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Home My WebLink About104 Loren Ct 17-2973; NEW BUILDINGCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: LG i 1 !, f {6 00 Documented Construction Value: S 7 30 Job Address: fO ,Z0k6Q j M - S ttM EO P--J) , FL , Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: _ 5 40oP P ahz:z!X 41Zzz-2 ,qt dew s i£X 13WZDIO V6. Plan Review Contact Person: 42&zz 7 e'9211r, Title: Phone:, Slro Of Fax:—q5--? --3JJ-X:MP Email: dwe4afwe"C,ote, Go•t, Property Owner Information Name lar t C k. 1, t2 ctr jti ai:25 na Phone: Y-n-g.31-gen-30 Street: 6W k1naflA,6 ZV(1,'F- Resident of property? City, State Zip: , /tgg NA4YI. F.4• 3a7 v Contractor Information Name 14o yj5 • %or.o • Phone:. 35? —AND 1 Street:,-/-'0. /dQ' 42eS 7 Fax: _TSa 17 City, State Zip: 4 fy'dWA 4 a, 3H J,( State License No.: l'GC 3 3 ArchitecUEngineer Information Name: t7 f/02EZa Phone: .386 - 7417 Street: .,4,//'/ 91-- 1 `LTA' -2eZ /,- Fax: City, St, Zip: 'Oltr"'4 , l&zjfz% . 3.2/! i E-mail: 3 -d eD .w Bonding Company: _1Y/ Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in eff' as of that date: 5tb Edition (2014) Florida Building Code tv — 3 cn 9 3. d s KrWavd. June 30, 2015 —1 Pcrmrt Application NOTICE: In addition to the requirements of this permit, there may be 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. rip-aturi of Owner/Agent Date Si Aktumofactor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name S store of Notary taefaE qE DEBBIE BLANTOW MY COMMISSION t FF 17884E Fabrus 25, 2019 I y.S' Bonded Tbru tb1a y Public Underwriters S Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Ef Electrical g Mechanical E3 PlumbingW Gas El Roof K Con truction Type:_ Occupancy Use: 901-AeOS Flood Zone: Total Vqq Ft of Bldg 2 3/ 9 Z S Min. Occupancy Load: l 6 # of Stories: W' W Ae= 1 New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes dNoE] # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: I 1BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 93581 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 105 - Lintel Inspection inspection I ype: See Scope Disposition of Inspection: Cancel Date: 11/14/2017 Any am Permit No: 17-2973 Lot No.: Contact: David Cox at 352-5164401 Comments: Task Date Task Note User Name 11/14/2017 Duplicate from 11/13/17 Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 q 4 gc-)L-0 A ITV OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION J '•+ Application No: l 1• 'l'7 .z 0 0CoDocumentedConstructionValue: S 3U l Job Address: lO !J 1.Ok-FAI .51W 1FO R-4 , FL , Historic District: Yes No El Parcel ID: c9'8-1 `1-3b-SN 2 - 0600 O 1 a b Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 5 I-TS coop e 4,izZ7- Plan Review Contact Person: ef4ull Title: I;-s . Phone:, yd Fax:.39 Email: illdtrrlat/ei',og2f . Go• ;- , Property Owner Information Name T—ddr t c te— ) , 9 mar to J . 2j:i5 nn Street: 4W I11 AIXZ, LIV 4gcf-I City, State Zip: , /fgg A&! - Fib. Phone: 07' S3%- 9,530 Resident of property? : Contractor Information Name osC 646d &ydz0aa-5 for.o • Phone:. Street:," 0I' e- .429!M7 Fax: City, State Zip: 4VZW AAr1. a, '--3 W State License No.: ArchitectlEngineer Information Name: /-fiE'Z t% Street: .&Z;l iY1 ST1 TAj .D l!/f City, St, Zip: 1 / I &,d B1rEf 294 . 3?/1 7 T- Phone: 396 - 7 4i 7 Fax: Bonding Company: 44 Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be 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 govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local oYdinance. Should calculated charges figured off the executed contractexceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OVMM' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. M- patuiL of OwnedAgent Date Si ature of Contractor/Agent Date Print Owner/Agent's Name Signature ofNotery-State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name S aiumofNotary ,"M ' r DEBBIE WM0N MY COMMISSION 1017eMe s;` y: •:ems y; i•. ;; EXPIRES: February 25, 2019 4i '-: `° 3' OoMed TIiN IaOIu/ Pu Ee UniercmL•B g'• Ar.. Contractor/ Agent• is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: I ITIES: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: r-A'cC e- l*Z-A7 FIRE: BUILDING: Revised: June 30.2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 3 U Job Address: ,/O±e 1049(,/ (; - 5 Fj'M 1FOfZ;k> , FL. Historic District: Yes No El Parcel XD: o`Z8-1 `l-3b-SlU 2 - dbGO O l b Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 51-ri zonE e 441z!X AIXze' '/3UJ.Z/1. Plan Review Contact Person: Title: /rs . Phone:, /yd% Fax: -35-,? - -3J J-r39P Email: ill«r'I i',. Go•t 11 Property Owner Information Name :Rat^tck- ). Pd Marti"T. tjgc.nn- Phone: 07'31 gD30 Street: (9W HnaPllc,6 mil) 'r- C6Resident of property? City, State Zip: IV4 j• Fib. 3a7 Contractor Information Name , 04 6 ylt 1, A!fzo z? a." Phone:. 35 P -,S/d Street: . e. Id-ax .429!&7 Fax: City, State Zip: 4V_ , LL1 A i ..3H 71e2 State License No.: Architect/ Engineer Information Name: 7f iV1t 1E•.0 Street:.:,/& 41 0/ST1 TG1r .D ll/f City, St, Zip: , Q/L2 9 BrA9G'ff, FA A. 30/ / 7 Phone: 3c Z - 7 q 7 Fax: Bonding Company: 4(4-114Mortgage Lender: Address: Address: i WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'^ Edition (2014) Florida Building Code Revised: June 30, 2015 - — - -- - — - - Permit Application O CE: In addition to the requirements of this permit, there may be 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. D— —/7 rig-natvrE of OwnWAgent Date Si alltultofntractor/Agent Date Print Owner/Agent's Name Signature ofNotary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Wq, rQ IC, - -- S azure of Notary tee$1in r ;n • t= 1LANTON MY COEaPIRi-W'l Donded T lts Contractor/Agent is * Personally Known to Me.or Produced ID Type. of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical Mechanical Plumbing0 Gas[:] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30.2015 Permit Application 1111111111111111111111111111111111111111THISINSTRUETREPAREBY: v Name: E9 Address: .O . NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GRANT NALOY, SEMINOLE COUNTY i?Y. OF CIRCUIT COURT & COMPTROLLER BIK 9il l'= P 1,329 (11:'3s ) CLERK'S 4 2017101182 RECORDED 10/09/21-_117 C13:20:10 F'11 RI: rl'.•;Ih(G FEES $10.00 RECORDED DY hdevoi,e Parcel ID Number: 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. DESCRIPTIONOFPROPERTY: L/eyg a ll description of a property and street ad ress if av/aillaabit) StTg1/ v 1r17 ''- 1, l• toy peEAv eaue7 SMN1=6 Fl GENERAL DESCRIPTION OF ree simple True Holder (if other than owner) Name: Address: CONTRACTOR: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served asprovidedbySection 713.1 1))((b), Florida Statutes. Name: _ Dh1 1// / In addition to himself, Owner Designates Section 713. 13(1)(b), Florida Statutes. of To receive a copy of the Uenors Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different dateisspecified) r_rnra111VU r v VVIVI: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, 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. IFYOUINTENDTOOBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated 1 it are true i best of my h+fbdw andf of ig Owner's Printed Name Florida Statute 713.13(1)(g): 'The own must sign the notice of commencement and no one else may be permitted to sign In his or her stead' State of County of '• The foregoing instrument was acknowledged before me this day of '1(7v--P/f Y01 V by Who personally known to me Name of person making statement OR who has produced Identification El type of identification produced: • , j % JILL POWERS MY COMMISSION # FF123904 EXPIRES.August 10, 2018' 388-0153 FloridWo"Service.com II\_ 1 Memo -7rom Building Officials Office 70 f se ha"C o Graf a/es ee S X-4 eq --e r 5ef Cox Construction And Development, Corp. PO Box 120597 Clermont, FL 347120597 Phone:352-516-4401 * Fax:352-394-8308 Email: dmcunder@aol.com Submitted To: Magnolia Press 440 Lake Bennett Ct. Longwood, Florida 32750 Attn: Patrick Hargon Date: 06/27/2017 Proposal Expires On: 07/27/2017 Project Description: New office warehouse with land development We propose hereby to furnish all materials, labor, and equipment for the completion of the following job: New office warehouse with site development. CSI Code Item Description Price none) 00 0.00 none) 01 Permit fee's (Allowance) 01 8,750.00 none) 02 Impact fee's (Allowance) 01 8,750.00 none) 03 Concrete bldg.,02 27,875.00 none) 04 Concrete bldg. labor 02 15,250.00 none) 05 Soil Poison 02 740.00 none) 06 Steel, rebar, bolts, ect. 02 5,472.00 none) 07 Concrete pump 6" 02 2,407.50 none) 08 Concrete screed 02 1,482.00 none) 09 Misc. slab materials 02 1,230.00 none) 10 Steel bldg package (cashiers ck. 24hrs. Prior to delivery) 03 64,476.50 none) 11 Steel erection 04 42,125.00 none) 12 Steel bldg. insulation packge 03 5,955.50 none) 13 Block 05 5,580.00 none) 14 Misc. block mat. 05 1,250.50 none) 15 Block labor 05 li 5,700.00 none) 16 Pump lintel mix 05 1,915.50 none) 17 Pump lintel labor 05 790.00 none) 18 Plumbing 06 22,182.50 none) 19 Water meter (allowance) 06 375.00 none) 20 Electric 480 Three Phase (1000 amp service) (allowance) 07 82,500.00 none) 21 HVAC 08 37,900.00 none) 22 Roll -up doors (2-Insulated) 09 1,875.00 none) 23 Framing package 10 5,918.50 none) 24 Floor joist package 10 8,415.00 Pagel of 3 yin iS B P ye Y/yfw, a ( cR7h i - WTI 42r C-ow b- dU=- Ift i none) 25 Framing labor 10 10,000.00 none) 26 Interior wall insulation 11 1,295.00 none) 27 Drywall (labor and material) 11 11,770.00 none) 28 Bathroom accessories 12 1,300.00 none) 29 Exterior metal walk doors 09 1,625.00 none) 30 Store front windows and doors 09 4,850.00 none) 31 Fire sprinkler system with fire security system 14 33,687.50 none) 32 Interior trim package (allowance) 12 6,152.50 none) 33 Interior trim labor 12 3,082.50 none) 34 Flooring (allowance) 13 5,500.00 none) 35 Painting 13 19,800.00 none) 36 Cabinets (allowance) 13 2,000.00 none) 37 Accoustical ceilings 11 7,197.00 none) 38 Front elevation finishes, (allowance) 15 7,500.00 none) 39 Site Development 0.00 none) 40 Surveying 16 2,425.00 none) 41 Silt Fence 16 1,375.00 none) 42 Site clearing 16 19,500.00 none) 43 Tractor work 16 14,500.00 none) 44 Fill (600loads)(Allowance) 17 54,107.50 none) 45 Storm system 18 12,500.00 none) 46 Asphalt parking 19 16,585.50 none) 47 Parking lot labor 19 4,500.00 none) 48 Curbing 20 3,523.00 none) 49 Sidewalks 20 2,417.00 none) 50 Block dumpster retainment 20 1,422.50 none) 51 Loading dock with railing and load levelers 0.00 none) 52 Stripping, signage, bumpers 19 1,487.50 none) 53 Landscaping, irrigation (Allowance) 21 12,500.00 none) 54 Sodding 21 3,135.00 none) 55 General Expenses 22 12,325.00 none) 56 Contractors Fee 23 40,325.00 SPECIAL NOTES; Final contract upon site and building plans approved by local building department. Allowance overages to be credited to owner! Total Price $677,303.00 Page 2 of 3 DATE: Ictl I BUSINESS/PROJECT NAME: ADDRESS: I , l _ e CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES I' PHONE: 407.688.5052 i I FAX: 407.688.5051 PERMIT NUMBER: III_ It I L4 43 CONTACT NAME: V t'1 PHO E: I PLAN REVIEW INFORMATION ONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [)PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES . NO O r ' TOTAL FEES: ) C SCOPE AND ADMINISTRATION OFFIC C101.4.7 Building systems and components. Therms 40w CO standards. Any building for efficiency standards are set for the following building sys- ederayeralmandatory standards statepreempt tems and components where new products are installed or replaced in existing buildings, and for which a permit must be obtained. New products shall meet the minimum effi- ciencies allowed by this code for the following systems and components: Heating, ventilating or air conditioning systems. Service water or pool heating systems. Electrical systems and motors. Lighting systems. Replacement fenestration. Exceptions: I. Where part of a functional unit is repaired or replaced. For example, replacement of an entire HVAC system is not required because a new compressor or other part does not meet code when installed with an older system. 2. If the unit being replaced is itself a functional unit, such as a condenser, it does not constitute a repair. Outdoor and indoor units that are not designed to be operated together must meet the U.S. Department of Energy certification require- ments contained in Section C403.2.3. Matched systems are required; this match -may be verified by any one of the following means: a. AHRI data. b. Accredited laboratory. c. Manufacturer's letter. d. Letter from registered professional engineer P.E.), State of Florida. 3. Where existing components are utilized with a replacement system, such as air distribution sys- tem ducts or electrical wiring for lights, such components or controls need not meet code if meeting code would require that component's replacement. 