -1.00 11.62 1.682 11.000 0.068 6 28.14 8.00 -1.00 12.37 120 0.000 0.00 48.91 7.06 11.000 0.75 6 28.14 8.00 -1.00 12.37 1.682 13.000 0.158 7 0.00 -1.50 17.78 120 2T 19.799 0.22 77.05 11.12 32.800 5.19 8 0.00 -1.50 16.37 1.682 20.000 0.159 9 25.07 8.00 -1.00 9.82 120 2T 19.799 0.22 77.30 11.16 39.800 6.34 9 25.07 8.00 -1.00 9.82 1.682 8.583 0.077 10 24.21 8.00 -1.00 9.16 120 0.000 0.00 52.23 7.54 8.580 0.66 10 24.21 8.00 -1.00 9.16 1.682 8.833 0.024 11 23.92 8.00 -1.00 8.94 120 0.000 0.00 28.02 4.05 8.830 0.22 11 23.92 8.00 -1.00 8.94 1.682 8.833 0.001 12 23.91 8.00 -1.00 8.94 120 0.000 0.00 4.10 0.59 8.830 0.01 I 12 23.91 8.00 -1.00 8.94 1.682 8.583 0.013 13 24.06 8.00 -1.00 9.05 120 0.000 0.00 19.81 2.86 8.580 0.11 13 24.06 8.00 -1.00 9.05 1.682 8.750 0.056 14 24.70 8.00 -1.00 9.54 120 0.000 0.00 43.88 6.34 8.750 0.49 12/08/19 "THE" Sprinkler Program 2001 File: 1ST FLOOR_GRID.the Page 2 of 7 i I Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow _ Velocity Ttl Length Ttl FL 14 24.70 8.00 -1.00 9.54 1.682 43.250 0.128 15 0.00 -1.50 17.80 120 2T 19.799 0.22 68.58 9.90 63.050 8.04 16 0.00 -1.50 16.57 1.682 20.000 0.128 17 26.84 8.00 -1.00 11.25 120 2T 19.799 0.22 68.73 9.92 39.800 5.10 17 26.84 8.00 -1.00 11.25 1.682 11.583 0.051 18 26.12 8.00 -1.00 10.66 120 0.000 0.00 41.90 6.05 11.580 0.59 18 26.12 8.00 -1.00 10.66 1.682 11.583 0.008 19 26.00 8.00 -1.00 10.56 120 0.000 0.00 15.78 2.28 11.580 0.10 19 26.00 8.00 -1.00 10.56 1.682 11.583 0.004 20 26.05 8.00 -1.00 10.61 120 0.000 0.00 10.22 1.48 11.580 0.04 20 26.05 8.00 -1.00 10.61 1.682 11.583 0.039 21 26.60 8.00 -1.00 11.06 120 0.000 0.00 36.27 5.24 11.580 0.45 21 26.60 8.00 -1.00 11.06 1.682 40.750 0.109 22 0.00 -1.50 17.86 120 2T 19.799 0.22 62.87 9.08 60.550 6.58 23 0.00 -1.50 16.96 1.682 107.000 0.007 24 0.00 -1.50 17.97 120 -4T 39.599 0.00 14.12 2.04 146.600 1.01 25 0.00 -1.50 17.30 1.682 107.000 0.005 26 0.00 -1.50 18.09 120 4T 39.599 0.00 12.36 1.78 146.600 0.79 27 0.00 -1.50 17.60 1.682 107.000. 0.004 28 0.00 -1.50 18.22 120 4T 39.599 0.00 10.86 1.57 146.600 0.62 29 0.00 -1.50 17.87 1.682 107.000 0.003 30 0.00 -1.50 18.37 120 4T 39.599 0.00 9.64 1.39 146.600 0.50 31 0.00 -1.50 18.11 1.682 107.000 0.003 32 0.00 -1.50 18.53 120 4T 39.599 0.00 8.72 1.26 146.600 0.41 12/08/19 "THE"Sprinkler Program 2001 File: 1ST FLOOR_GRID.the Page 3 of 7 Node Node Flow K-factor Elevation Pressure Diameter i Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 33 0.00 -1.50 18.33 1.682 107.000 0.002 34 0.00 -1.50 18.69 120 4T 39.599 0.00 8.14 1.17 146.600 0.36 35 0.00 -1.50 18.53 1.682 107.000 0.002 36 0.00 -1.50 18.87 120 4T 39.599 0.00 7.90 1.14 146.600 0.34 37 0.00 -1.50 18.70 1.682 107.000 0.002 38 0.00 -1.50 19.05 120 4T 39.599 0.00 8.03 1.16 146.600 0.35 39 0.00 -1.50 18.85 1.682 107.000 0.003 40 0.00 -1.50 19.25 120 4T 39.599 0.00 8.50 1.23 146.600 0.39 41 0.00 -1.50 18.99 1.682 107.000 0.003 42 0.00 -1.50 19.45 120 4T 39.599 0.00 9.28 1.34 146.600 0.46 43 0.00 -1.50 19.11 1.682 107.000 0.004 44 0.00 -1.50 19.67 120 4T 39.599 0.00 10.32 1.49 146.600 0.56 45 0.00 -1.50 19.21 1.682 107.000 0.005 46 0.00 -1.50 19.91 120 4T 39.599 0.00 11.60 1.67 146.600 0.70 47 0.00 -1.50 19.29 1.682 107.000 0.006 48 0.00 -1.50 20.16 120 4T 39.599 0.00 13.06 1.89 146.600 0.87 49 0.00 -1.50 19.35 1.682 107.000 0.007 50 0.00 -1.50 20.43 120 4T 39.599 0.00 14.68 2.12 146.600 1.08 51 0.00 -1.50 19.38 1.682 I 107.000 0.009 52 0.00 -1.50 20.72 120 4T 39.599 0.00 16.44 2.37 146.600 1.33 53 0.00 -1.50 19.41 1.682 107.000 0.011 54 0.00 -1.50 21.07 120 4T 39.599 0.00 18.53 2.68 146.600 1.66 55 0.00 -1.50 19.41 1.682 107.000 0.018 56 0.00 -1.50 22.08 120 4T 39.599 0.00 23.93 3.46 146.600 2.67 12/08/19 "THE"Sprinkler Program 2001 File: 1 ST FLOOR_GRID.the Page 4 of 7 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 1 0.00 -1.50 16.33 3.260 9.833 0.004 8 0.00 -1.50 16.37 120 0.000 0.00 60.09 2.31 9.830 0.04 8 0.00 -1.50 16.37 3.260 10.667 0.018 16 0.00 -1.50 16.57 120 0.000 0.00 137.39 5.28 10.670 0.20 16 0.00 -1.50 16.57 3.260 10.000 0.039 23 0.00 -1.50 16.96 120 0.000 0.00 206.12 7.92 10.000 0.39 23 0.00 -1.50 16.96 3.260 10.000 0.034 25 0.00 -1.50 17.30 120 0.000 0.00 192.00 7.38 10.000 0.34 25 0.00 -1.50 17.30 3.260 10.000 0.030 27 0.00 -1.50 17.60 120 0.000 0.00 179.64 6.90 10.000 0.30 27 0.00 -1.50 17.60 3.260 10.000 0.027 29 0.00 -1.50 17.87 120 0.000 0.00 168.78 6.49 10.000 0.27 29 0.00 -1.50 17.87 3.260 10.000 0.024 31 0.00 -1.50 18.11 120 0.000 0.00 159.13 6.12 10.000 0.24 31 0.00 -1.50 18.11 3.260 10.000 0.022 33 0.00 -1.50 18.33 120 0.000 0.00 150.41 5.78 10.000 0.22 33 0.00 -1.50 18.33 3.260 10.000 0.020 35 0.00 -1.50 18.53 120 0.000 0.00 142.27 5.47 10.000 0.20 35 0.00 -1.50 18.53 3.260 9.583 0.018 37 0.00 -1.50 18.70 120 0.000 0.00 134.37 5.16 9.580 0.17 37 0.00 -1.50 18.70 3.260 10.000 0.016 39 0.00 -1.50 18.85 120 0.000 0.00 126.34 4.86 10.000 0.16 39 0.00 -1.50 18.85 3.260 10.000 0.014 41 0.00 -1.50 18.99 120 0.000 0.00 117.84 4.53 10.000 0.14 12/08/19 "THE" Sprinkler Program 2001 File: 1ST FLOOR_GRID.the Page 5 of 7 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 41 0.00 -1.50 18.99 3.260 10.000 0.012 43 0.00 -1.50 19.11 120 0.000 0.00 108.56 4.17 10.000 0.12 43 0.00 -1.50 19.11 3.260 10.000 0.010 45 0.00 -1.50 19.21 120 0.000 0.00 98.24 3.78 10.000 0.10 45 0.00 -1.50 19.21 3.260 10.000 0.008 47 0.00 -1.50 19.29 120 0.000 0.00 86.64 3.33 10.000 0.08 47 0.00 -1.50 19.29 3.260 10.000 0.006 49 0.00 -1.50 19.35 120 0.000 0.00 73.59 2.83 10.000 0.06 49 0.00 -1.50 19.35 3.260 10.000 0.004 51 0.00 -1.50 19.38 120 0.000 0.00 58.90 2.26 10.000 0.04 51 0.00 -1.50 19.38 3.260 11.167 0.002 53 0.00 -1.50 19.41 120 0.000 0.00 42.46 1.63 11.170 0.02 53 0.00 -1.50 19.41 3.260 8.500 0.001 55 0.00 -1.50 19.41 120 0.000 0.00 23.93 0.92 8.500 0.01 7 0.00 -1.50 17.78 4.260 9.833 0.002 15 0.00 -1.50 17.80 120 0.000 0.00 77.05 1.73 9.830 0.02 15 0.00 -1.50 17.80 