4. Replacement equipment that would require extensive revisions to other systems, equipment or elements of a building where such replacement is a like -for -like replacement, such as through - the -wall condensing units and PTACs, chillers, and cooling towers in confined spaces. C101.4.7.1 Replacement HVAC equipment. C101.4.7.1.1 Existing equipment efficiencies. Existing cooling and heating need not meet the min- imum equipment efficiencies in Section C403.2.3 except to preserve the original approval or listing of the equipment. C101.4.8 Exempt buildings. Buildings exempt from the provisions of the Florida Building Code, Energy Conser- vation, include existing buildings except those considered renovated buildings, changes of occupancy type, or previ- ously unconditioned buildings to which comfort condi- tioning is added. Exempt buildings include those specified in Sections C101.4.8.1 through C101.4.8.4. energy codes C101.4.8.2 Historic buildings. Any building meeting the criteria for historic buildings in Section CIO 1.4.2. C101.4.8.3 Low energy buildings as described in Section C101.5.2. Such buildings shall not contain electrical, plumbing or mechanical systems which have been designed to accommodate the future installation of heating or cooling equipment. C101.4.8.4 Buildings designed for purposes other than general space comfort conditioning. Any build- ing where heating or cooling systems are provided which are designed for purposes other than general space comfort conditioning. Buildings included in this exemption include: I. Commercial service areas where only ceiling radiant heaters or spot coolers are to be installed which will provide heat or cool only to a single work area and do not provide general heating or cooling for the space. 2. Buildings heated with a system designed to pro- vide sufficient heat only to prevent freezing of products or systems. Such systems shall not pro- vide heating above 50°F (10°C). 3. Premanufactured freezer or refrigerated storage buildings and areas where the temperature is set below 40°F (4°C) and in which no operators work on a regular basis. 4. Electrical equipment switching buildings which provide space conditioning for equipment only and in which no operators work on a regular basis except that the provisions of Section C405 shall apply. 5. Buildings containing a system(s) designed and sold for dehumidification purposes only and con- trolled only by a humidistat. No thermostat shall be installed on systems thus exempted from this code. C101.4.9 Limited or special use buildings. Buildings determined by the code official to have a limited energy use potential based on size, configuration or time occu- pied, or to have a special use requirement shall be consid- ered limited or special use buildings. Code compliance requirements may be adjusted by the code official to han- dle such cases when nationally recognized energy analysis procedures have been used to demonstrate that the build- ing would use less energy than a code compliant building of the same configuration. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C101.5 Compliance. Residential buildings shall meet the Residential Provisions of this code. Commercial buildings shall meet the Commercial Provisions. C101.5.1 Compliance materials. The Florida Building Commission shall approve specific computer software. 1 The code official shall be permitted to approve work- 1 C-1.4 FLORIDA BUILDING CODE — ENERGY CONSERVATION, 5th EDITION (2014) Florida Building Code, Fifth Edition (2014) - Energy Conservation EnergyGauge Summit® Fla/Com-2015, Effective Date: June 30, 2015 ASHRAE 90.1-2010 - Energy Cost Budget Option Check List Applications for compliance with the Florida Building Code, Energy Conservation shall inc T This Checklist The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. The compliance report must include the full input report generated by the software as contigous part of the compliance report. Boxes appropriately checked in the Mandatory Section of the complaince report. WARNING: INPUT REPORT NOT GENERATED. To include input report in final submission, go to the Project Form, Settings Tab and check the box - Append Input Report to Compliance Output Report Then rerun your calculation EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 1 of 13 P PROJECT SUMMARY Short Desc: 2017-145 Description: Printing Shop/Offices Owner: Magnolia Press Addressl: 104 Loren Ct City: Sanford Address2: State: Florida Zip: 0 Type: Office Class: New Finished building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 5774 SF Conditioned & UnConditioned Area: 5774 SF No of Stories: 1 Area entered from Plans 6027 SF Permit No: 0 Max Tonnage 6 If different, write in: s Building Rotation: 180 Deg Clockwise. Walls & windows will be rotated accordingly ComDliance Sum Component Gross Energy Cost (in $) LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? Design Criteria Result 4,478.0 4,616.0' PASSED PASSES No Entry PASSES No Entry PASSES PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 1 Page 2 of 13 CERTIFICATIONS I hereby certify that the plans and specifi tions covered by this calculation are in compliance with the Florida Energy Code Prepared By: Building Official: VQ Date: Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: If Required by Florida law, I hereby certify Efficiency Code _ n Architect: Electrical Designer: Lighting Designer: 4 1 v r- -11; --. t f Qr -a 0 Ne'- em deski h t NO, 9033 Mechanical Designer: Plumbing Designer: Y Date: % a e, ] `b e with the Florida Energy No: a Reg No: Reg No: Reg No: t Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 3 of 13 Project: 2017-145 Title: Printing Shop/Offices Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORTAW) Building End Uses I)Proposed 2) Baseline Total 287.20 296.10 4,478 4,616 ELECTRICITY(MBtu/kWh/$) 287.20 296.10 84169 86762 4,478 4,616 AREA LIGHTS 63.50 67.00 18620 14625 991 1,,044 MISC EQUIPMT 86.60 8,6.60 25377 25377 1,350 1,350 PUMPS & MISC 0.00 0.10 13 18 1 1 SPACE COOL 83.50 70.30 24453 20606 1,301 1,096 SPACE HEAT 0.30 2.00 88 595 5 32 VENT FANS 53.30 70.10 15618 20541 831 4093 Credits Applied: None PASSES Passing Criteria = 4616 Design (including any credits) = 4478 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 97% EnergyGauge Summil® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 4 of 13 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sgft or ft) None Project: 2017-145 Title: Printing Shop/Offices Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORTAW) Lighting Controls Compliance I Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance Space 1 Space 2 17 Office -Enclosed 3,085 2 2 PASSES 17 Office -Enclosed 2,688 2 2 PASSES PASSES Project: 2017-145 Title: Printing Shop/Offices Type: Office WEA File: FL_ORLANDO_SANFORD AIRPORT.tm3) System Report Compliance System 1 System 1 Constant Volume Packaged No. of Units System-902 2 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 72000 11.20 11.20 11.40 11.40 PASSES 65000 to 135000 Btu/h Cooling Capacity Heating System Electric Furnace 51750 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 2400 0.80 0.82 PASSES System -Supply Constant Volume PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 5 of 13 Plant Compliance Description Installed Size Design Min Design No Eff Eff IPLV Min Category Comp 1PLV liance None Project: 2017-145 Title: Printing Shop/Offices Type: Office WEA File: FL_ORLANDO_SANFORD AIRPORT.tm3) Water Heater Compliance Description Type Minn Category Design Eff Eff Max CompDesigng Loss Loss liance Water Heater 1 Electric water heater > 12 [kW] 224.21 PASSES PASSES Project:2017-145 Title: Printing Shop/Offices Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance linchesi Runout? Temp 113tu-in/hr Thick linj Thick linj IF1 .SF.F1 Heating System (Steam, Steam 0.75 False 105.00 0.28 1.00 0.50 PASSES Condensate, & Hot Water) PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 6 of 13 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pack Northwest National Laboratory. Adopted with permission Topic Section component Description Yes NIA Exempt 1. Te be checked by Designer W Engineer Fenestration 5.8.2.3,5.5.3.E Envelope U-factor of opaque doors associated with the building thermal envelope meets requirements. Insulation 6.4.4.1.5 Envelope Bottom surface of floor structures incorporating 0 radiant heating insulated to—R-3.5. Insulation 5.5.3.1.1 Envelope High-albedo roofs satisfy one of the following: Solar reflectance — 0.55 and thermal emittance 0.75, Solar reflectance index — 64.0, or increased insulation (assembly — U-0.03 or >_ R-33.0 insulation). Wattage 9.4.3 Exterior Lighting Exterior grounds lighting over 100 W provides >60 Im/W unless on motion sensor or fixture is exempt from scope of code or from external LPD. Wattage 9.4.2 Interior Lighting Exit signs do not exceed 5 watts per face. Controls 10.4.3 Mechanical Elevators are designed with the proper lighting, El ventilation power, and standby mode. HVAC 6.5.6.1 Mechanical Exhaust air energy recovery on systems meeting Table 6.5.6.1. SYSTEM 6.5.1.4 Mechanical Economizer operation will not increase heating ESPECIFIC energy use during normal operation. SYSTEM 6.5.2.2.1 Mechanical Three -pipe hydronic systems using a common ErSPECIFIC return for hot and chilled water are not used. SYSTEM 6.5.2.2.3 Mechanical Hydronic heat pump systems connected to aSPECIFIC common water loop meet heat rejection and heat addition requirements. SYSTEM 6.5.2.4 Mechanical Water economizer specified on hydronic cooling dSPECIFIC and humidification systems designed to maintain inside humidity at >35 OF dewpoint if an economizer is required. SYSTEM 6.5.3.1.1 Mechanical HVAC fan systems at design conditions do not EaSPECIFIC exceed allowable fan system motor nameplate hp fan system bhp. SYSTEM —SPECIFIC 6.5.3.1.2 Mechanical HVAC fan motors not larger than allowable limits. H SYSTEM 7.4.2 Mechanical Service water heating equipment meets efficiencySPECIFIC requirements. SYSTEM_ SPECIFIC 7.5.2 Mechanical Service water heating equipment used for space heating complies with the service water heating equipment requirements. 2. To be checked by Plan Reviewer Air Leakage 5.4.3.4 Envelope Vestibules are installed where building entrances separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self -closing devices, and are —7 ft apart. Insulation 5.8.1.7.3 Envelope Insulation in contact with the ground has —0.3% water absorption rate per ASTM C272. Plan Review 4.2.2,5.4.3.1.1,5.7 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 7 of 13 Plan Review 9.7 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Wattage 9.4.3 Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Plan Review 4.2.2,9.4.4,9.7 Interior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. HVAC 6.4.3.4.4 Mechanical Ventilation fans >0.75 hp have automatic controls El to shut off fan when not required. HVAC 6.4.3.9 Mechanical Demand control ventilation provided for spaces 500 ft2 and >40 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC 6.4.4.1.4 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation — R-3.5. HVAC 6.5.2.3 Mechanical Dehumidification controls provided to prevent reheating, recooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. HVAC 6.5.4.1 Mechanical HVAC pumping systems >10 hp designed for variable fluid flow. HVAC 6.5.7.1.1 Mechanical Kitchen hoods >5,000 cfm have make up air 50% of exhaust air volume. HVAC 6.5.7.2 Mechanical Fume hoods exhaust systems—15,000 cfm have VAV hood exhaust and supply systems, direct make-up air or heat recovery. HVAC 6.5.8.1 Mechanical Unenclosed spaces that are heated use only radiant heat. HVAC 6.4.3.3.2 Mechanical Setback controls allow automatic restart and temporary operation as required for maintenance. Other Equipment 10.4.1 Mechanical Electric motors meet requirements where applicable. Plan Review 4.2.2,6.4.4.2.1,6.7.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Plan Review 4.2.2,7.7.1,10.4.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects > 50,000 ft2. SYSTEM 6.4.3.10 Mechanical Single zone HVAC systems with fan motors. > 5SPECIFIC hp have variable airflow controls. Air conditioning equipment with a cooling capacity > 110,000 Btu/h has variable airflow controls. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 8 of 13 SYSTEM —SPECIFIC 6.5.1,6.5.1.1,6.5.1.3 Mechanical Air economizers provided where required, meet the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. SYSTEM —SPECIFIC 6.5.1,6.5.1.2,6.5.1.3 Mechanical Water economizers provided where required, meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM —SPECIFIC 6.5.3.2.1 Mechanical VAV fan motors > 10 hp to be driven by variable speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor demand. SYSTEM_SPECIFIC 6.5.3.2.3 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM —SPECIFIC 6.5.3.3 Mechanical Multiple zone VAV systems with DDC of individual zone boxes have static pressure setpoint reset controls. SYSTEM —SPECIFIC 6.5.3.4 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. SYSTEM_SPECIFIC 6.5.4.2 Mechanical Reduce flow in pumping systems >10 hp. to multiple chillers or boilers when others are shut down. SYSTEM_SPECIFIC 6.5.4.3 Mechanical Temperature reset by representative building loads in pumping systems >10 hp for chiller and boiler systems >300,000 Btu/h. SYSTEM —SPECIFIC 6.5.4.4.1 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM —SPECIFIC 6.5.4.4.2 Mechanical Hydronic heat pumps and water-cooled unitary air conditioners with pump systems >5 hp have controls or devices to reduce pump motor demand. SYSTEM —SPECIFIC 6.5.5.2 Mechanical Fan systems with motors —7.5 hp associated with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection device. SYSTEM —SPECIFIC 6.5.6.2 Mechanical Condenser heat recovery system that can heat water to 85 OF or provide 60% of peak heat rejection is installed for preheating of service hot water in 24l7 facility, water cooled systems reject 6 MMBtu, SHW load > 1 MMBtu. SYSTEM —SPECIFIC 6.5.7.1.2 Mechanical Conditioned supply air to space with a kitchen hood shall not exceed the greater of a) supply flow required to meet space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces. SYSTEM —SPECIFIC 6.5.7.1.3 Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown in Table 6.5.7.1.3. SYSTEM —SPECIFIC 6.5.7.1.4 Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements. SYSTEM 6.5.9 Mechanical Hot gas bypass limited to: SPECIFIC 240 kBtu/h — 50% 240 kBtu/h — 25% SYSTEM —SPECIFIC 7.5.1 Mechanical Combined space and water heating system not allowed unless standby loss less than calculated maximum. AHJ has approved or combined connected load <150 kBtu/h. SYSTEM —SPECIFIC 6.4.3.1.1 Mechanical Heating and cooling to each zone is controlled by a thermostat control. SYSTEM —SPECIFIC 6.4.3.3.3 Mechanical Systems with air capacity >10,000 cfm include optimum start controls. SYSTEM —SPECIFIC 6.4.3.5 Mechanical Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 9 of 13 SYSTEM —SPECIFIC 7.4.4.3 r Mechanical Public lavatory faucet water temperature <=110°F. Controls 8.4.2 Project Plan Review 4.2.2,8.4.1.1,8.4.1.2 Project Air Leakage 5.4.3.1 Air Leakage 5.4.3.2 Air Leakage 5.4.3.1 Fenestration Fenestration Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation 5.8.2.1 5.8.2.2 5.8.1.2 5.8.1.2 5.5.3.1 5.8.1.2,5.8.1.3 5.5.3.1 5.8.1.2 5.8.1.2 5.8.1.1 5.8.1A 5.8.1.5 5.8.1.6 5.8.1.7 5.8.1.7.1 5.8.1.7.2 Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope Envelope At least 50% of all 125 volt 15- and 20-Amp 13 receptacles are controlled by an automatic control device. Plans, specifications, and/or calculations provide all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. Continuous air barrier is wrapped, sealed, 130 caulked, gasketed, and/or taped in an approved manner, except in semiheated spaces and in climate zones 1-6. Factory -built fenestration and doors are labeled as meeting air leakage requirements. All sources of air leakage in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize air leakage. Fenestration products rated in accordance,with NFRC. Fenestration products are certified as to performance labels or certificates provided. Below -grade wall insulation installed per manufacturer's instructions. Slab edge insulation installed per manufacturer's instructions. Roof R-value. For some ceiling systems, verification may need to occur during Framing Inspection. Roof insulation installed per manufacturer's instructions. Blown or poured loose -fill insulation is installed only where the roof slope is < 3 in 12. Skylight curbs are insulated to the level of roofs with insulation above deck or R-5. Above -grade wall insulation installed per manufacturer's instructions. Floor insulation installed per manufacturer's instructions. Building envelope insulation is labeled with R-value or insulation certificate providing R-value and other relevant data. Eaves are baffled to deflect air to above the insulation. Insulation is installed in substantial contact with the inside surface separating conditioned space from unconditional space. Recessed equipment installed in building envelope assemblies does not compress the adjacent insulation. Exterior insulation is protected from damage with a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. Attics and mechanical rooms have insulation protected where adjacent to attic or equipment access. Foundation vents do not interfere with insulation. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 10 of 13 Insulation 5.8.1.8 Envelope Insulation intended to meet the roof insulation requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. Controls 9.4.1.7 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls 9.4.1.1 Interior Lighting Automatic controls to shut off all building lighting installed in buildings >5,000 ft2. Controls 9.4.1.2 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls 9.4.1.3 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting. Controls 9.4.1.4 Interior Lighting Primary sidelighted areas —250 ft2 are equipped with required lighting controls. Controls 9.4.1.5 Interior Lighting Enclosed spaces with daylight area under skylights and rooftop monitors >900 ft2 are equipped with required lighting controls. Controls 9.4.1.6 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Wattage 9.6.2 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Wattage 9.6.3 Interior Lighting Where space LPD requirements are adjusted based on room cavity ratios, dimensions are consistent with approved plans. Wattage 9.2.2.3 Interior Lighting Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. HVAC 6.4.3.8 Mechanical Freeze protection and snow/ice melting system sensors for future connection to controls. HVAC 6.4.1.4,6.4.1.5 Mechanical HVAC equipment efficiency verified. Non-NAECA HVAC equipment labeled as meeting 90.1. HVAC 6.4.3.4.1 Mechanical Stair and elevator shaft vents have motorized dampers that automatically close. HVAC 6.4.3.4.2,6.4.3.4.3 Mechanical Outdoor air and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC 6.4.3.4.5 Mechanical Enclosed parking garage ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. HVAC 6.4.4.1.1 Mechanical Insulation exposed to weather protected from damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4.4.1.2 Mechanical HVAC ducts and plenums insulated. Where ducts or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.1.3 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.2.1 Mechanical Ducts and plenums sealed based on static pressure and location. HVAC 6.5.7.1.5 Mechanical Approved field test used to evaluate design air flow rates and demonstrate proper capture and containment of kitchen exhaust systems. HVAC 6.4.3.1.2 Mechanical Thermostatic controls have a 5'F deadband. HVAC 6.4.3.2 Mechanical Temperature controls have setpoint overlap restrictions. HVAC 6.4.3.3.1 Mechanical HVAC systems equipped with at least one automatic shutdown control. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 11 of 13 HVAC 6.4.3.7 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited. SYSTEM —SPECIFIC 7.4.4.1 Mechanical Temperature controls installed on service water heating systems (-120°F to maximum temperature for intended use). SYSTEM SPECIFIC 7.4.4.2 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC 7.4.6 Mechanical Heat traps installed on non -circulating storage water tanks. SYSTEM —SPECIFIC 6.4.1.5.2 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only. SYSTEM SPECIFIC 6.4.4.2.2 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM SPECIFIC 6.5.2.1 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and coolingito each zone. SYSTEM —SPECIFIC 6.5.2.2.2 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband >=15 OF, allow operation in one imode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to —30 OF. SYSTEM —SPECIFIC 6.5.3.2.2 Mechanical VAV fans have static pressure sensors positioned so setpoint —1/3 total design pressure. SYSTEM —SPECIFIC 7.4.4.4 Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. SYSTEM —SPECIFIC 7.4.5.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM —SPECIFIC 7.4.5.2 Mechanical Pool covers are provided for heated pools and pools heated to >90'F have a cover >=R-12. SYSTEM SPECIFIC 7.4.5.3 Mechanical Time switches are installed on all pool heaters and pumps. SYSTEM —SPECIFIC 7.4.3 Mechanical All piping in circulating system insulated SYSTEM —SPECIFIC 7.4.3 Mechanical First 8 ft of outlet piping is insulated SYSTEM —SPECIFIC 7.4.3 Mechanical All heat traced or externally heated piping insulated Post Construction 8.7.1 Interior Lighting Furnished as -built drawings for electric power systems within 30 days of system acceptance. Post Construction 8.7.2 Interior Lighting Furnished O&M instructions for systems and equipment to the building owner or designated representative. HVAC 6.7.2.4 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. Post Construction 6.7.2.1 Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. Post Construction 6.7.2.2 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance. Post Construction 6.7.2.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems serving zones >5,000 ft2 of conditioned area. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 12 of 13 EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2615 Florida Building Code, Fifth Edition (2014) - Energy Conservation ASHRAE 90.1-2010 - Energy Cost Budget Option 10/4/2017 Page 13 of 13 Project Name: 2017-145 Project Title: Printing Shop/Offices Address: 104 Loren Ct State: Florida Zip: 0 Owner: Magnolia Press EnergyGauge Summit® v5.20 INPUT DATA REPORT Project Information Orientation: 180 Deg Clockwise. Walls & Windows will be rotated accordingly Building Type: Office Building Classification: New Finished building No.of Stories: 1 GrossArea: 5774 SF Zones No Acronym Description Type Area Multiplier lsn Total Area lsn I Zone I Offices CONDITIONED 5773.5 1 5773.5 Spaces No Acronym Description Type Depth IN Width Height Multi Total Area lftl lftl plier lsn Total Volume lcfl 10/4/2017 EnergyGauge Summit® v5.20 1 In Zone: Zone 1 I Space 1 Offices Office - Enclosed 39.60 77.91 10.00 1 3085.2 30852.4 2 Space 2 Offices Office - Enclosed 47.58 56.50 10.00 l 2688.3 26882.7 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: Zone 1 In Space: Space 1 1 Recessed Fluorescent - General Lighting 40 80 3200 Manual On/Off 2 No vent In Space: Space 2 1 Recessed Fluorescent - General Lighting 36 80 2880 Manual On/Off 2 No vent Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens. R-Value IN [ft] plier [sf] [Btu/hr. sf. F] Capacity Ib/cf] [h.sf.FBtu] Btu/sf.F] In Zone: Zone 1 1 South Wall 5/8" stucco 125.00 10.00 1 1250.0 North 0.2067 5.731 34.65 4.8 8"CMU/3/4"ISO BTWN24"oc/.5" Gyp Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area Btu/hr sf Fl IN [ft] plier sf] 10/412017 EnergyGauge Summit® v5.20 In Zone: Zone 1 In Wall: Wall I 1 South Wall North No 1.2500 0.82 0.76 6.00 4.50 9 243.0 2 South Wall North No 1.2500 0.82 0.76 9.30 1.00 1 9.3 3 South Wall North No 1.2500 0.82 0.76 1.30 7.00 2 18.2 4 South Wall North No 1.2500 0.82 0.76 3.00 7.00 2 42.0 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value IN (ft) plier sf[ Btu/hr. sf. F[ (Ib/cf[ [Btu/sf. F[ h.sf.F/Btu[ In Zone: In Wall: a Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value ft[ ft[ plier sf[ deg[ Btu/hr. SE F[ Btu/sf. F[ [Ib/cf[ h.sf.FBtu) In Zone: Zone 1 1 Zone 1 Space 1 Roof 77.91 39.60 1 3085.2 0.00 0.0493 0.51 7.10 20.3 2 Zone 1 Space 2 Roof 56.50 47.58 1 2688.3 0.00 0.0493 0.51 7.10 20.3 Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf F[ IN IN S11 S11 In Zone: In Roof: 10/4/2017 EnergyGauge Summit® v5.20 Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN [ft) plier [sf) [Btu/hr. sf. F] [Btu/sf. F] [lb/cf] [h.sEFBtu] In Zone: Zone 1 1 Zone 1 Space I l ft. soil, concrete 77.91 39.60 1 3085.2 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad 2 Zone 1 Space 2 1 ft. soil, concrete 56.50 47.58 1 2688.3 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad Systems System 1 System 1 Constant Volume Packaged System--902 No. Of Units 2 Component Category Capacity Efficiency IPLV 1 Cooling System 2 Heating System 3 Air Handling System -Supply 72000.00 51750.00 2400.00 11.20 11.40 1.00 0.80 Plant Equipment Category Size Inst.No Eff. IPLV Water Heaters W-Heater Description Capacit3Cap.Unit UP Rt. Efficiency Loss 1 Electric water heater 40 [Gal] 45 [kW] Ef] Btu/h] 10/4/2017 EnergyGauge Summit® v5.20 4 EA -Lighting Description Category No. of Watts per Area/Len/No. of units Luminaires Luminaire [sf/ft/No] Control Type Wattage W] Piping No Type Operating Insulation Temperature Conductivity Fl [ Btu-in/h.sf.F] Nomonal pipe Diameter in) Insulation Thickness in] Is Runout? 1 Heating System (Steam, Steam Condensate, & Hot Water) 105.00 0.28 0.75 1.00 No Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sf.F] ASHULSgICIrA1l User Defined 1 1.2500 0.8200 0.7600 Frm Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used [h.sEF/Btu] (ft] (Btu/h.ft.F] [Ib/cf] (Btu/lb.F] 187 Mafl 187 Li Y F UK FLAS No BOARD, l /21N 178 Mad 178 CARPET W/RUBBER PAD Yes 1.2300 265 Mat1265 Soil, I ft No 2.0000 1.0000 0.5000 100.00 0.2000 0 11 10/4/2017 EnergyGauge Summit® v5.20 5 48 Matl48 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 42 Mat142 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38.00 0.2000 block 269 Mat1269 75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 407 Mat1407 R-19 Generic Insulation No 19.0000 0.4147 0.0218 0.30 0.2000 1002 ApLbMat1002 ACOUSTIC TILE, WIN No 1.2636 0.0417 0.0330 18.00 0.3200 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] Btu/sf.F] Ib/cf] h.sf.FBtu] 1011 5/8" stucco /8"CMU/3/4"ISO No No 0.21 5.73 34.65 4.8 BTWN24"oc/.5" Gyp Layer Material Material Thickness Framing No. IN Factor 1 268 0.625" stucco 0.0521 0.000 2 42 8 in. Lightweight concrete block 0.6670 0.000 3 269 .75" ISO BTWN24" oc 0.0625 0.000 4 187 GYP OR PLAS BOARD, 1/2IN 0.0417 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sEF] Btu/sf.F] Ib/cq h.sf.F/Btu] 1057 l ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7 Layer Material Material Thickness Framing No. ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 2 48 6 in. Heavyweight concrete 0.5000 0.000 3 178 CARPET W/RUBBER PAD 0.000 10/4/2017 EnergyGauge Summit® v5.20 6 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct lBtu/h.sEFl Btu/sEF] Ib/cfl 1h.sEFBtul 1060 Roof No No 0.05 0.51 7.10 20.3 Layer Material Material Thickness Framing No. 1N Factor 1 4 Steel siding 0.0050 0.000 2 407 R-19 Generic Insulation 0.4147 0.000 3 1002 ACOUSTIC TILE, 1/21N 0.0417 0.000 10/4/2017 EnergyGauge Summit® v5.20 7 14 wrightsoft Right -Suite® Universal 2012 Load Calculati ft: Oct704,2017 Zone 1 By: RWK For: Magnolia Press 104 Loren Ct, Sanford, FI Zone - 1 Office area Zone - 2 Warehouse/work ares Dehumidification only Zonb:.tZone 1- LWH: 0 x 0 x 9.0 1. DESIGN CONDITIONS -COOLING Jul 1700 LDT) Dry Bib RH Moisture Range Wet Bib Outdoor Conditions 92 45 17 1' 75 Indoor Conditions 75 50 63 TOD Correction 1 Difference 17 38.1 Mult = 1.0 ] — 2. GLAZING SOLAR HEAT GAIN Lat 28.78 ON Const Wt = L Type Orien Area Tilt ShdF IntShd SCMult SC Sens/A Sens GLAZ-01 s 42 90 n 1.00 0.38 11.2 469 GLAZ-02 s 271 90 n 1.00 0.86 25.4 6879 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Clr Sens GLAZ-01 s 42 42 1.450 17.5 N 1214 GLAZ-02 s 271 271 0.980 17.5 N 11514 WALL-01 s 1250 938 0.143 GF 21.7 N m 2908 FLOR-01 - 125 125 0 0 0 CEIL-01 - 6027 6027 0.049 55 53.9 d 15913 4. INTERNAL HEAT GAIN PEOPLE Sens Latent Activity Total Sensible Latent Schedule ft2/prsn # people Btuh/prsn Btuh/prsn Office 0 40 40 250 200 10000 8000 0 0 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual N 5th Ed. At +wrightsoft' Right -Suite® Universal 2012 12.0 07 RSU50093 2017 oct oa 1 pat9e 1 ACCA C:1Users%Lucky%Documents\Wrightson HVAC12017-145.rup Cale - MNS Front Door faces: S LIGHTS Lamp/blst + fixture W/ft2 W Total Factor Space Sens Schedule W fract Fluor MB + Rec trof 0 5500 5500 1.20 1.0 22526 0 0 0 1.00 0 0 0 0 0 1.00 0 0 0 0 0 1.00 0 0 APPLIANCES / PLUG LOADS Application Usage Sensible Latent Sens Latent Schedule Btuh Btuh Microcomputer (Irg) ft2 # 0 17.00 1.00 1800.0 0 30600 0 Letter quality ft2 # 0 5.00 1.00 1000.0 0 5000 0 Paper shredder (sm) ft2 # 0 2.00 1.00 680.00 0 1360 0 Copier (sm) ft2 # 0 1.00 1.00 5800.0 0 5800 0 ft2 # 0 0 1.00 0 0 0 0 ft2 # 0 0 1.00 0 0 0 0 MOTORS Power (hp) #/ft2 Total Per mtr Load Sens Schedule Btuh factor 0 0 0 0 0 1.00 0 0 0 0 0 0 1.00 0 0 0 0 0 0 1.00 0 5. INFILTRATION Sens Latent 143 cfm x db Temp Diff 17.5 x 1.10 2746 x Moist. Diff 38.1 x 0.68 3700 6. SUBTOTAL COOLING LOAD FOR SPACE Sensible Latent 109581 25849 Envelope 110k 11700 Less external cooling 0 Redistribution 0 0 7. SUPPLY DUCT HEAT GAIN Gain factor 0 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6) & Drawthru Fan 109581 L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 109581) / ( 1.10 x 20.0 4991 Actual Cooling Fan 5051 9. VENTILATION OA 547 cfm x db Temp Diff 17.5 x 1.10 10499 x Moist. Diff 38.1 x 0.68 14148 Calculations approved by ACCA to meet all requirements of Manual N 5th Ed. 2017-W-04 15:21:07 wrightSOW Right-Sude® Universal 2012 12.0.07 RSU50093 Page 2 iCA C:%Users%Lucky%DocumentslWrightsoft HVAC12017-145.rup Cale - MINIS Front Door faces: S 10. RETURNAIRPLENUM Lights Total power ( W) 5500 0 Transmission load (plenum upper surface) 0 Space load credit (plenum lower surface) 0 11. RETURN DUCT HEAT GAIN Gain factor 0 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 120080 25849 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB -Outside DB) _ ( 70 - 42) = 28 Mult = 1.0 ] — 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss 15. INFILTRATION Loss 273 cfm x db Temp Diff 27.7 x 1.10 8305 16. SUBTOTAL HEATING LOAD FOR SPACE 29229 Envelope 29229 Less external heating 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT HEAT LOSS Loss factor 0 x Line 16 Loss 0 Less transfer 0 Redistribution 0 18. VENTILATION OA 547 cfm x db Temp Diff 27.7 x 1.10 10499 19. HUMIDIFICATION Inside RH desired 32.0 (Max = 32.0 for 1 pane ) of Glazing panes 1.0 (Max = 52.0 for 2 pane ) 820 cfm x 1.48 g/100cfm/d 12.1 gpd 4453 Piping 0 20. RETURN DUCT HEAT LOSS Loss factor x Line 16 Loss 0 21. TOTAL HEATING LOAD ON EQUPMENT (Stub) 50315 Calculations approved by ACCA to meet all requirements of Manual N 5th Ed. 2017-Oct oa 1 As+ wrighift0 r Right -Suite® Universal 2012 12.0,07 RSU50093 Page 3 ACC C.\Users\Lucky\Documents%Wrightsoft HVACt2017-145.rup Calc - MNS Front Door faces: S 45 wrightsoft Right -Suite® Universal 2012 Load Calculative: ot O4, 2017 Zone 2 By: RWK ror: magnoiia cress 104 Loren Ct, Sanford, FI zone -I Office area Zone - 2 Warehouse/work ares Dehumidification only bne:x Z00e=2w LWK 0 x 0 x 9.0 1. DESIGN CONDITIONS- COOLING Jul 1700 LDT ) Dry Bib RH Moisture Range Wet Bib Outdoor Conditions —> 92 45 17 75 Indoor Conditions —> 75 50 63 TOD Correction —> 1 Difference 17 38.1 Mult = 1.0 J — 2. GLAZING SOLAR HEAT GAIN Lat 28.78 ON Const Wt = L ) Type Orien Area Tilt ShdF IntShd SCMult Sc Sens/A Sens 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad Clr Sens WALL-01 n 1125 1125 0.115 GC 20.3 N m 2627 WALL-02 n 1860 1839 0.143 GF 15.3 N m 4024 WALL-03 a 900 900 0.115 GC 30.4 N m 3146 WALL-04 a 1125 1125 0.143 GF 30.4 N m 4891 WALL-05 s 489 153 0.115 GC 30.7 N m 540 WALL-06 s 612 570 0.143 GF 21.7 N m 1767 WALL-07 w 900 900 0.115 GC 34.4 N m 3560 WALL-08 w 1125 1125 0.143 GF 21.4 N m 3443 DOOR-01 n 21 21 0.600 29.9 377 DOOR-02 n 0 0 1.200 0 0 DOOR-03 s 90 90 1.200 29.9 3227 DOOR-04 s 246 246 0.560 29.9 4117 DOOR-05 s 42 42 0.600 29.9 753 FLOR-01 - 472 472 0 0 0 CEIL-01 - 14898 14898 0.055 RC13 29.4 d 24090 4. INTERNAL HEAT GAIN PEOPLE Sens Latent Activity Total Sensible Latent Schedule ft2/prsn people Btuh/prsn Btuh/prsn Schoolshop 0 60 60 345 435 20700 26100 0 0 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual N 5th Ed. Wrl htSOft• 41 9 Right -Suite® Universal 2D12 12.0,07 RSUSM3 2017-Oct-0415:21:07 page 1 Z&- C:1Users%Lucky%Documents%Wrightsoft HVAC12017-145.rup Cale - MNS Front Door faces: S LIGHTS Lamp/blst + fixture W/ft2 W Total Factor Space Sens Schedule W fract Fluor MB + Rec trot 0 10k 10000 1.20 1.0 40956 0 0 0 1.00 0 0 0 0 0 1.00 0 0 0 0 0 1.00 0 0 APPLIANCES/PLUG LOADS Application Usage Sensible Latent Sens Latent Schedule Btuh Btuh Printing Eq ft2 0 1.00 1.00 25000 0 25000 0 ft2 0 0 1.00 0 0 0 0 ft2 0 0 1.00 0 0 0 0 ft2 0 0 1.00 0 0 0 0 ft2 0 0 1.00 0 0 0 0 ft2 0 0 1.00 0 0 0 0 MOTORS Power (hp) ft2 Total Per mtr Load Sens Schedule Btuh factor 0 0 0 0 0 1.00 0 0 0 0 0 0 1.00 0 0 0 0 0 0 1.00 0 5. INFILTRATION Sens Latent 931 cfm x db Temp Diff 17.5 x 1.10 17871 x Moist. Diff 38.1 x 0.68 24083 6. SUBTOTAL COOLING LOAD FOR SPACE Sensible Latenti 161089 73307 Envelope 161k 50183 Less external cooling 0 Redistribution 0 0 7. SUPPLY DUCT HEAT GAIN Gain factor 0 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6) 8, Drawthru Fan = 161089 L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 161089) / ( 1.10 x 20.0 ) = 7337 Actual Cooling Fan > = 7452 9. VENTILATION OA 894 cfm -> x db Temp Diff 17.5 x 1.10 17159 x Moist. Diff 38.1 x 0.68 23124 Calculations approved by ACCA to meet all requirements of Manual N 5th Ed. 9 2017 Oct 04 15: g 07 1 wrightSOW Ri ht-SuNe® Universal 2012 12.0.07 RSU50083 Page 2 K & C:1Users%Lucky\Documents\Wrightson HVAC12017-145.ruP Cal=MN5 Front Door faces: S 10. RETURNAIRPLENUM Lights Total power ( W) 10000 0 Transmission load (plenum upper surface) 0 Space load credit (plenum lower surface) 0 11. RETURN DUCT HEAT GAIN Gain factor 0 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT(Btuh) 178248 73307 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB -Outside DB) _ ( 70 - 42) = 28 Mult = 1.0 ] — 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss 15. INFILTRATION Loss 1778 cfm x db Temp Diff 27.7 x 1.10 54052 16. SUBTOTAL HEATING LOAD FOR SPACE 112862 Envelope 112862 Less external heating 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT HEAT LOSS Loss factor 0 x Line 16 Loss 0 Less transfer 0 Redistribution 0 18. VENTILATION OA 894 cfm x db Temp Diff 27.7 x 1.10 17159 19. HUMIDIFICATION Inside RH desired 40.0 (Max = 32.0 for 1 pane ) of Glazing panes 0 (Max = 52.0 for 2 pane ) 2672 cfm x 3.20 g/100cfm/d 85.5 gpd 32326 Piping 0 20. RETURN DUCT HEAT LOSS Loss factor x Line 16 Loss 0 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 172373 Calculations approved by ACCA to meet all requirements of Manual N 5th Ed. 2017-00-04 15:21:07 At, wrightSOW Right-Sufte® Universal 2012 12.0.07 RSU5M3 Page 3mC:1User3lLuckylDocuments%Wrightsoft HNAC12017-145.rup Cek a MN5 Front Door feces: S wrightsofC Right -Suite® Universal 2012 Load Summaryl°b: 2017-145 Date: Oct 04, 2017 Magnolia Press Isy: RWK For: Magnolia Press 104 Loren Ct, Sanford, FI Zone=+ItiAagnilia Pess , u , . '$GAOLING?LOAD - 1. DESIGN CONDITIONS at Jul 1700 LDT Inside: 0 OF Outside: 92 OF RK 45 % MoistDiff: 103 gr/lb 2. SOLAR RADIATION THROUGH GLASS 3. TRANSMISSION GAINS Sensible Walls: 26906 Glass: 5380 Doors: 8474 Partitions: 0 Floors: 0 Ceilings: 40003 4. INTERNAL HEAT GAIN Sensible Occupants: 30700 Lights: 63482 Motors: 0 Appliances: 67760 5. INFILTRATION: Outside air cfm: 6. SUBTOTAL: Space load Sensible Envelope 270670 Less external 0 Redistribution 0 7. SUPPLY DUCT 8. SUBTOTAL: Space load + supply duct Actual cfm: 12503 at supply TD: 9. VENTILATION: Make-up air cfm: 10. RETURN AIR LOAD: Lighting + plenum (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT Peak load at Jul 1700 LDT TD: 92 OF Mult: 0 Ins.wb Sensible 7348 80763 Latent 161942 34100 0 1074 20617 Latent 270670 61883 0 0 270670 20 1441 27658 0 0 298327 HEATINGsLO`AD - 13. DESIGN CONDITIONS Mult: Inside: 0 OF Outside: 42 OF TD: 14. TRANSMISSION LOSSES Walls: 31972 Glass: 9030 Doors: 7855 Partitions: 0 Floors: 0 Ceilings: 30878 15. INFILTRATION: Outside air cfm: 16. SUBTOTAL: Space load Envelope 142091 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 18. VENTILATION: Make-up air cfm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT 2051 1441 0 OF 79734 62357 142091 0 36779 0 0 222688 3 OF Latent 34100 27783 61883 37272 99155 1. htsOR' 2017-Oct-0415:21:08 Wrl 1. 9 Right-SuRe® Universal 2012 12.0.07 RSU50093 Page 1 C:%Users%Lucky%Documents%WrigMeott HVAC%2017-145.nrp Cole = MINIS Front Door faces: S wrightsofte Ri ht-Suite® Universal 2012 Load Summa ?b: 04, 29 a<.: Octopt oa, zo1>• Zone 1 By: RWK For: Magnolia Press 104 Loren Ct, Sanford, FI Zone_w=Zone;1..,, 1. DESIGN CONDITIONS at Jul 1700 LDT Inside: 75 OF Outside: 92 OF RK 45 % MoistDiff: 38.1 gr/lb 2. SOLAR RADIATION THROUGH GLASS 3. TRANSMISSION GAINS Sensible Walls: 2908 Glass: 5380 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 15913 4. INTERNAL HEAT GAIN Sensible Occupants: 10000 Lights: 22526 Motors: 0 Appliances: 42760 5. INFILTRATION: Outside air cfm: 6. SUBTOTAL: Space load Sensible Envelope 109581 Less external 0 Redistribution 0 7. SUPPLY DUCT 8. SUBTOTAL: Space load + supply duct Actual cfm: 5051 at supply TD: 9. VENTILATION: Make-up air cfm: 10. RETURN AIR LOAD: Lighting + plenum (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT Peak load at Jul 1600 LDT TD: 17 OF Mult: 1.0 Ins.wti Sensible 7348 24202 Latent 75286 8000 0 143 2746 Latent 109581 11700 0 0 109581 20 547 10499 0 0 120080 HE'AyTING_'WAD 13. DESIGN CONDITIONS Mult: Inside: 70 OF Outside: 42 OF TD: 14. TRANSMISSION LOSSES Walls: 3714 Glass: 9030 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 8180 15. INFILTRATION: Outside air cfm: 16. SUBTOTAL: Space load Envelope 29229 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 18. VENTILATION: Make-up air cfm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT 273 547 1.0 28 OF 20924 8305 29229 0 16633 4453 0 0 50315 63 OF Latent 8000 3700 11700 14148 25849 Wrl ht50R' 2017-Oct-0415:21:08 9 Right -Suite® Universal 2012 12.0.07 RSU500M3 Page 2 C:\Users\Lucky\Documents%Wrightsoft HVAC%2017-145.rup Celc = MN5 Front Door faces: S Right -Suite® Universal 2012 Load Summary'°b: 2017-145 Wrightsoft Date. Oct 04, 2017 Zone 2 BY: RM ror: M noiia cress 104 Loren Ct, Sanford, FI Zone: - -. lone12` s'. _ _ .::COOLING44:6AD 1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1800 LDT Inside: 75 OF Outside: 92 OF TD: 17 OF RK 45 % MoistDiff: 38.1 gr/lb Mult: 1.0 Ins.wb' 63 OF Sensible i Latent 2. SOLAR RADIATION THROUGH GLASS 0 3. TRANSMISSION GAINS Sensible 56562 Walls: 23998 Glass: 0 Doors: 8474 Partitions: 0 Floors: 0 Ceilings: 24090 4. INTERNAL HEAT GAIN Sensible Latent 86656 26100 Occupants: 20700 26100 Lights: 40956 Motors: 0 Appliances: 25000 0 5. INFILTRATION: Outside air cfm: 931 17871 24083 6. SUBTOTAL: Space load Sensible Latent 161089 50183 Envelope 161089 50183 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 0 S. SUBTOTAL: Space load + supply duct 161089 Actual cfm: 7452 at supply TD: 20 9. VENTILATION: Make-up air cfm: 894 17159 23124 10. RETURNAIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 0 12. TOTAL LOADS ON EQUIPMENT 178248 73307 3HEANTsINGaLO`AD — 13. DESIGN CONDITIONS Mult: 1.0 Inside: 70 OF Outside: 42 OF TD: 28 OF 14. TRANSMISSION LOSSES 58810 Walls: 28258 Glass: 0 Doors: 7855 Partitions: 0 Floors: 0 Ceilings: 22697 15. INFILTRATION: Outside air cfm: 1778 54052 16. SUBTOTAL: Space load 112862 Envelope 112862 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 894 27185 19. HUMIDIFICATION 32326 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 172373 Wrl httsOft' 2017-Oct-0415:21:08 9 Right -Suite® Universal 2012 12.0.07 RSUS0093 Page 3 C:\Users\Lucky\Documents%Wrightsoft HVACt2017-145.rup Celc = MNS Front Door faces: S wrightsoft. Right -Suite® Universal 2012 Peak Loads Job: o oa45 Magnolia Press By: RWK Htg Clg Htg Clg Outside db OF) 42 92 Inside db OF) 0 0 Outside RH 45 Inside RH M 36 Outside wb OF) 75 Inside wb OF) 3 Daily range OF) 17 Design TD OF) 42 92 Moisture diff. gr/lb) 103 Name Sensible Latent Time of DayGain(MBtuh) Gain(MBtuh) Zone 1 121.70 25.85 Jul 1600 LDT Zone 2 179.58 73.31 Jul 1800 LDT Magnolia Press T 298.33 99.16 Jul 1700 LDT 2017-00-04 15:21.08 wrightSOW Right -Suite® Unrversal 2012 12.0.07 RSU500g3 Page 1 C:\Users\Lucky\Documents%Wrightsoft HVACX2017-145.rup Cale = MNS Front Door faces: S MAGNOLIA PFZ6ICEtF 104 LOREN CO&9py SANFORD, FL TRUSS INDEX SHEET GENERAL NOTES AND DESIGN PARAMETERS 1. A SIGNED AND SEALED TRUSS SUMMARY HAS BEEN INCLUDED TO PROVIDE AS AN INDEX OF TRUSS DRAWINGS 2. REFER TO CONSTRUCTION DOCUMENTS FOR TRUSS PLACEMENT 3. DESIGN LOADS: FLOOR: 140 PSF 4. WIND DESIGN LOAD INFORMATION -***NOT APPLICABLE FOR THIS FLOOR TRUSS JOB*** PER 2014 5TH EDITION FBC, REF. ASCE 7-10) A) BASIC WIND SPEED = 140 MPH(Vult); 108 MPH(Vasd) B) WIND IMPORTANCE FACTOR = 1.00 C) BUILDING RISK CATEGORY = II D) WIND EXPOSURE(ALL SIDES) =B E) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 PARTIALLY ENCLOSED BUILDINGS = +/- 0.55 NOTE:.COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH)'' 5. REFER TO ROOF AND FLOOR DETAILS AT THE END OF THIS BOOIK-FOR TYPICAL CONNECTIONS `,`,, a E.