4.260 10.667 0.006 22 0.00 -1.50 17.86 120 0.000 0.00 145.62 3.28 10.670 0.06 22 0.00 -1.50 17.86 4.260 10.000 0.011 24 0.00 -1.50 17.97 120 0.000 0.00 208.50 4.69 10.000 0.11 24 0.00 -1.50 17.97 4.260 10.000 0.012 26 0.00 -1.50 18.09 120 0.000 0.00 222.62 5.01 10.000 0.12 26 0.00 -1.50 18.09 4.260 10.000 0.013 28 0.00 -1.50 18.22 120 0.000 0.00 234.98 5.29 10.000 0.13 12/08/19 "THE" Sprinkler Program 2001 File: 1ST FLOOR_GRID.the Page 6 of 7 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 28 0.00 -1.50 18.22 4.260 10.000 0.015 30 0.00 -1.50 18.37 120 0.000 0.00 245.85 5.53 10.000 0.15 30 0.00 -1.50 18.37 4.260 10.000 0.016 32 0.00 -1.50 18.53 120 0.000 0.00 255.49 5.75 10.000 0.16 32 0.00 -1.50 18.53 4.260 10.000 0.017 34 0.00 -1.50 18.69 120 0.000 0.00 264.21 5.95 10.000 0.17 34 0.00 -1.50 18.69 4.260 10.000 0.018 36 0.00 -1.50 18.87 120 0.000 0.00 272.35 6.13 10.000 0.18 36 0.00 -1.50 18.87 4.260 9.583 0.019 38 0.00 -1.50 19.05 120 0.000 0.00 280.26 6.31 9.580 0.18 38 0.00 -1.50 19.05 4.260 10.000 0.020 40 0.00 -1.50 19.25 120 0.000 0.00 288.28 6.49 10.000 0.20 40 0.00 -1.50 19.25 4.260 10.000 0.021 42 0.00 -1.50 19.45 120 0.000 0.00 296.78 6.68 10.000 0.21 42 0.00 -1.50 19.45 4.260 10.000 0.022 44 0.00 -1.50 19.67 120 0.000 0.00 306.06 6.89 10.000 0.22 44 0.00 -1.50 19.67 4.260 10.000 0.023 46 0.00 -1.50 19.91 120 0.000 0.00 316.39 7.12 10.000 0.23 46 0.00 -1.50 19.91 4.260 10.000 0.025 48 0.00 -1.50 20.16 120 0.000 0.00 327.98 7.38 10.000 0.25 48 0.00 -1.50 20.16 4.260 10.000 0.027 50 0.00 -1.50 20.43 120 0.000 0.00 341.04 7.68 10.000 0.27 50 0.00 -1.50 20.43 4.260 10.000 0.029 52 0.00 -1.50 20.72 120 0.000 0.00 355.72 8.01 10.000 0.29 12/08/19 "THE" Sprinkler Program 2001 II File: 1ST FLOOR_GRID.the Page 7 of 7 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation .Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 52 0.00 -1.50 20.72 4.260 11.167 0.032 54 0.00 -1.50 21.07 120 0.000 0.00 372.16 1 8.38 11.170 0.35 54 0.00 -1.50 21.07 4.260 3.000 0.035 57 0.00 -1.50 22.08 120 T 26.334 0.00 390.69 8.79 29.330 1.01 57 0.00 -1.50 22.08 4.260 5.500 0.000 56 0.00 -1.50 22.08 120 0.000 0.00 23.93 0.54 5.500 0.00 57 0.00 -1.50 22.08 4.260 18.000 0.039 TOR 0.00 10.00 19.32 120 3E 39.501 -4.98 414.62 9.33 57.500 2.22 TOR 0.00 10.00 19.32 4.260 10.000 0.039 BOR 0.00 2.00 24.89 120 CV BV 44.768 3.47 414.62 9.33 54.770 2.11 BOR 0.00 2.00 24.89 6.130 150.000 0.004 B1 0.00 0.00 26.80 150 4E 89.129 0.87 414.62 4.51 239.130 1.04 B2 0.00 0.00 35.69 6.065 5.000 0.007 B1 0.00 0.00 26.80 120 E 14.000 0.00 414.62 4.60 19.000 8.89 The Flow Dependent Pressure Loss Device in this pipe accounts for 8.76 psi of the total friction loss. B2 0.00 0.00 35.69 8.050 10.000 0.001 U1 0.00 0.00 35.76 150 T 55.152 0.00 414.62 2.61 65.150 0.07 U 1 0.00 0.00 35.76 8.050 100.000 0.001 SRC 664.62 Source 10.00 31.61 150 T 55.152 -4.33 414.62 2.61 155.150 0.18 Units Legend Flow=gpm Velocity=ft/sec Fric Loss= psi/ft Elevation =feet Length, Elev Loss, Pressure= psi Eqv Length, Ttl FL= psi Diameter= inches Ttl Length =feet 12/08/19 "THE" Sprinkler Program 2001 Water Supply vs.Sprinkler Demand 60 50 920 @ 41 40 41 @ 32 w/250 HSA 30 a N N Q. 20 10 0 0 200 300 400 500 600 700 800 900 1000 1100 Flow(gpm) ' I HYDRAULIC DESIGN INFORMATION SHEET Name: ZEPHYR COMMONS SELF STORAGE Date: November 18, 2019 Location: 38011 PRETTY POND RD System No.: 1-2ND FLOOR ZEPHYRHILLS, FL Contract No.: Building: Drawing No.: FP2 Contractor: J RAYMOND Calculated by: A.ARMSTRONG File Name: 2ND FLOOR.the Construction: [ ] Combustible [X] Noncombustible Ceiling Height: VARIES ft Occupancy: STORAGE AHJ: CITY OF ZEPHYRHILLS SYSTEM DESIGN [ ] NFPA 13: [ ] Light Hazard [X]Ordinary Hazard Group: 2 [ ] Extra Hazard Group: Figure: Curve: [ ] Other(Specify): [ ] Specific Rulling: Made By: Date: .Area of Sprinkler Operation: 1544 sqft System Type: [X]Wet [ ] Dry [ ] Deluge [ ] Pre-Action Density: .20 gpm/sqft Area per Sprinkler: 130 sgft SPRINKLER or NOZZLE Hose Allowance Inside: gpm Make: GLOBE Model: GL8164 Hose Allowance Outside: 250 gpm Size: 3/4 in K-factor: 8.0 Rack Sprinkler Allowance: gpm Temperature Rating 165 °F CALCULATION SUMMARY Flow Required: 681.07 gpm Pressure Required: 34.68 psi At: SRC "C"Factor Used: Overhead: 120 Underground: 140 WATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOIR Date: 11-7-19 Rated Capacity: gpm Capacity: gals Time: 10:45 AM At: psi Elevation: ft Static: . 45 psi Elevation: ft Residual: 41 psi WELL Flowing: 920 gpm Proof Flow: gpm Elevation: 10 ft Location: SEE SITE PLAN Source of Information: ZEPHYRHILLS UTILITIES DEPT COMMODITY STORAGE Commodity: Class: Location: Storage Height: Area: Aisle Width: Storage Method: Solid Pile: % Palletized: % Rack: % RACK STORAGE [ ] Single Row [ ] Conventional Pallet [ ] Automatic Storage [ ] Encapsulated [ ] Double Row [ ] Slave Pallet [ ] Solid Shelving [ ] Nonencapsulated [ ] Multiple Row [ l Open FLUE SPACING CLEARANCE FROM TOP OF STORAGE TO CEILING Longitudinal: in Transverse: in ft in Horizontal Barriers Provided: i File: 2ND FLOOR.the Hydraulic Summary Page 1 of 1 WATER SUPPLY INFORMATION Digitally signed \`e��1111111//���/ SM. c� Static (psi): 45.00 NN@!�`�%v�CEN�F•R Residual (psi): 41.00 by James Curtis @ (gpm): 920.00 N0.3 Hose (gpm): 250.00 Date. ATE OF ,•'ltI System req. (gpm): 681.07 2019 12 13 @ (psi): 34.68 ®N A L Supply available: 42.71 psi '09.43.23 -05'00 /jjjlj%%V% ���� Safety margin: 8.02 psi Maximum velocity in the system is: 11.58 ft/sec in the pipe between Nodes: 69 and 70 James M. Curtis, P.E. Ucense# 37912 Continuity at all nodes satisfied to: 0.01 gpm 29775 Bayhead Road Dade City, FL 33523 Pipe Type Legend Fitting Type Legend (813) 299-7211 10= Schedule 10 T =Tee (flow turned 90 degrees B1 = Blue Brute PVC Class 150 CV =Swing check valve 40= Schedule 40 BV = Butterfly valve E = 90 degree standard elbow NOTES: 12/08/19 "THE" Sprinkler Program 2001 File: 2ND FLOOR.the Page 1 of 2 Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)''/z sgft gpm/sgft 60 20.78 0.00 0.000 61 7.89 22.46 13.500 8.00 80.00 0.281 62 7.31 21.64 13.500 8.00 80.00 0.270 63 7.06 21.26 13.500 8.00 80.00 0.266 64 7.03 21.21 13.500 8.00 80.00 0.265 65 7.06 21.26 13.500 8.00 80.00 0.266 66 7.27 21.58 13.500 8.00 80.00 0.270 67 7.91 22.50 13.500 8.00 80.00 0.281 68 22.44 0.00 0.000 69 20.83 0.00 0.000 70 10.04 25.35 13.500 8.00 120.00 0.211 71 9.37 24.49 13.500 8.00 168.00 0.227 72 9.17 24.23 13.500 8.00 120.00 0.202 73 9.16 24.21 13.500 8.00 120.00 0.202 74 9.27 24.35 13.500 8.00 120.00 0.203 75 9.66 24.86 13.500 8.00 108.00 0.230 76 22.45 0.00 0.000 77 21.10 0.00 0.000 78 10.93 26.45 13.500 8.00 130.00 0.203 79 10.58 26.02 13.500 8.00 130.00 0.200 80 10.56 26.00 13.500 8.00 130.00 0.200 81 10.71 26.18 13.500 8.00 130.00 0.201 82 11.42 27.04 13.500 8.00 130.00 0.208 83 22.51 0.00 0.000 84 21.53 0.00 0.000 85 22.63 0.00 0.000 86 21.89 0.00 0.000 87 22.76 0.00 0.000 88 22.22 0.00 0.000 89 22.90 0.00 0.000 90 22.51 0.00 0.000 91 23.06 0.00 0.000 92 22.77 0.00 0.000 93 23.23 0.00 0.000 94 23.01 0.00 0.000 95 23.41 0.00 0.000 96 23.23 0.00 0.000 97 23.61 0.00 0.000 98 23.40 0.00 0.000 99 23.79 0.00 0.000 100 23.57 0.00 0.000 101 24.00 0.00 0.000 102 23.72 0.00 0.000 103 24.22 0.00 0.000 104 23.85 0.00 0.000 105 24.47 0.00 0.000 106 23.96 0.00 0.000 107 24.72 0.00 0.000 108 24.05 0.00 0.000 12/08/19 "THE" Sprinkler Program 2001 File: 2ND FLOOR.the Page 2 of 2 Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)% sgft gpm/sgft 109 24.99 0.00 0.000 110 24.11 0.00 0.000 111 25.28 0.00 0.000 112 24.15 0.00 0.000 113 25.59 0.00 0.000 114 24.17 0.00 0.000 115 25.92 0.00 0.000 116 24.18 0.00 0.000 117 27.11 0.00 0.000 118 27.11 0.00 0.000 TOR 24.08 0.00 10.000 BOR 27.92 0.00 2.000 U 1 38.83 0.00 0.000 B1 29.90 0.00 0.000 B2 38.75 0.00 0.000 SRC 34.68 681.07 10.000 Source I i I I I 12/08/19 "THE" Sprinkler Program 2001 File: 2ND FLOOR.the Page 1 of 8 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 60 0.00 0.00 20.78 1.682 25.500 0.156 61 22.46 8.00 13.50 7.89 120 2T 19.799 5.85 76.33 11.02 45.300 7.05 61 22.46 8.00 13.50 7.89 1.682 7.000 0.082 62 21.64 8.00 13.50 7.31 120 0.000 0.00 53.86 7.78 7.000 0.57 62 21.64 8.00 13.50 7.31 1.682 8.000 0.032 63 21.26 8.00 13.50 7.06 120 0.000 0.00 32.23 4.65 8.000 0.25 63 21.26 8.00 13.50 7.06 1.682 7.000 0.004 64 21.21 8.00 13.50 7.03 120 0.000 0.00 10.97 1.58 7.000 0.03 64 21.21 8.00 13.50 7.03 1.682 8.000 0.004 65 21.26 8.00 13.50 7.06 120 0.000 0.00 10.25 1.48 8.000 0.03 65 21.26 8.00 13.50 7.06 1.682 7.000 0.030 66 21.58 8.00 13.50 7.27 120 0.000 0.00 31.51 4.55 7.000 0.21 66 21.58 8.00 13.50 7.27 1.682 8.000 0.079 67 22.50 8.00 13.50 7.91 120 0.000 0.00 53.08 7.66 8.000 0.64 67 22.50 8.00 13.50 7.91 1.682 37.000 0.153 68 0.00 0.00 22.44 120 2T 19.799 5.85 75.58 10.91 56.800 8.68 69 0.00 0.00 20.83 1.682 29.000 0.170 70 25.35 8.00 