•pq No. 81439 ESTATE OF J0 L ii eeee lccv"xw K 8 M TRUSS Ir1 /-- 1 11, I Ilr®IJi11Y E. Dahlker P. checketr.--.: • w^: U\\Vr// AIUII ate r FL Lic. No. 81439 SD°'° ZELLWOOD, FL NOM roDIVGGNCQr. OF' or un1OW TIOW INCNO 0177 S. 7fS7VO)rM Mn SVR[ 100 LLTWDN771 srlDiiris, L 0L711 VNIAN L D.BIa. 1 BONG (.DT OI-1o17 rY. QCDTf. NO. 0143D ssorn Trail - P.O Box 1138 Zellwood, FI 32738 Customer Information: Name: Contact: DAVID COX CONSTRUCTION I Dave Cox Address: City, State, Zip: Main Office:407.880-4551 Fax:407-880-4552 Uplifts Reactions Job #: 170300 Order Date 5/10/2017 Project Information: Name: Magnolia Press Address: I Region: 104 Loren Ct City, State, Zip: SANFORD,FL iSalesman., Loading: TC BC Designer. LL 125 0 DL 10 5 Notes: C-Cust Notes: Wooff loor City I Span Description Truss Bearingl Bearing2 Bearing3 Bearing4 Height 24 24-07-00 FL1 00-04-00 BC100 00-05-00 BC100 00-05-00 BC100 02-00-00 166 0 lbs. each 1378 / 0 3599 / 0 2015 / 0 1 24-07-00 FL2 00-04-00 BC100 24-03-00 BC100 02-00-00 1400 lbs. each IV1111111111117= 179 / 0 6637 / 0 28 16-03-00 FL3 00-05-00 BC100 00-05-00 BC100 02-00-00 130.2 lbs. each 2240 / 0 2240 / 0 1 16-03-00 FL4 16-03-00 BC100 02-00-00 66.80 lbs. each 4482 / 0 11 22-08-00 FL5 00-05-00 BC100 00-05-00 BC100 00-05-00 BC1b0 02-00-00 156.2 lbs. each 1244 / 0 317510 1995 / 0 1 9 18-02-00 FL6 00-04-00 BC100 00-05-00 BC100 02-00-00 156 a lbs. each E2S2S2SE1S=2510 / 0 2510 / 0 8 11-02-00 FL7 00-05-00 BC100 00-05-00 BC100 02-00-00 79.80 lbs. each 1530 / 0 1530 / 0 4 05-10-00 FL9 00-05-00 BC100 00-05-00 BC100 0 00-00 46.20 lbs. each 783 / 0 783 / 0 1 22-08-00 FL,1 22-03-00 BC100 00-05-00 BC100 1111,11//%/02-00-00 123.2 lbs. each s, 02 / o , 78 / o 1 4 N E. p i. 3 20-03-00 FL22 00.05-00 BC100 00-05-00 BC100 `` 0 ICENs y i2-00-00 194.6 lbs each 2801 / 0 2801 / 0 ,r` ° i 1 20-03-00 FL23 19-10-00 BC100 00-05-00 BC100 N%'{81439 0 mzr00-00 112.0 lbs. each 5425 / 0 178 / 0 SEP 1 201i Page 1 of 1 Bryan E. Dahlke, P.E, FL Lic. No. 81439 Job:(1/UJUU) -Magnolia Press -UHV1U UUX GUNS1KUUl1UN / 1- Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP Dense Struot. 65 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC T+ N 1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates ore 4XG except as noted. t 2x6 continuous strongbock. See detail STRBRIBRIO14 for brocing and bridging recommendations. Deflection meets L/360 live and L/240 total load. Creep increase Factor for dead load is 1.50. Truss must be installed as shown with top chord up. 1 4.1.18 I'll"12 1 10 4"8 1'5"121. 6'7"8 4 6 R) 1-3X5 M2X4 1112X4 W-3X4 =6X8 5X6 1112X4 1112X4 1115XG 1 E-Z I114X6 (R) =3X4 =-5X6 =6X6 W-3X4 QX6 =6X6 0131rX410'0"8 -}- 14'6"B 24'7" R) 22X4 (R) 4 R-1378# W-4" R-3599# W-5" R-20151$ W-5" Rigid Surface) (Rigid Surface) (Rigid Surface) 11111111111110 f2-41< EN ow.,` sF SEO = 384919 PLT. TYP.-WAVE oESICNCaIT BCZaIaaES/TP!-ZOO7FT/RT.tzrtorl/Iotal OTY= 24 TO1 IL= REV. 15.O1.O1A.0424iCF[LE =0.3448 ggIMPORTANTi• FURNISH TNIB RAYING TO ALL CONTRACTORS INCLUDING T IR 11 ERS. .*. T C ILL 125 . O p s f REF T.•uwN pulp .,,irM. Oor. In rob'laetl,g, Medlleg .hlpppp4.9, Instolling end b.'ool o and Follow 1M IotNt wltlen a< SCSI (Bulldleg t:o..ponent Sot.ty Inrorrotlon, by TPI and VTC Fer .efhy . TC OL 10. Ops DATE 09-07-2017 pp''oofloe. ylor to psrrorwing ft—. rwwtlons. Install.ey shall provide tenporoeVI Moolyp por gfC:A ony.I N. rof.d ofhorwl N, top chord shell ho properly ottochod .tr ofwrol .hNthr 9 and ®ton aho BC DL • OPSFMIIMv. a properly ettoohed r1 Id col I I L000f ions .howl for porronont Iet.rol ros lnJ be DR:G shell how b l IqI Instoll.d por 6C51 Neff no 63, B7 or ela, os epplloeble. applyV plot td-h a. M ` or tru.. ar.d elTlOn N ehew. etnve end oe. tM Joint C.foll., unl N. rot.d oth.evTN. ST 1t• OF 0 . O S[' Rerer ro droole.e 16Ga•Z for sfor.doro plot. pNlflons. ` BC LL fi TV B.,Iding Taperonte Croup Ins. .hell rot b. rY onslble For a..y d.vletlon Free thl ral . to buI Id fM tru.e In eenrorrone. ulih NtC /TPI I, or ter Mndling, .hlppleg, I a lir. , Qp ` TOT . L0. 140. O SF 40700clortnuo.... iL-w--(•` 0 /A L E N. 2 I. sea an this dhoVinngB or oovw page listing this dreVing, Indlootoo 000eptance or prOre d engltyNr ing rosy IblllTV Maly For the d.algn ohown. The sultabliltYy and uN or Th.. dro s O le ` 1.00 JOB #' 1703OO For any ote•4gfw•e Is the rvoponelbl l Ity or the OVI lding ONlgnor psr wRI/TPI 1 Oso.4. V OUR. FAC . For nor. Inrornoflen .N this Job . g.n.rel -of.. .g. end th.s. b ITVBCC: uw.lfubog.eon: TPI: wu.lplenerg: YTCa: uw..bo nds1ry.eon: Ia: wu.loo.a . NqL ` SPACING 24.0" TYPE SY42 Job. (1 /UdUUJ -nagno I i o tress -UHV lU LUX LUNb I KUL I LLIN / t Value Set: 138 (Effective G/1/2013) Top chord 4x2 SP #2 Sot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 bV ALSC T N 1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates ore 2X4 except as noted. See detail STRBRIBR1014 for bracing and bridging recommendations. Oerlection meets L/360 live and L/240 total load. Creep increase Foctor ror dead load is 1.50. Truss must be installed as shown with top chord up. 1 ' 5 "8 23' 1 "8 24'7" R-179# W-4" Rigid SurFoce) 1---2'6"8 I 4 (R) R-274plF W-24'3" Rigid SurFoce) E O q /y,' i ti SEO = 384931GENs1 ' PLT. TYP.-WAVE DESIGN CRIT-M2014RES/TPI-2007FURT-12MI OM OTY- 1 TOTf`- 1 i REV. 15.01.01A.042SESLE-0.3448 iiiiiWARNINGles READ ANDFOLLOW ALL NOTES ON THIS DRAW IM ssIMPORTANTss FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUOINO T I ERS. T C LL 125. 0 ps f REF Trvssea :Wlry e.trew* core in robrioatin5, hordlln5 ehI IN. Instal llrq end bro*I a endcalla„ the iar.at edition of MCSI I8.11dIN Cawponanr Sofery ,,rorworlan, by TPi and Paror, wi ry loss fe fhw* Fvatterls. Inarel is rewperery brae, TC OL 10. OPSF GATE 09 07-2017preotprierparrorwiNshedprovlMpert' UnINa Hared orhs lse, top chord shell have y'aparly ottaahed str.at.ral ehwthing and law da11 rave a properly et t..had r1g1d eIIIIIN. La*91,1 ehe.n rx plrnonent lateral ea In ba a B,' OL r RWV' O S r aria,, how broelr9 ,late1 led per 9CS1 swt to— 83, B7 or BID, w oppl Iwble. Apply plat t oa of rr.se end posh Ion o. sho.n above and on the Joint petal Is, .nles*meted othery o. sr. 411111, 1 `- r Rerr to 6l 0n e 10I for sra lord plate postilana. I ITV Owl ,ding Lanpaant* Group Ina. shop rot be re mible for anN devl a ion trove thle o cal lli•e ro bu11d the rr.ss 1n aonforwonoe ul th RN51/TPI 1, or far, I1n5, .hlppin8, IIy/e 77 nby eel trvssss. BC LL TOT.LO. O • O sF r 140. O Sf' Q/R LEN. 240700or R aN On this dMvlwR Or apvK page Ilating 1h15 dre.l ng, Ildleates eeeeplanes of prefersnglneer4NreepetVlblllryoelelVrxthedesignahem. TM evitsbiIItYY and we or ale sro _(1 L for sty atryet.ra Is the responsibrl ItV of the Owl WIN Oesignse per caul/TPI 1 geo.2. V-Q M i ` OUR. FRC . 1 . OO JOB #' 1 70300 For wxe Information see this job a ge —I note* page and shoe b sites: i ITVaCG: .w.lt.bog.aon: TPI: — tpin*t.*N: YICA:.w.ebelydustry.aom: ICC:—Ioaw ' N 1,. v ` SPACING 24.0" TYPE SY42GABL Iflt1l11 Job:(1/U,JUUJ -nagnolio cress -UtiVLU LUx GUN5IKL1U11UN / 1- Valve Set: 138 (Effective 6/1/2013) Top chord 4x2 SP Dense Strvct. 65 Bot chord 4x2 SP Dense Strvct. 65 Webs 4x2 SP a3 :W3 4x2 SP #2: Lumber volve set "138" uses design values approved 1/30/2013 by RLSC i^-2'6' —'i THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 5XG(R) except as noted. 2x6 continuous strongbock. See detail STRBRIBRIO14 For bracing and bridging recommendotions. OeFlection meets L/360 live and L/240 total load. Creep increase Factor For dead load is 1.50. Trvss must be installed as shown with top chord up. 7'10"8 1'9" i6'7"8 1 Itt II II Ms. y: un ul ul uu tip 1T 16, R-2240tt W-S" Rigid Surface) R) R-2240a W-5" Rigid Surface) 1 v GENSF i' SEO 384925 PLT. TYP.-WAVE o¢slcNa+Ir.FeczoluREs rvl•zoo7Friar.lz:torlilotol OTY= 28 TOi IL= REV. 15.01.O1A.O42LSCRLE-0.5217 90WARNING109 READ RNOFOLLOW V atIMPORTRNT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUOINO T Ir ERS. T C L L 125. O p S F+ REF irva.o .quiro ..trews ooro In raM loot l.g, handling •hlpppping, instal I land bract+ and TC OL 1 O . OPSr rode., tM iota/ edlilon or SCSI tgyllding Cwpenent Saf.ty rnfw—tlon, by TPI and YTC rw •e99Aiiy DATE 09-07-2017 prooflossprlortoperrorningthesefunotlon•. In•toll•r• •hall provide tanporon bract par BC r rowsroadOfherVlp, tap chard •hall have praperl attached structural reethi g end Isw e O S r notIhoveaproperlyottooh•d rlaltl Bell Iryl. Leeet o.0 Win far perronant lateral re• In • O BC OL P ORWG or have bi Ing Installed p•r SCSI ••etlbn• 63, R7 ar 810, os opplloobla. Reply plat td h oa e of truss and poel*Ien es sheun above and on the Joint Oetaller unless noted otharvi— O . O S Refrtodrool160R•Z for otondotd plate pwltioro. ` BC LL (' IrY Sutlding onpoth is Group Ioo ohall not be ro ibla ra anfr dw iatian crow lhis*o P ny rally. ra build rM true. In oonforroroe ulth RNS /TPl 1, x rer-hendll .l I 1ttl yr/a P TOT. 1 4O . O SF /A colofrruoeee. • PP • L u• +O `eat 0 LEN. 160300 R sss mh this drooing or cover POGO listing this dro.ing, Indicates samspteros of prof•yra Il d segln* rIng rsspetylbtllty *misty rx the dealgn •heYn. TM wltsbnity W w• or this drovlMpL' 4% «0 0 `` OUR. FRC . 1.00 JOB #' 170300 franyat,YoMs I* the respaulbi l lty or the gadding Designer per ANSI/TPI 1 gso.2. V-( For wore Inrorrotion sea this Job s ggaa erol notes page end the.. v.b eltes: v ` iYSCG: _. It bog.oam: TPI: wu. tplrot.ery: YTCR: vw..boindvetry.00n: ICC:.ww..ioowre. ' NAIL. SPACING 24.0" TYPE SY42 JOB.L1/U.JUU)-nognoIio cress -UMV1U LUX LUNSIKULI1UN / F Value Set: 13B (Errective 6/1/2013) Top chord 4x2 SP 82 Sot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set -138" uses design values approved 1/30/2013 by ALSC Fasten rated sheathing to one race or this rrome. i 1 T. TYP. -WAVE DESIGN GRIT-FBC20IgRES/TPi•7007 FNRT-129(09MOM THIS OWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. Oerlection meets L/360 live and L/240 total load. Creep Increase Factor For dead load is 1.50. Truss must be Installed as shown with top chord up. Sheathing is required For any longitudinol(drog) Forces. All connections to be designed by the building designer. 0%tl III l l// ji/ PN E. Dq,'i, d 0\ GENS ' OTY- 1 TOTQ 1 eeIMPORTRNTOO FURNISH THIS ORRWINO TO RLL CONTRRCTORS INCLUDING TNTTrvoeseqllrogtre.• oar• 1. robrl-11.g, hoedl leg •hl pppp lng. Igrol l leg end breollaytMlatest •dlrlan of SCSI (Building Cowponenr S5 .19 Infrnctlon, by TPI and VTMr> sa It"* prior to prFr^Ing these Functions. Installers shall proved• rewprarW breeI pr BC INs roMd Othrul N. top Chard shall have p`oporlgg uttaahed struaturel .hoe rAing and taw plI have a p•operlW attached rtgId Ceding. LOOOt TOrs shorn for perncnnr lerrol 0 1 ell hew broole,pI installed per SCSI soot Ions B3, S7 r BIO, o. oppl laebls! RpplfI pint ttruceandpoollonasshownaboveandantheJoentDetolIs, unless noted ethe— so. er to dre l I60R•Z far standard plate pOsl tears. ems ITV BW lding Twpawente Group Inc. shoe) not b• re Ibl• for any deviation fro. it I ral lire to build the buss In oonforronee with TINS PI I, or for handling, shipping, e racinngg or irwses. R 0"] an this 6•ewinrtg or Oliver page Itetltig title drswing, IndIOO1N a0asptafge of pears IlMrtre rsspafMlb111 Ty solelyy rap iM dselgn tdwwlt. TM swltabllltYY and wes or this drs l onu struota•e is the respeMTblIItW of the Owllding Ossiglor pr FMI/TPI I 9eo.2. , Fr nor. Inrernet l an we this job s genrol —to. page and thu• ..b •tto: I ITWOM wry. Itwboo.00w: TPI: www.tolnt.aea: PICA: ww.sbolydus1—can: ICC: —toosefe.E s : TE of l 14eFtIDoe A1:X R-276pir W-16'3" Rigid Surroce) SEO REV. 15.01.01R.04243ML E 384928 0.5217 TC LL TC OL SC OL 8C LL TOT.LO. 125.OpSf 10.OpsF' 5.Opsf 0.OpsF 140.0 sF REF GATE 09-07-2017 ORWG O/R LEN. 160300 OUR.FAC. 1.00 jJ06 #: 170300 SPACING 24.0" ITYPE SY42GRBL Jot) : (1 / u.3uu) -nogno I I o rress -Ur1 V 1 U LU1l UUNS I KUL, I 1 UN / r LJ Valve Set: 13B (Effective 6/1/2013) Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP Dense Struct. 