13.50 10.04 120 0.000 5.85 80.17 11.58 29.000 4.94 70 25.35 8.00 13.50 10.04 1.682 8.000 0.084 71 24.49 8.00 13.50 9.37 120 0.000 0.00 54.82 7.92 8.000 0.67 I 71 24.49 8.00 13.50 9.37 1.682 7.000 0.028 72 24.23 8.00 13.50 9.17 120 0.000 0.00 30.33 4.38 7.000 0.20 I 72 24.23 8.00 13.50 9.17 1.682 10.000 0.001 '73 24.21 8.00 13.50 9.16 120 0.000 0.00 6.11 0.88 10.000 0.01 12/08/19 'THE" Sprinkler Program 2001 File: 2ND FLOOR.the Page 2 of 8 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 73 24.21 8.00 13.50 9.16 1.682 10.000 0.011 74 24.35 8.00 13.50 9.27 120 0.000 0.00 18.10 2.61 10.000 0.11 74 24.35 8.00 13.50 9.27 1.682 7.500 0.053 75 24.86 8.00 13.50 9.66 120 0.000 0.00 42.45 6.13 7.500 0.39 75 24.86 8.00 13.50 9.66 1.682 36.500 0.123 76 0.00 0.00 22.45 120 2T 19.799 5.85 67.31 9.72 56.300 6.94 77 0.00 0.00 21.10 1.682 25.500 0.095 78 26.45 8.00 13.50 10.93 120 2T 19.799 5.85 58.60 8.46 45.300 4.32 i 78 26.45 8.00 13.50 10.93 1.682 11.250 0.031 79 26.02 8.00 13.50 10.58 120 0.000 0.00 32.15 4.64 11.250 0.35 79 26.02 8.00 13.50 10.58 1.682 11.250 0.001 80 26.00 8.00 13.50 10.56 120 0.000 0.00 6.14 0.89 11.250 0.02 80 26.00 8.00 13.50 10.56 1.682 11.500 0.013 81 26.18 8.00 13.50 10.71 120 0.000 0.00 19.86 2.87 11.500 0.15 81 26.18 8.00 13.50 10.71 1.682 11.667 0.061 82 27.04 8.00 13.50 11.42 120 0.000 0.00 46.04 6.65 11.670 0.71 82 27.04 8.00 13.50 11.42 1.682 36.500 0.144 83 0.00 0.00 22.51 120 0.000 5.85 73.08 10.55 36.500 5.24 84 0.00 0.00 21.53 1.682 108.000 0.007 85 0.00 0.00 22.63 120 4T 39.599 0.00 14.78 2.13 147.600 1.10 86 0.00 0.00 21.89 1.682 108.000 0.006 87 0.00 0.00 22.76 120 4T 39.599 0.00 12.95 1.87 147.600 0.86 88 0.00 0.00 22.22 1.682 108.000 0.005 89 0.00 0.00 22.90 120 4T 39.599 0.00 11.39 1.64 147.600 0.68 12/08/19 "THE"Sprinkler Program 2001 i I File: 2ND FLOOR.the Page 3 of 8 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 90 0.00 0.00 22.51 1.682 108.000 0.004 91 0.00 0.00 23.06 120 4T 39.599 0.00 10.12 1.46 147.600 0.55 92 0.00 0.00 22.77 1.682 108.000 0.003 93 0.00 0.00 23.23 120 4T 39.599 0.00 9.16 1.32 147.600 0.45 94 0.00 0.00 23.01 1.682 108.000 0.003 95 0.00 0.00 23.41 120 4T 39.599 0.00 8.55 1.23 147.600 0.40 96 0.00 0.00 23.23 1.682 108.000 0.003 97 0.00 0.00 23.61 120 4T 39.599 0.00 8.28 1.20 147.600 0.38 98 0.00 0.00 23.40 1.682 108.000 0.003 99 0.00 0.00 23.79 120 4T 39.599 0.00 8.39 1.21 147.600 0.39 100 0.00 0.00 23.57 1.682 108.000 0.003 101 0.00 0.00 24.00 120 4T 39.599 0.00 8.87 1.28 147.600 0.43 102 0.00 0.00 23.72 1.682 108.000 0.003 103 0.00 0.00 24.22 120 4T 39.599 0.00 9.66 1.40 147.600 0.50 104 0.00 0.00 23.85 1.682 108.000 0.004 105 0.00 0.00 24.47 120 4T 39.599 0.00 10.79 1.56 147.600 0.62 106 0.00 0.00 23.96 1.682 108.000 0.005 107 0.00 0.00 24.72 120 4T 39.599 0.00 12.10 1.75 147.600 0.76 108 0.00 0.00 24.05 1.682 108.000 0.006 109 0.00 0.00 24.99 120 4T 39.599 0.00 13.60 1.96 147.600 0.94 110 0.00 0.00 24.11 1.682 108.000 0.008 111 0.00 0.00 25.28 120 4T 39.599 0.00 15.28 2.21 147.600 1.17 112 0.00 0.00 24.15 1.682 108.000 0.010 113 0.00 0.00 25.59 120 4T 39.599 0.00 17.10 2.47 147.600 1.44 12/08/19 "THE" Sprinkler Program 2001 i File: 2ND FLOOR.the Page 4 of 8 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 114 0.00 0.00 24.17 1.682 108.000 0.012 115 0.00 0.00 25.92 120 4T 39.599 0.00 18.97 2.74 147.600 1.75 116 0.00 0.00 24.18 1.682 108.000 0.020 117 0.00 0.00 27.11 120 4T 39.599 0.00 25.12 3.63 147.600 2.94 60 0.00 0.00 20.78 3.260 8.250 0.006 69 0.00 0.00 20.83 120 0.000 0.00 76.33 2.93 8.250 0.05 69 0.00 0.00 20.83 3.260 11.583 0.023 77 0.00 0.00 21.10 120 0.000 0.00 156.50 6.02 11.580 0.27 77 0.00 0.00 21.10 3.260 10.000 0.042 84 0.00 0.00 21.53 120 0.000 0.00 215.10 8.27 10.000 0.42 84 0.00 0.00 21.53 3.260 10.000 0.037 86 0.00 0.00 21.89 120 i 0.000 0.00 200.32 7.70 10.000 0.37 86 0.00 0.00 21.89 3.260 10.000 0.033 88 0.00 0.00 22.22 120 0.000 0.00 187.37 7.20 10.000 0.33 88 0.00 0.00 22.22 3.260 10.000 0.029 90 0.00 0.00 22.51 120 0.000 0.00 175.98 6.76 10.000 0.29 90 0.00 0.00 22.51 3.260 10.000 0.026 92 0.00 0.00 22.77 120 0.000 0.00 165.86. 6.38 10.000 0.26 92 0.00 0.00 22.77 3.260 10.000 0.023 94 0.00 0.00 23.01 120 0.000 0.00 156.70 6.02 10.000 0.23 94 0.00 0.00 23.01 3.260 10.750 0.021 96 0.00 0.00 23.23 120 0.000 0.00 148.15 5.69 10.750 0.23 96 0.00 0.00 23.23 3.260 8.833 0.019 98 0.00 0.00 23.40 120 0.000 0.00 139.88 5.38 8.830 0.17 12/08/19 "THE" Sprinkler Program 2001 • i File: 2ND FLOOR.the Page 5 of 8 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity I Ttl Length Ttl FL 98 0.00 0.00 23.40 3.260 10.000 0.017 100 0.00 0.00 23.57 120 0.000 0.00 131.49 5.05 10.000 0.17 100 0.00 0.00 23.57 3.260 10.000 0.015 102 0.00 0.00 23.72 120 0.000 0.00 122.63 4.71 10.000 0.15 102 0.00 0.00 23.72 3.260 10.500 0.013 104 0.00 0.00 23.85 120 0.000 0.00 112.96 4.34 10.500 0.13 104 0.00 0.00 23.85 3.260 10.000 0.011 106 0.00 0.00 23.96 120 0.000 0.00 102.17 - 3.93 10.000 0.11 106 0.00 0.00 23.96 3.260 10.000 0.008 108 0.00 0.00 24.05 120 0.000 0.00 90.07 3.46 10.000 0.08 108 0.00 0.00 24.05 3.260 10.000 0.006 110 0.00 0.00 24.11 120 0.000 0.00 76.47 2.94 10.000 0.06 110 0.00 0.00 24.11 3.260 10.000 0.004 112 0.00 0.00 24.15 120 0.000 0.00 61.19 2.35 10.000 0.04 i 112 0.00 0.00 24.15 3.260 8.583 0.002 114 0.00 0.00 24.17 120 0.000 0.00 44.09 1.69 8.580 0.02 114 0.00 0.00 24.17 3.260 11.000 0.001 116 0.00 0.00 24.18 120 0.000 0.00 25.12 0.97 11.000 0.01 I 68 0.00 0.00 22.44 4.260 8.250 0.002 76 0.00 0.00 22.45 120 0.000 0.00 75.58 1.70 8.250 0.01 76 0.00 0.00 22.45 4.260 11.583 0.005 83 0.00 0.00 22.51 120 0.000 0.00 142.89 3.22 11.580 0.06 83 0.00 0.00 22.51 4.260 10.000 0.012 85 0.00 0.00 22.63 120 j 0.000 0.00 215.97 4.86 10.000 0.12 12/08/19 "THE" Sprinkler Program 2001 File: 2ND FLOOR.the Page 6 of 8 I Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity I Ttl Length Ttl FL 85 0.00 0.00 22.63 4.260 10.000 