65 Webs 4x2 SP #3 Lumber valve set -138" uses design valves approved 1/30/2013 by RLSC 1-- 2' 6 " --I TK15 UWU. PRLPKRLU dY IKt KLPINL JVU UtSlUNtK PKUUKKM t•KUM IKUbb MFK b LKTUUI RII plates ore 4X6 except as noted. t 2x6 continuous strongback. See detoil STRBRIBRI014 For bracing and bridging recommendations. DeFlection meets L/360 live and L/240 total load. Creep increase Factor For dead load is 1.50. Truss must be Installed as shown with top chord up. I-4'1"a -1 L'9"12 9'1"8 11-12 6'7"8 011 5 (R) II p A L _ II 2X4 (R) 4 22'8" R-1244# W-5" R-3175# W-5" R-1995# W-5" Rigid SurFoce) (Rigid Surfoce) (Rigid Surfoce) yPN E D,.y SEO 384939 PLT. TYP.-WAVE OESIGNCRIT-FK201VRES/TPI-2007FT/RT-12/f0Y)/10(01 OTY- 11 TOIZL- REV. 15.01.01R.042"roCILE-0.3740 @*WARNING199 READ AD F9L/! IMPORTANT!/ FURNISH THIS DRAWING TO ALL CONTRACTORSALL NOTESNINCLUDINGISDRAT I ERB. .* s T C LL 125 , O p sf REF Trusses ropulr. •..t— p" In robrrloating, hordling •hlpp0.9, IMt.I IIn and brOal a and TC OL 1 O . OpSFfellowthelatestedltl— of /CSI (lullding CMpor•nt S;P.fy Information, by TPI and VTC for w y DATE 09-07-2017 prootlo.s prier to pee fon.ing thee* Furotions. In.tolI•r- sM11 prow 1d. t.^perali blooI p•' /+ Unl•aa noted Oth.rVlw, top dlgrd dull hew. prepsrly affeoh•d etr piurol sheathing and 75 . O Sr hallhowoprep.rly attached r'Igld esl ling, boot Ttlro sfu.n for psrnonsnt to fsrol w s 8C, OL 1"f QRWG ho11hewbroelnnppInstalledperSCSIsections63, BMW g10, o. oppi loobl.. fipplN plat '-4 os O r or true- end position as shown above and on the Joint Oetolle, unl.-- noted oth•rw1...kTE OF 0. O P S F R.r.r to dt-OVI 160R-Z for standard plot• po-1 lions. : et ILL r IN lding ogen..t- Group Ins. -boll not M • Ibl. for ary d.v lotlen frM ihi I ny IT" l.wv to build the fru-e In oonferpnw uifh RNS /TPI 1, r for -handling, .hl In +moo e1 0/ R LEN. 220800 6reeingortrwe.... ^g. PP 1. '+ A^ 4 R,O `` TOT . LO. 140. O SF R sw an this droYtnngs or wvw page looting this drawing, Indicate- 000eptonee of prat f, en/ onsrlrp rwppleibillfy wl-ly ter the design eheYn. Ihs sVltsbilltyy and ens of Mio dro _( N dl R.\% OUR. FRC . 1 .00 JOB 4: 170300 s^ yotrV-tvre osihe rvsponsobolity of the lYlldong Oosogner per 1I11/TPI 1 leo.2. V.`A•For pre 11.forpflM ... this Job . g.n.rol net.. page and the.. .b .It..: i V' NA v SPRC ING 24.0TYPE SY42 ITVSCG:v,.auubeg.ea.: TPI: uw.tpin-t.org: TCA: uw..bol try.aM: 10C: uw.leowf.. I. III Is slit% r00 • I I UODUJ-1109n0 11 0 rre55 -Un v 1 u L UA I..UIVA I nyf.. 1 tyly / r L.0 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP Dense Struct. 65 :B2 4x2 SP 112: Webs 4x2 SP #3 :W3 4x2 SP 1112: Lumber value set "138- uses design values approved 1/30/2013 bV ALSC I-- 2'6' --{ 16' R-2510# W-4- R i g i d SurFoce) IKIJ UMU. rKtrnKtU Or IKt KLr1Nt JUO Utb1UNLK VKUUKKn tKUn IKUbb nI-X b LKTUUI RII plates are 6XB(R) except as noted. 2x6 continuous strongbock. See detoll STRBRIBR1014 For bracing and bridging recommendations. Deflection Tweets L/360 live and L/240 total load. Creep increase Factor For dead load is 1.50. Truss must be installed as shown with top chord up. 2'2. .......... R-251011 W-5" Rigid Surface) llllilllf/ff 11 p N E. D,gti ii Q. G E V, F i SEO = 384944 PLT. TYP.-WAVE OESIGNCRIT-W201eRES/TPI.2007FURT-121COS la(o) OTY- 9 TOTI;e- 9 r REV. 15.01.01A.042tSCFr-E-0.4666 11116WARNING199 FOLLOW L N N W seINPORTANTIle FURNISH THIS RRVINO TO ALL CONTRACTORS INCLUDING TINWISERS. T C L L 125. O ps F REF Trves. Oyulrn e„trMe OOrn In fObrlgating. hendll.y •hlppIna. IM t0111nq and br001 O and Celle, the lete•t edltlen or SCSI (eullding CewI-n t Sef•ty Inforrotlan, by rvi O.d VTC for -af y pprr prior to perforwing these Cvrotlons. Indollers shall tewp&rory brace SC91 TC OL 10 . Opsf DATE 09'07'2017 1: tlo.. proved• p•r Nips rof•It ot1w Wes, top &herd •hell have properlyy aItaoh•d-trueturel •h•ath,ng and ten Idnll hove & proper lV otfaghed rI ld gel l ing. looetrorn ahe.n for perwen•nt la tarsi rn• In} • have Rpplp BC DL 5 O p s r DRWG hellbroolnpIMtolledperSCSI •eetlaro 03, 87 er 610, a• applicable. plot tQ"h &• oC truss and pose lon as shel,n above and an the Joint 00.1In. ynlees rated othery N. 0 f+ R. C— to dro.lnR lOpR•2 Cor standard plots pwltlorn. ITV Building Zo.pornnte Graq Ira. .hell net be re IbN far .. devletlen frees the o felllere to b,.11d the trw• In eenforronoe rIth IVIS 1 1, a fw hendling, -hipping. o BC L L O . O S pf+ acing of try--.. ( R eh on this droVl wI8 ar aavr peg• Ilsting this drawing, tldleatM aaeptw Of pre/' Ip11M- rlfg rspweelblllfy sa1e1V for the dselgn shoes. The owlteblIItyy and Ise of thle dro _( far any etryatvs Is the respaMlbl l ItV of the Sul lding 0eslgrnr psr RNSI/Vt I Sw.2. V-( o` Qd ` N e ` TOT . LD. 1 4O . O SC O/R LEN. 180200 OUR . FRC C. 1.00 JOB # ' 170300 For — Inforwot,on -se thI- dab - g..roe rota p.9. end•th.ee b site-: v I TYBCfi: .nw.. It„bog.gow: iFl: wv.tpl rnt.org: VTCR: wu. WolnllYOtry.een: I«: .ww,.laa.a N „ SPACING 24.0" TYPE SY42 Job : L 1 /UJUUJ -nogno I i o cress -UMV 1 U LUX L UNb I KUL, I LUIV / h Valve Set: 138 (Errective 6/L/20L3) Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP Dense Struct. 65 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC i'2'6" THL5 UWG. PREPHREU BY THE RLPINE JUB UE5IGNER PRUGRRM FRUM TRU55 MFR'5 LHYUUT See detoll STRBRIBR1014 for brocing and bridging recommendations. Oerlection meets L/360 live and L/240 total load. Creep increase factor For dead load is 1.50. Truss must be installed as shown With top chord up. 514"8 1181, 4.1"8 1114X6 (R) 2 4X6 =3X4 1112X4 =4X6 104X6 (R IM 5X6 =3X4 102X4 =4X6 -5X6 ll'2" R-15300 W-5" Rigid Surrace) T. TYP. -WAVE DESIGN CRIT-FK201eRES/TP14007 FT/RT.121(OW10(0) etWARRIG1*9 READ AND FO d6IMPORTANTes FURNISH THIS DRAWING TO 11111111111j.,1, P N E. DAIY t_XOTY- 8 TOTf`= 8 i REV. 1`. TORE INCLUDING T I ERS. TC LL TAN••• r.arlro •.fNN oarY In fobr'Iwtlr,g, hondll„6 MI Ing, In•tallln l er,d br001 o and I low the letwt .dltlan of SCSI (Bulldlrg Co•pon•nt Softy Inferrof ion, by TPI and VTC ,— •ei ty ,r T C DL y tlwe proof to p•rfarning th... fuotl n.. Instell•rs •poll provide t•nporary EraaI per BCA I\Most Iwo rated otherwles, top chord shoal have properly ettooh.d stnwtu•al elnwthlny and toallhowaproperlyottaaMdrlglda.I ling. Local ane shown for perronent lateral w In be O BC OL ell have brool Installed per SCSI wot,on. 63, 87 or 810. as applicable. Rppllt plot td' J, a. p rrute and position as ehaw, above and a, the Jont a•telle, unless noted othem so. fr 1e drevl ISOA-z for standard plat• pwnlorr. S : BC LL INBv1ldlnonpaNnt• Group Ire. .hall rat b• •eponelbl. far any d.v lot ion rro. thle e y fells• to build the Ir— In oenrorroro. wlih ANS /TPI I, ar far hendling, .hipping, o ` braalrg ar this dr Pa ng ca ` a 1Od ` TOT. LO . R ew en this b'eV lnigB Or wvr listing this drawing. Indlwiss o ieroe Or Or wglnea' II iv.paa1b111TW wl.lyY for the design shown. the ewlfabllwe of this dro MNO r any etryehAe I. the reepasibilltW or the 6ltyy bnd wilding 0eeigmw perWWI1600.2. s G DUR.FAC. For mar. Infernal len ... thle job • gg••Mrol natty egg•• and thew we .Its.% 4 IT116CG: ww.ltwbog.00n: TPI: ww.tp,n.I.Rww. t.": YT: ebryCC: evn&%t.eaw: (ww.laoear ` SPACINGX4 (R) 1112X4 R-1530p W- 5" Rigid Surroce) btu rs 01.01A. 04216LFILE J/ bJGJ 0. 7591 125.OpSf REF 10. OPSF 5. OpSF 0.OPSF 140.0 SF DATE 09-07- 2017 ORWG O/ A LEN. 110200 1. 00 JOB # : 170300 24.0" TYPE SY42 Job: (1/U:JUUJ -MagnoIio cress -UMVIU GUX GUNSIKUGIILIN / 1- Value Set: 138 (EFrective 6/1/2013) Top chord 4x2 SP Dense Strvct. 65 Sot chord 4x2 SP Dense Strvct. 65 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Oerlectlon meets L/360 live and L/240 total load. Creep increase factor for dead load Is 1.50. Truss must be Installed as shown with top chord up. 2'10"8 I,4" 1'7"B a3X4 -3X4 1112X4 1113X4 (R) e) 1111111ff// E. 0,4 y iiENSF 4- SEO 379326 PLT. TYP. -WAVE OESIGN CRIT-FOU01aRES/TPl-2W7 FT/RT-l2:(0r)/l0(0) OTY- 4 TOTF$= REV. 15.01 . 01A . 0421SCR—E -1 .4532 t• N •• READ ANDFOLLOW ALL NOTES ON TH W atIMPORTANTse FURNIBN THIS DRAWING TO ALL CONTRRCTORS INCLUDING TINWISERS. T C L L 125. O p s F REF ORTE 09-07-2017 TruseeeerT,rlrn e.free,e care In rabrlsetleg, hoedlleg .hlppppl,tg, Irntelllrq end brow o and ratlwthelatesteditionorSCSI (9Vlldleg Ca.ponee,t SoIi.ty 7nrorwotlen, NIP[ and VTr ror ty pprroot, ses to these r,/,atlOns. Instal lera ,hall pravlde Ienpo to, 01 TC OL 1 O . OpsF prlor perra,.InS — per lh, lpe noted othe lse, top almrd dell have preperIV9 effeehed et rueturel ehseihln and ten d, ol l hove a properly et teehed rlg ld wl l l Leeer Tern ehea, ref p.rronenl leler$I me II,j dvall how. broeleg.RInstalled 9C51 ..all rn 03, O7 O10. Reply t =, ttm BC OL 5 . OpSF ORWG per a• oe opplloable. plot o. orMovesendpoollonasshove, above and on the Joint petal Is. unloose roved e1h.r„T.e. S RerrtodrawlISM-Z for .tandord plots poet 'Ions. e1 e 0 1ECFBC L L O O S F TV Balldln0 owponenb Graup Inc. abseil rot be re—11,11. ref eeyl d.vletlen frow tM /e / p O/ A LEN. 51000 ey ral I— to build rho 1— In aanrynena. ,th ANSI/TPI 1, er rarT.-it N. .hlppug, t1 a x I: oole. 1 or trwe.e.. T- n %* R see an this drawl or eevr peOe 1lstlfg this 6V111eg, Indloetp 44INDI ,roe Or prof vg, nsrltlg ro.pern lblll y solely ror the design sheen. The ewltobll llY and ws Or iMe rte _( P Od ` ` R - 00000 TOT . L0. 1 4O . O SF OUR. FAC . 1.00 J06 # • 1 70300 tervyetrwotyrnletheresporolbllltVortheOwlldingOselOrnrperANSI/TPI 1 O.o.2. V('' Fr wore Inrorrollan see the Job a gencrol at.. po9e and these ..b ..is.: S SPACING 24.0" TYPE SY42 ITYBCYr: ww.Itwpog.ea.: iPl: ww.lplrnt.arS: YTCR: uvu.sbale,d,.try.aan: ICC: ww.Ioa... N L` ` fills 5.eatt1 410 Job : (1 /UJUU) -Mogno I l o mess -UHV lU L:UX L;UNb l F(L1U I lUN / F L 1 1 Value Set: 138 (Errective 6/1/2013) Top chord 4x2 SP #2 Bat chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by RLSC Sheathing Is required For an Iongltudinol(drog) Forces. All connections to be designed by the building designer. T 1 22'8" THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. See detoll STRBRIBR1014 For brocing and bridging recommendations. Derlectlon meets L/360 live and L/240 total load. Creep Increase Factor For dead load Is 1.50. Truss must be Installed as shown with top chord up. Fasten rated sheathing to one face or this Frome. R-274p1F W-22'3" RI .d Surroce) R-178# W-5" Rigid Surroce) E. 04, iti CEN94NS i SEO 384947 PLT. TYP.-WRVE OESIGNCRIT.F8CZ01YRfs/TPI-z007FT/R7.lzrco:liloca OTY- 1 TOTf`= 1 o REV. 15.01.O1FI.042lSCFTCE =0.3740 411V N N •• READ RNOL N N Vq0WasIMPORTRNTatFURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTItIAEAS. a T C LL 1 2 5. 0 p s f REF Trues.. r.wiro ...t.... oar. In febrloall,.g, hondl I- .hipp Ing, .n.tal I1,7 and broo. o and follw the lor•at edition or SCSI (Building Cawponent gef•rg InFar—tion. bV 7P1 and Nara, witty . TC OL 1 • OpSF OFITE 09-07-2017prll«s prior to perforw.ng these functions. Instellere shall provide t.wparary b'eol per SCA F a.l«. rot.d ot ly , rap chord stall have properlg ottoohed strwturol sheathing and ran em BC OL 5 . OpSfsteellheweIotraGMdN .d «III hoot Toro shown for ,,n loterol « . e DRWG shop hove brool installed per SCSI swtions 63, S7 ar BIG, ee less wbl.. Apply plotli r os O of trwas and poll Ion o. shown above and on the Joint Getelle, unless rot.d othervT«.kTE 0. 0 SR•r,— to trove. ISGR-Z for standard plat. p«Ir lens. S : BC LLOP SFBwlidingo.,_,. Group Imo. .boll rot bs • lbl• for ong devlellon frees rM 1' f+ r.y Follu•• tt build the tress. In oonforwero• with IN$ /TPI 1, er Far ho.dling, eh.;.4 tt fo I4 P TOT . LD. 140. Sracingofrrw.«e. 1 n tip: 1Qd `O/R LEN. 220800 A sse an this drool or cover page Itstir.g this drowing, indlwtes ewpNroe of profs yJM•.ea R englnear ins reepa.etbl l i V esl.1V for the design GI WA . The ewlrab.l Ity and wee or this dreYl/p. _( gg 0* ` OUR. FRC . 1.00 JOB # • 170300foronVetrwotvroietherseponsibilitVoftheewlld.ng Geetgnor per AI/VI t gw.2. For wore Inforwatlon ... this Job a ggssnsroi not« paJe and these .b e. HH % I TVSCG: ww..t.bog,—: TPI: www.tplrot.org: YTCR: www.sbolnd,et.hJ.00.a ICC: ww.loew . , NAI. `` SPRCING 24.0" TYPE SY42GA8 lteaeti{ Job: (1 /U3UU) -Mogno I i a tress -LIHV lU GUX GUN51 KUG 1 lUN / h Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bo chord 4x2 SP Dense Struct. 65 Webs 4x2 SP s3 :W4, W3 4x2 SP t12: Lumber value set "138" uses design values approved 1/30/2013 by RLSC F— I -8' --{ THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 4X6(R) except as noted. 2x6 continuous strongbock. See detail STRBRIBRI0I4 ror bracing and bridging recommendations. Deflection meets L/360 live and L/240 total load. Creep increase Factor for dead load is 1.50. Truss must be installed as shown With top chord up. 193XS M3X5 (R) 1113X5 i .. . . . ... ..-wool-.... ...1-.....I-...t.l_... ill Ijll'I Ijll'I I11 i4li j11iIjll'I Ijll'I : 1IIIIi!®`i,hl-IIIi IIIIOWN 1, h1 lIli! IIIII, I11111,1 IIIIIAI1I( Fine nu 1,;A ail! 41f i-...... ..... __...-... 1-I..1_I.1-..._..I1-...I...II.Te...._...........11-.... r: e..._.u.u uuu uu un uu......_ u..u u..r_uua uuu uw I 2X4 ( R) R- 2801a W-S" R-26011$ W-S" Rigid Surrace) (Rigid Surroce) Nlk PN E. S4e SEO - 379384 PLT. TYP.-WAVE GESIGNCRIT-FIX201oRES/TPI-2007FURT-12SMSMOcm OTY- 3 TOT3 X j REV. 15.01.01R.0421SCFILE-0.4186 9IMPORTANT.. FURNIBN TNI GRAVING TD AND OALLOWCONTRACTOR8INCLNOTESONLUDINGTItIAERB. .. s T C LL 125. O P S F' REF Trvss.. wo— .. t.... care In rob'looting, hondl lry kwlpp Ing, Instal llnq and braol o and fol I— the Iefeer oditlon of gC51 (.w.I ldlewg Ce.penent Safety 1der.ot ion, by TvI aid VTr2f. - se ( pproroetle.s prior to perfxn.ng ih..e rwroflan.. Ins,. lore shall provide te.porory broeI pe' y TC OL 10 OpSf ORTE 09'07-2017 liwl... rot. d otl=; top chord eholl haw. proper) attached etrwturol eh.ething ens ten e 5 . 0 sr shoe rowaproperlyetteeh.d r.Rld eel)Ingo werpons .h*r ra- per-nen lot.rol es in e e BC OL P ORWG hall howbrwlo.pp .enrolled psr CSI swtla.V g3, g7 or BID, os oppllwble. cr,;y plat t lw o. 0 of trwnsandp..Iilon as shoan above and on the Joint O.tal Is. wiles. noted all—...ST PATE OF 0 O S R.rrtoA-evI 160R-Z far eteneero plate p..Itleeis. ` BC LL OP SF Bu lldinso.penent. Graup Ina. .hell rot b. • orn.bl. for any deviation fro. +hi I faller. to b.I I the truss In eonfor.aroe ul th iW51/TPI 1, or for hendl lnB, .hlppin5, a Tor . L o . 1 4 0 . 0 S F' ooleg ortrwn.... ,Q `` 0/R LEN. 200300 A e.. a. MIO drool a• oo r page listing this drowns, Indlwtes soosptonee of proN R f Inssr• r f yswlelyy rar the design shown. The wltab.l IrYY ass w, a er this dra _A «eo ` OUR. FRC . 1.00 JOB # ' 170300 ay eponsibliltyortheOvild.ng Oeslgtw• per RN9I/M 1 $w.2. For — lnfor. otlan ... this Job s Igr.l—Inotes po oed the.. wb suss: v G I TWSM: uuw,. itubag.aan: IN: wu.lp.net.erg: LTCR: wu..bo.ewdw'i.try.ow: ICc: Caere,ww,.I. N ,.` ` SPACING 24.0" TYPE SY42 JJVU • ( i i vovU) -1 lU9no I I U mess -unv a U L.Un L,vlvo I nUL, I 1yIv / r Uco Valve Set: 138 (Errective 6/1/2013) Top chord 4x2 SP u2 Sot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 bg ALSC Sheathing is required for any longitudinal(drog) rorces. All connections to be designed bg the building designer. PLT. TYP. -WAVE DESIGN CRIT-FK201eRES/TPI.2007 FT/RT-127(0D/10(0) OTY= 1 T In1J UVU. l-Ktt-MKtlJ oT Inc nLrINt JUo UtJIUntK rKUUKttn rKUn IKU" nrK , LKTUUI All plates are 2X4 except as noted. See detail STRBRIBR1014 For bracing and bridging recommendations. Oerlect( on meets L/360 live and L/240 total load. Creep Increase Factor ror dead lood is 1.50. Truss must be installed as shown with top chord up. Fasten rated sheathing to one race or this rrome. Trusees ewlro extreme sera in fabricating, hondlingshopppping, Inatalling and braoi Ip, the lotest edition of SCSI (eutldln Competent So ety Infrmotion, by TPI and VTC fa alloee prior to perrxning those runotlons. Installers shall provide temporary brooI pe see noted oth—lee, top chord shall have properlyg otteohed •iruo carol eheothln end to II how o properly attached tgid soiling. Leastram shown far permanent lateral ref In II how bracing Installed par SCSI eeotiono e3, 67 r e10, os oppllooble. Apply pat td truss andpoelTionaeshownaboveandontheJointDotalls, unless noted athervToe. r to drool t -2 for standard plots pall Bono.410 ITV Bvllding op-1. Group Ina. shall nol be ro onaibl• Car one dew .1lon from thlo roilure to build the truce in conformance with RN51/TPI 1, or far handling, shipping, sal J Jg ortrusses. A seslonthisdlMwingoroovr page listing this drowing, Indlootes tiocepta110e or profet! lnsring raspelailbl I W sole) far the design shsVt. The svl tebi114end use or this dMJ WV structure Isthereopen* Ill I11V of the Building Designer perRN91/TPI 1 6eo.2. For mrs Information sea this Job • general notes page and these web ettes: ITVBCG: vw.11wbog. oio: TPI: ww.tpinat.erg: VIM vw.ebolnda1ry.oen: ICC: vw.Ie, kPr1 E 0. 4 Z TIC LL TIC OL e BC OL F BC LL _ C R p' ` TOT . LO. NA4 OUR. FRIC, SPRCING R-274pir w- 19'!0" Rigid Surroce) R- 17811 W- 5" Rigid Surroce) SEO 01.018. 042L6CALE 384936 0.4186 125. OpSf 10. OPSF S . OPSF 0. OPSF 140. 0 SF REF DATE 09- 07- 2017 ORwG O/R LEN. 200300 1.00 JOB # : 170300 24•0" TYPE SY42GRBL 50'2' I reb.703.2015 04:20 PM KEVIN'S GLASS AND MIRROR 321 363 3630 PAGE. 1/ 2 1/ FlaidiCiepanmem-f eCtS Home I Loy to ! urvr RepMtrotbn I Mot Toplpr I abbmrt Surdiarge I arat a Farb I Publ meons I FOC Stsff I SCIS Site M&p I Unks 544r{n I 6us'nes ; , vaProess' I IQI 1RtR: Public user Regulation ro0url Annrowr M,.no > t•mdu er Ano•mllen inAg p eno Linn art > Apriketlon Dmma OFFICEFL0FL14938 APPkatlon Type New Cade VersiApplication S 2010 Approved COPYADDAtationStatusApproved Corrrrrents Archived i..i Product Manufacturer TRUUTE GLASS a ALUMINUM SOLUTIONS AddreWPhone/Etter 10200 NW 67th St Tanerac, FL 33321 ROD) 4-42I1, 112 EYt 1167 bdeato@truate. com Authorized Slgnalum Bong Deato bdeatoOtrullte. com Technical Representative Bong Deato AddresrJPhone/ Ermll B00 Fairway Drive Suite 210 Deerfield Beach, FL 33441 1800) 622-9112 bdeato® tndite.com Quality Assurance Representative Address/ Phone/Emall Category Panel Wab Subcategory storefronts Cgrr" ance Method evakiation Report from Florida Registered Architect or Lkennsed Florida Professional Engineer Cl Evaluation Report - Hardcopy Received Fonda C-rlgineer or Architect Nang who developed the Lewis A. Waldrop, P.E. Evaluation Report Florida License PE-219S9 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 01/03/2023 Validated By Steven M. Urich, PE i.- 1 VaNatlon Checldlst - Hardcopy Received Certificate of Independence F 14939 Fto COI : 4SQ Stomfront-Sunoortlna,Letters.odf Referenced Standard and Year (of Standard) fitamim Year ASTM E1300 2004 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Eeulvalence of Product Standards Certlfled By Sections from the Code PmAwt annmuat ~i.nrr Mothm 1 nrJlnn IN eb.0*3.2015 04:20 PM KEVIN'S GLASS AND MIRROR 321 363 3630 PAGE. 2/ 2 wu„ nyyru•ur ,,-.-„w •ram. ry • vy,rvr, r• Cate Subtrdtted 10/Z5/2011 Date Validated 01/16/2012 Date Pending FBC Approval 01/31/2012 Cate Approved 04/03/2022 SUMMOW of PMdaacis Number or Imnle DescriptionFL +1i 14938.1 FCG4WRAMING SYSTEM 1-3/4' x 4-1/2' STOREFRONT SYSTEM WITH 1/4' TEMPERED GLASS - WITH a WITHOUT STEEL REINFORCEMENT, Urnks of Use Atata atlon Leobsacuons Approved for we InMVHZ:No FL14930 RO 11 TrvMelantWc?L- G4S0-Pmducgprawh-mc.odf Approved for use *aEblde HVIIZI Yes VelVied By: National Certlfitd Testing Laboratories -York bripect geNstsnts No Created by Independent Third Petty: Yes Deslgn pressure: +50/-50 Evahratlon Rspoeto Other: FL14938 RO AF T ,Nt esistor.POSMRvahmt:OnBglgrt.ndt Created by Independent Third Party: Yes 14938,2 7 3-ING SYSTEM 2' x 4-1/2' STOREFRONT SYSTEM WITH 1' TEMPERED INSULATING GLASS- WITM 9 WITHOUr STEEL REINFORCEMENT. Umits of use blstaMtlon Ermbeactions Approved fiprwe In MVHZ No EL14938 RO 11 T din caste er- -dra-ProdL tpMwinne.rs:. Approved for me outside lrVNZ: Yes Verified by: Arrhkectural Testing; Inc, (Atlanta, GA) Impact Resistant: No Created by Independent Third Party: Yes Design pressure: +60/-60 Evaluation Reports Other. F1-14938 RD AF 1WIlteResLSlor-CG4S1-EvaluatienRr12ort.ndt Created by Independent Third Poky: Yes LaataQ lie :: 191d IrerMi Menme gr,..r. T#Mnhasz a R22399 Phone: ON2,487-1824 The stet# of Wilda If an AA/gW employer. t((Ornont 7eeT.fmO t•mt! of ones :: Palley :: Amaeialiib Sratement :: gyfyp Under norlds low4 ema0 addresses am puapc record#. If you do not tent your a-maa address released In response to a,publlONoofdr mbuast, do not #tl hd Iecfronlc meal to tliis entity. Insteod, contoa the offke by phone or by tradillonal mac, It you have any 9imetlow, please Contact 830.40y,129S.-punvsnt m section 4S5,275t1I, Florida Statutes, effective Odaber 1, 2012, ilearisea# acenmil under Chapter 455. F.S. must provfdo the Department vein *n ernau oddress it they have one. The emails provided may be used for official OWMURIC#uoll elh the beense4. Hovnveremed addm##ee am public mmrd, If you do not wan to Supply a personal address, pleas* provide the bepertment Wlh on erred address nlii(n Gin be made available t9 the public. To det#nrrine It you am a Gran#e# under Chapter ess, F.S., please dict bera.. product Approval Aodeptni W®E C.rudit C 1 jai j Glass & Aluminum Solution, LLC NOTICE OF ACCEffA=,;,EVIDENCE SUBMITTSP A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. AD-12-53, titled "NS-2200 Series Alum Outswing Door w/wo Transom -Non - Impact", sheets I through 9 of 9, dated RUN 27, 2013, prepared, signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 (Not perforined) 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an outswing,ahuninum entrance door w/wo Transoms, prepared by Architectural Testing, Test Report No(s). C0566.01-550- 18, dated 12/19/12, C0566.01-550-18, dated 12/21/12 and C0566.03-550-18, dated 01/04/13, all signed and sealed by Vinu Abraham, P.E. Note: The above test reports have addendum letter dated April 19, 2013, issued by Architectural Testing lab, signed and sealed by Vinu Abraham, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC2010, prepared by MCY Engineering, Inc., dated JAN 25, 2013, signed and sealed by Yiping Wang, Y.E. 2. Glazing complies w/ ASTMF.-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tecluiical cut sheet of EPDM glazing gasket compliance per ASTMC-864 issued to Teremco, Inc by Excel Polymers, LLC (Development Lab). 2. Technical cut sheet of EPDM glazing gasket compliance per ASTMC-864 issued by Glazing Rubber Products Inc. F. STATEMENTS 1. Statement letter of conformance and no financial interest, prepared by MCY Engineering, Inc., dated JAN 14, 2013, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab compliance, part of above referenced test reports. G. OTHER 1. Test Proposal # 12-0759 dated June 05, 2012, issued by PERA. Ishny 1. Chanda, P.E. Product Control Examiner NOA No.12-0627.08 Expiration Date: July 2S, 2018 Approval Date: July 25, 2013 E-1 TT /OT *ZDVd OE9C E9E TZE U01MIN arra SSVrtD S,iszAaX Wd ZV:EO ST0Z"E0'Ra3 t1•IiAMI-DARE COUN1Y PRODUCT CONTROL SECTION 1 J 805 SW 26 street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINIsrRATION DIVISION T (786) 315-2S90 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) v v v.roiamlt ade.eov/ecanomv Trulite Glass & Aluminum Solution, LLC 800 Fairway Drive, Suite 0 200 Deerfield Beach, F1, 33441 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been rovie%vcd and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having jurisdiction (AHR). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section L Miami Dade County) and/or the AHI (in areas odner than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufachmer will incur the expense of such testing and the AHR may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptauce, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hight Velocity Hurricane Zone. DESCRIPTION: "NS 200 Series" Outswing Aluminum Entrance Door w/wo Transom -- N.Y. APPROVAL DOCUMENT: Drawing No. AA-112-53, titled "NS-200 Series Alum Outswing Door w/wo Transom- Non-hnpact", sheets I through 9 of 9, dated RUN 27, 2013, prepared, signed and sealed by Yiping Wang, P.E., beating the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -bade County Product Control Section. MISSILE IMPACT RATING: None, approved Hurricane Protection Devices, complying w/ FBC required Limitation: 1. See applicable Door Design Pressure & hardware options in sheets 6, 2. See applicable Door w/ Transom's Design Pressure & hardware options in sheets 2. 3. Max. 41-1/2" transom is applicable with door height=84" max and lock option 1, see sheet 2, 4. Mid -Rail option when used, is limited to DP= +/-40 PSF. LABELING: Each unit shall boar a permanent label with the manufactu ees name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perforinance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tesinivation and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. lfany portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA consists of this page t and evidence pages Fri, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No.12-0627.08 t IAMMMoe CovNry Fxptratloii Date: July 2S, 20113 Approval Date: July 25, 2013 Page 1 bt13 IT /IT OE9E E9E TZE UOUHIN (INV SSVID S,NIA3X wa Zb:EO STOZ-Eo-q93 O cn ko cn cn cn r-I N cn Ln r-N O N Ch O A Ol 44 lTrulite. tlOommoYgQMA"m I0flW1DBFX1%FLSW$ NS zoo SERM ALUM OUTSWM DOORS w WO TRAII90N QN171AM8 10i1 W!