0.013 87 0.00 0.00 22.76 120 0.000 0.00 230.75 5.19 10.000 0.13 87 0.00 0.00 22.76 4.260 10.000 0.014 89 0.00 0.00 22.90 120 0.000 0.00 243.70 5.49 10.000 0.14 89 0.00 0.00 22.90 4.260 10.000 0.016 91 0.00 0.00 23.06 120 0.000 0.00 255.09 5.74 10.000 0.16 91 0.00 0.00 23.06 4.260 10.000 0.017 93 0.00 0.00 23.23 120 0.000 0.00 265.21 5.97 10.000 0.17 93 0.00 0.00 23.23 4.260 10.000 0.018 95, 0.00 0.00 23.41 120 0.000 0.00 274.37 6.18 10.000 0.18 95 0.00 0.00 23.41 4.260 1 10.750 0.019 97 0.00 0.00 23.61 120 0.000 0.00 282.91 6.37 10.750 0.20 97 0.00 0.00 23.61 4.260 8.833 0.020 99 0.00 0.00 23.79 120 0.000 0.00 291.19 6.55 8.830 0.18 99 0.00 0.00 23.79 4.260 10.000 0.021 101 0.00 0.00 24.00 120 0.000 0.00 299.58 6.74 10.000 0.21 101 0.00 0.00 24.00 4.260 10.000 0.022 103 0.00 0.00 24.22 120 0.000 0.00 308.44 6.94 10.000 0.22 103 0.00 0.00 24.22 4.260 10.500 0.024 105 0.00 0.00 24.47 120 0.000 0.00 318.11 7.16 10.500 0.25 105 0.00 0.00 24.47 4.260 10.000 0.025 107 0.00 0.00 24.72 120 0.000 0.00 328.90 7.40 10.000 0.25 107 0.00 0.00 24.72 4.260 10.000 0.027 109 0.00 0.00 24.99 120 0.000 0.00 340.99 7.68 10.000 0.27 12/08/19 "THE"Sprinkler Program 2001 File: 2ND FLOOR.the Page 7 of 8 i Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity I Ttl Length Ttl FL 109 0.00 0.00 24.99 4.260 10.000 0.029 111 0.00 0.00 25.28 120 0.000 0.00 354.60 7.98 10.000 0.29 111 0.00 0.00 25.28 4.260 10.000 0.031 113 0.00 0.00 25.59 120 0.000 0.00 369.88 8.33 10.000 0.31 113 0.00 0.00 25.59 4.260 9.583 0.034 115 0.00 0.00 25.92 120 0.000 0.00 386.98 8.71 9.580 0.33 115 0.00 0.00 25.92 4.260 6.000 0.037 118 0.00 0.00 27.11 120 T 26.334 0.00 405.95 9.14 32.330 1.20 118 0.00 0.00 27.11 4.260 4.000 0.000 117 0.00 0.00 27.11 120 0.000 0.00 25.12 0.57 4.000 0.00 118 0.00 0.00 27.11 4.260 5.000 0.041 TOR 0.00 10.00 24.08 120 T 26.334 -4.33 431.07 9.70 31.330 1.30 TOR 0.00 10.00 24.08 6.357 10.000 0.006 BOR 0.00 2.00 27.92 120 CV BV 52.808 3.47 431.07 4.36 62.810 0.37 BOR 0.00 2.00 27.92 6.130 150.000 0.005 B1 0.00 0.00 29.90 150 4E 89.129 0.87 431.07 4.69 239.130 1.11 B2 0.00 0.00 38.75 6.065 5.000 0.007 B1 0.00 0.00 29.90 120 E 14.000 0.00 431.07 4.79 19.000 8.85 The Flow Dependent Pressure Loss Device in this pipe accounts for 8.71 psi of the total friction loss. B2 0.00 0.00 38.75 8.050 10.000 0.001 U1 0.00 0.00 38.83 150 T 55.152 0.00 431.07 2.72 65.150 0.08 U1 0.00 0.00 38.83 8.050 100.000 0.001 SRC 681.07 Source 10.00 34.68 150 T 55.152 -4.33 431.07 2.72 155.150 0.19 i 12/08/19 "THE" Sprinkler Program 2001 - e File: 2ND FLOOR.the Page 8 of 8 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL Units Legend Flow=gpm Velocity=ft/sec Fric Loss= psi/ft Elevation =feet Length, Elev Loss, Pressure= psi Eqv Length, Ttl FL= psi Diameter=inches Ttl Length =feet I i 12/08/19 "THE" Sprinkler Program 2001 Water Supply vs.Sprinkler Demand 60 50 40 431 @ 35 w/250 HSA N 30 a N d a 20 10 0 __z 0 100 200 300 400 500 600 700 800 Flow(gpm)