<IL 311R i70FtT1alp f/tapl l6ay OI1TSifINO POOR 7Y`( WTI ID I DOUBLE ODOR J OPENIIip M aPn _ t c>E 8"mx w LUCK 4 OPr1ON 1 6p p&F OR OPENYiw_TpTN 1 • Iw, lox. DE31AN LOAD 0 t ; um TYPICALR IOR EL T x0 P8f L TYPICAL ION 2 EXTERIOR ELEVATION SERIES WD PiD"PACT DOOR ts0 ref Gv TWOFRooLHcr Nw eEEn oEeIDNED AN TOM TO a gooORYxD BLtdsd By o1HEN6. Host BE ANdaReo AN Pitaets .IW1$710Q a T. aP•• CWOLY WITH rA REOUIRBlTlTB OF THE iLWWA PAOPOEY TO TWOFER LWm 10 THE 6TIRtCM. MUMREOD[REUENTS 10 1!E AEYtEI1E0 SY EIILDIIIS T4ILDIIB3 COOP 2010 tDITION INOLWINB HION OFFMA4. MACITY 1OAiRICAIE 2" owl. NOW SWILL BE AS LISTED, SPACED A6 SNORR al rgo= ooHn6ol Nrt110rJ DOOMS ARE RATIO NON•INPACT. INBTALlATIOII Of TN[d DETAILS. ANCHORS E191N81f TO BASE WTERM SWLL 8E BEYOND IL LL C6ECTIRB O.1 6TLKNCo. MIS YJd7 8E AtlTALLEO A7 LOCARONS 1S THE HYHI ARIA REWFOAL R88 TIE USE CP FROTEOTED BY AN WEIIRVIS MUM ORITERIA AB A" WVEPRMW7 9HSIREIR al EXTERNAL PROTECTION DEYICE8 ANppT OR LOODUO C=ITt= NOT OWN IN PER tLUXTRATIM ASOYE 06 IN NO11•NAEITME AREAS IREHE W1T& INFILTRATION t6 ACCEPTATLE. COMMV® C01/IYINS WITH INHLi RECLRREIEIRS. THEN DETAJIS ARE IDT PART OF IRIS APPROVAL. IINTALLATION OF THIS SWO 01ASIDE THE MW AREA A LOM OURATION INCREASE 18 USED t6 CEM6N OF 11"Va - I A6M f\ Li IBRiT LEFT THE APPLICABLE REOUIREiVJdTB FtiR IRNO ANCMS AIM t= a1LT. 8018E DEBRIS FRDTECTICN. INTeRl" INCIADINB WT NOT LIBtTED TO p 6F i DOW NOT RATO IN MTER INFILTRATION. OUST BE STEELINETAL 6CRM, THAT CODE 1410 CONTACT TRTN IICTALL90 AT LOCATIONS RMIXTED 8Y A MOM 0THM DISpYILAR MATERIALS IoL U IEET THE R METING CRITiRIA A8 m ALDSTRATION ON THE RIGHT REWIMORTS OF S010 ROMA SM. COOS OWT90N OF INIB SHEET OR IN 10-KOSITAKE AWM WERE 2000.8.4., 2411.3.3.0 6 ZM. EXT IO AL ma Wlelt TWILT11ATtm t8 ADCEPTAKE. Oi-ll-H 1 QF 9 ono AOI3 1 00 W a A U1 r-I O N M O A N W a MAX. _ T' fRAAlEWg7F! T114" wx FRAME WIDTH I , MAX 4oTrulite QtlI.YYleYrelU' t MA7L'fVP. 21•NtUC L4. r17>'11tRNA'fOUV6 t#Irm ocswaneswcR wlt E1.D6 FROL1 wwoos+mle e rslsat N,,• l 6 Much NS 200 SERI£S ALUM OUTSMNG DOORS W T A PACT) CY12 R1 l._..= L Mr 1 l LIA e AK mm WAD OPTi0i1 1 1LOt crm I SNINO SIMILE DOOR ± a IOOt 01111N f OPTi001 P a97LE T son= d eD YCYlMOrIWAManIELATIONOWBIOIELEtAALRDOOLCRLTIWf r01 tw UI AMI, b.JIM It yJ ya 41ME Ow.aaia sssapo It u rlWD7H 24•(MICYYP: 24EbUCTYPLe A V i 1 t JUN372c SAXI 96-1 LE11f WIDZM • .. lB4FWDTlt y m 101=I0 DOOR WITH 7RA169011 1U LOOK OPTION 1 (SEE SIEET 91 I © L18 Lt(G1Aft) IVFr+M LMA1M TYPICAL EXTERIOR ELEVATION NNW( MAX 0p ctjlo lewt. ti3lOL m L rls» 1• re a o 40 pw 1 titaciPnai t 40 PSI 1 laa°nex° LL t 0 PSF40PW OPfiOX 8 _ PS* 0 OPTION 4 40 PW wmbA.L Now no OUTOWNO SINGLE DOOR WEIR TRANSOM WTSOINS SIR9LE DOOR 1TITN TRANSOM aaD aab-1 2 OF 9 m ELEVATION TOt 74 0 LIl H O N M O A a1 44 EXT. yv w wao 2 2 1 t4• aL titea oFrA,i irs• Hoop a¢ruL GlAS9 TYPEA T "A+ lVa = W mn qua ea• cvoul TtO GUIItp OITA% GLASS TYPF 0 ZL ur w a EXT. tp 1' NNULAI 4 w- m mkk ohm DTE C 0 eLAnUe NAIL N21§: elALteCeIYL.Y lYRtl AtTY ( Za TYP(CALANCHORS: SEE am Fan sPACINB 4Trulite 1/4' CIA. %,TAAGON (Fu-1T7ksi FV-120ks() mamAoswtasm OR 1/4' CIA. TAPODII (FU-12MMt Py-Okei) THIN %SY OR 2BY wOD BUCKS INTo WAONRY OR GONG. 1.1/4• UIM. EMBED INTO W SONRY OR CONC. 1-1/2' NON. ENDED INTO PY MOOD ITtigIS oR am 9TINICTURAL 030FAMMYCRPASAPUD oetwne estAatRsw4t rt lo4.af aaa mum as 200 walls114' OIA. ULTRAOON (FL-IT7ke1 Fy-120kai) 09 1/4' DIA. T090 (Ftr120ks1 "2kel) ALUM 0VT$ G oIRECTLY IITTO IMMAY OR CONCRETE Dom 1.114' MIN. BRED INTO CONd1.TE OM7RAMMM 114' TE13 OR SELF DRILLING SCREWS (ORAOE a F0-t2oksi FywlVmi) INTO 1ETAL bSRUCTUREB STEEL : t/9' MIN. THIC -W (Fy - 30 IOSI MIN.) ALUNINUN : %IS- THK. MIN. (000-TS MIN.) STEEL IN CONTACT WITH ALWIMM TO BE PLATED OR PAINTED) NEW YIN. EDGE DISTANCES INTO OONGTMETE AND MA90W - 2 1/2' (1/4' SHIMS) INTO WODO STHUCTORE - 11 Gloom INTO METAL STRUCTURE o 8144 CONCRETE P'e 3000 PSI 914. T10Y Brio wa.1m 0LAZW0QWLTA r MASONRY T'e M PSI 11IN. Ka+iw114Aws TotA - 1rrN.0.70tTT SEALANTS: P. TOI•D1011T w>e+yur ALL FRANB AND PANEL JOINT, OWALLATION BORER® AND HEMS OF ANCHOR SCREWS AT BILL TO 9E SEALED WITH CLEAR SEALANT. SUM %' rrwwwjk•, LOCKS: LOCKOPTi0T1 11QUA: IIIIUAL FLUSH BOLT (24MI INACTIVE PANEL µ'Wow ' # ,• 7 011: MAD LOCK (29093) -ACTIVE PANEL LOCK OPTION 2: L2: ART SENIES-3000 CYR DEVICE (2303X) A=( AMWE/INACIIVE PANELS JUN 17 2113 HINGES: SEE DETAIIs Hi QBOaN tA9E a OF B F. N1001RTCele110. AN lON4i HINGE OPTION t; 41 : 4 112' OM HINGE (20298) 9 114' FROM TOP A BOTTOM ONE AT CENTS FOR DOOR MOM 5REATFA THAN 04'1 11INBE OPTION 2: 40 . OFFSET CA4T ALUMQmm PIVOT 141M O TOP (21274) 90TTON (21273) MMaIOM I TV FRAME 421275) HINGE OPTION 31 42 3: CWDA)01{S ALUMIMA GEAR (Moss) x OR 2X wow Sum AND METAL 8TIIICT1I1Es BY oTHERB UST SUPPORT Lam IMPOSED BY BLAZING SYSTEMS FHD TRANSMTHENTOTHESUILDINGSTRWrM. AA Tan= NK 3 OF S 0eD awl O M 1n M AY) N c+'I a0 P4 H A En 2 fH 54 a M O Ln r_1 O LV 1''I O A 1 Cv LOD NAIAJIRY . .EO1001EEIW TYPIfJLI ANC11oR OWQWXl. 9EEELEVATIm1 4" ADA SADDLE THRESHOLD' NON -WATER RESISTANCE) mu AOA WAUANZ OETu"411TWN YO •E 1010E0 •Y OR10110 OFFICIAL. WALL 00611 %%TEE INFILTRATION 16 LOT R•OOIRM. TIMM ANCHOR FOR OPA" 4 CE Gomm*TrullteTTORJpACOID TzaR elAx aale•nnROAaanlai•• EfiRlICI1NE M FAWWCRAE E ilO OaZMt1D CJL R. SW41 m/a•IIItM x70o 1'ImUC11 IRS 200 SERIES AWN OUTBWING DOORS N WO rnMdSOM OpnoN WITH PCH4MPACn I AM i'•wli a OE1014!10 L•CY 1N0111l1IM41HC. WIfH wsn°Lav ulrwrr eum a•1•wlii,rrft=m 1M La1raa rx••rr V 00, won amen Nv1o1.4 N s TYPK'11R1oWR •EEE'LEVA71M WE ELEVATE" Fpt EPACOq MWCMN Ra(Atl PORERACAM BUMPER THRESHOLD C ORO b L;r NOW -WATER -RESISTANCE) HEADER SUBSTRATE OPTION ILL AM CO KXAF C_ OETEFa MTATDOE TO LLW00 ORiiOKRE.vMED EY WIL01T1. C"MSAL.ft MOTILL *OEM RATER WILrFAI a IS NOT 4 OF 9RET11:11E0. 01'0 H Ln W a O M M M M r-I N M O H A N C7 N z H f 4 a C' M O Ln O N V) O A N1 W X81 INTERIOR7I- S IRiIrC FOR Ia%E DETAILS OPn* e REFER TO MIT 8 OG LOCK avrtoll LY EXIT DEVICE L2 EXIT DEVICE 7 INTERIOR t— L2- arAR: TNVE ACM EXTERIOR G LOCK OPTIQN 2 LOCK OPTI'" I SINGLE ODOR TINE FOR HINGE DETAILS OPTIONS REFER TO SHEET 8 o DPP. M LOCK OPTt08 2 BINDLE DOOR i 4Trullte MWAWAMOLOW MFxararOWLsesaoo oesymp8MCKR UNI cs4m4mIk 4.rj'&au MOCI= NO 200 LIME* ALUM OUTSWINIO DOORS VOTVO TRN4WN ROA7• @lPAar) a_ vrfaovrxaawr aoiswt la a.usi M54LpLZ= Jk= 4 ll DO+ NNNroM NIOiR . P r a: JUN 27 211)Of % tssdar: A t•` INOOIICF oW10ICl RlpNINL brwd dAfs w m AR owrero M» 0°'' S OF 8 ou- r<s T15 O M W M M M N M O_,, 1 4' TERPERE0 61 T swimx 7 sy nIn S=aR%V000 v •• eeeeI' girloo MTNI'1W Al TRANXW 110TE: NI SNOdN ARE IMAGE ONLY. 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AW11 AtW. AIL 1dY600i lac 6 CF9 61 2el16 31cfl. W= OONPAMM wmt owpmlm ... of- 19-A 62 90060E ALtpL tI0Q3-16 OMB A012-0 O M kD cn M ko M r-I N M 14 P4 H Q N N c Z HW y4 a O M O Lo 0 N TM O A Gu 2,/,p as CLIP ANGLE FRAME CORNER OONNECTION DOOR PANEL CORNER CONECTION 4W2 M Tru l lte i/r.LL..RY.It.Ol1• aovuloee TpgnEarfoo oeFlu+[ioeFaal sun f.aP.laILalFrJ q MOOIICII M Zoo GERUM ALUM OWSWING DOORS WWOTPANSOM PONAM m EMQmofflaIRD. DIG w MMN.PLmn P.]tlQ" lr SWA y dUN IT 200 .,Y,S'tyA: MIDRAEL CONECTION '' . 8• DIA. 6TFEl T1NP/bED TRiL -RW WITH are• DIA. NUT IIN"r' r w 9W A N= AR am" ft m 06' w' 9 OF 9 me aK Bt,'iron Steel Doors & Frames Frame Series I Baron steel frames are manufactured to provide value to any job re- gardless of size. Stocked at the Southeast Service,Center with NAAMM and Steelcraft locations, our drywall frames are cold rolled. Standard for masonryframes aregalvanneal. Both are prime painted at the price you demand. iI Features: j Gauge: 16 ;I Profiles: Masonry -Standard Profile (A40 galvanneal) Drywall - Cold Rolled Steel Strike Prep: 4-7/8' Anchors: Wood Stud, Steel Stud, Masonry, Existing Openings Hinge Location: NAAMM/Steelcraft Unequal rabbet design Prime Painted 1-1/2 Hour rating- drywall (ITS/WHI) 3-Hour fire rating - masonry ((TS/WHI) Frame Construction: Depth: Masonry. 5-3/4', 7-3/4', 8-3/4' Drywall:4-3/4', 5-5/8', 5-7/8'7-1/8", 8-1/4' jamb: 6'8', 7'0', 8'0' itHead: 2'00, 24, 2'6', 280, 3'0', 3'4', 3; 6', 3-8 4'0"16'0' Face: 2", 4' Knock Down for easy installation Service Center welding available if needed Hinge reinforcements with dimpled construction provides easy conversion from standard weight to heavyweight hinges I I Baron Door and Frame Service Center Program i g Knockdown miter Unequal rabbet Jamb lengths - 6'8', 7'0', and 8'0' Head lengths - 2'0' to 6'0' 10 Gauge hinge reinforcements (min) Hinge reinforcement with dimpled construction provides easy conversion from standard weight to heavyweight hinges ASSA ABLOY Southeast Service Center offers standard anchors for masonry, wood studs, steel studs, and existing openings NAAMM or Steelcraft locations Strike prep - 4-718' Prime painted Anchors are available either loose or welded In Masonry Frames 16 Gauge A40 galvanneal Jamb depths —4-3J4'to 8-3/4' Head face— 2' standard, 4' (3'0' and 6'0' only) Anchors— Wood stud, steel stud, masonry, existing opening 3Hour rating(ITSJWHI) Drywall Frames 16 Gauge cold rolled Jamb depths— 4-3/4'to8-114' Head face —2' Anchors— Drywall compression anchor Dimpled base anchor 1- 1 IT Hour rating(ITS/WHI) Warranty - Products - Fleming, ASSA ABLOY, Hollow, Metal, Doors, Frames, Canada Page 2 of 2 contact ' I Canada contact: T: 1.800.263.7515 U.S. contact: Copyright ® 2013, ASSA ABLOY Door Group Inc., an ASSA ABLOY Group company. All rights reserved. Reproduction In whole or In part without the express written permission of ASSA ABLOY Door Group Inc. is prohibited. I !=l I Cookies I Email: customerservicefiDfleminodoor.com i http://www.flen3ingdoor.c,om/entsiteVflemin&/ProducLvWarmty/ 1 /17/2013 FLEMING-BARON DOOR PRODUCTS 101 Ashbridge Circle Woodbridge, Ontario L4L 3R5 UL CERTIFIED HURRICANE RESISTANT DOOR & FRAME PRODUCT INSTALLATION INSTRUCTIONS UL CATEGORY & FILE REFERENCES: DOORS: ZHCW.R8930 FRAMES: ZHDL.R8931 APPLICABLE APPROVALS: 2007 FLORIDA BUILDING CODE FBC: FL14237. ANSI A250.13-03 TAS-201(1994), TAS-202(1994), TAS-203(1994) ASTM E330-02, ASTM E1886-05, ASTM E1996-05 0 Configuration Door Min Max Max Desigri Large Missile Latch Type Orientation Latching Series Go Size Load Impact Minimum Minimum per Rating Throw (in.) Strength (Ibf) R-lbs CYL, ML or REH D 8 E 20 V x 7' 50 350 CYL, ML: 1/2 CYL, ML: 525 REH: WA REH: N/A MLA or MEH All 1 18 3' x 7' QO 350 ML: 1/2 ML: 630 MEH: WA MEH: N/A CYL Ail 18 4' x 7' 65/ 350 CYL: 1/2 65 pst 910 Out -Swing 70. 70 sf: 980 CYL or CYL + DO All 18 3' x 7' 70 350 CYL: DO:: 1n 735 Singles ICL All 18 3' x 7' 70 350 Act Latch: 1/2 735gDeedLatch: 314 MLP) REH D. DSS 16 4' x 8' 70 350 ML: 3/4 ML: 1120 or VRH H 8 SW REH, VRH: WA REH, VRH: WA CYL or MLA All 18 3' x 7' 60 350 M : 1/ 630 CYL + DO All 18 3' x 7' 70 350 CYL1/2 735 In - Swing ICL All 18 3' x 7' 70 350 Act Latch: 1/2 735 Dead Latch: 314 ML" All 18 3' x 7' 70 350 314 735 REH x Rem HM Mull All 18 8' x 7' 65 350 5/8 910• CYL X SO AU 18 8' x 7' 85/ 350 1 CYL: 1/2 65 psi: SPL 910. SO 455 ea Pairs Out -Swing 70 SB: 3/4 70 sf: SPL 980 SO 490 ea MLr' I x SO. D. DSS ML. SO: 3/4 ML: 1120 REH x Hdwr. Mull, H ti SW 18 8' x V 1- 70 350 REH, VRH: WA SO: 560 ea a VRH x VRH REM, VRH: WA Notes: (- I) - Dead-ratcn runk aon required for mortise lock or latch 2) - Dead -latch function not required for mortise lock or latch Doors detailed above Include the following constructions: Lock - Seam Construction DSerles; 16.18 or 20 Gage Face Sheets E- Series (Embossed); 18 or 20 Gage Face Sheets DSSSeries ( StainiessZ 18 or 18 Gage Face Sheets Honeycomb, Polystyrene or Mineral (TRR) Cores Stiffness Gass: 1(14. 18 818 Gage), V (20 Gage) VerUcally$ Uffened Construction H orSWSedes 14 or 18 Gage Face Sheets Welded Vertical Stiffener Core Stiffness Gees: I Latching Device Legend CYL : dotal lock or latch MEH: Mortise exit hardware ! SO : Surface bat DO : Dead bolt , ML : Mortise lock or latch ; SPL : Single point latch ICL : Interconnected lock or latch j REH: Rim exit hardware VRH: Vertical rod exit hardware All doors are tested, UL Listed, Certified and labeled to TAS 201(1994), TAS-202(1994), TAS 203(1994) ASTM E330-02, ASTM E1886-05, ASTM E1998-05 and ANSI A250.13-03 Glass lights and louvers are permitted In doors up to and Including +I- TO psf Design Load WINDSTORM RESISTANT DOORS 2010 FBC Submission - SIZE AND RATING LIMITATIONS - DATE DESCRIPTION REVIS04 DATE: 10/10 SHEET. 1 ZHCW.R8930 - Swinging... 9:24:58 AM Page 1 of 2 UL ZHCW.R8930 Swinging Doors, Exterior 4 Swinging Doors, Exterior See General I1lreffllatitel !nalne OeeB. ExteAM FUDON -BARON DOOR FRODYCF6 R8930 101 ASMBRIDGE CIR WOODBRIDGE. ON 1.413R5 CANADA i NM LaUh DMIM ttaddoft i Mot 9tlllttaaa L=d Impact Hardware M Medal Coaftwadva an Claw lid) FAMO Type Bribe) D, E SMO - Out- 3-0, V 50 350 Cylindrical 1/2 1525 Swing 7-0 D, E Sangb - Out 3-0, V 50 350 MoRbe 1/2 i525 Swing 7-0 D, E Single - Out- 3-0, V 50 350 Rim Exlt WA WA Swing 7-0 D, DSS, Sangb - Out 3-0, I 60 350 Mortise 1/2 1630 E, H, SW Swing 7-0 D, OSS, Single - Out 3-0, I 60 350 Mortise Exit WA j WA E, H SW Swing 7-0 D, DSS, Single -Out- 3-00, I 70 3S0 Cylindrical, 1OndrlGal 735 E, H, SW Swing with or without latchl: OpL Dead Bolt Dead Bolt D, DSS, Single - Out 3-0, I 7D 350 Interconnected 1/2: 735 E, H, SW Swing 7-0 Cylindrical Latch 3/4: Opt Dead Bch D, E, Sbrpb -Out I 350 Cylindrical In i910(+65); DSS, H, Swing 7-07.0 7065/. 980(-70) SW D, E, Single - Out 4-0, I 65/- 350 Mortise 3/4 1910(+65); DSS, M, Swing 7-0 70 980(-70) Sw D, E. Single - Out 4-0, I 65/- 350 Rim Exit WA 910(+65); DSS, M, Swing 7-0 70 980(-70) SW D, E, Single - Out 4-0. I 65/- 350 Vertical Rod Exit WA 930(+65); DSS, M, Swing 7-0 70 980(-70) Sw D, DSS, Single - Out- 4-0, I 70 330 Mortin 3/4 1120 H, SW Swing 8-0 D, DSS, Single - Out 4-0, I 70 350 Rim Exit WA WA H, SW Swing 8-0 D, DSS, Single - Out- 4-0, I 70 350 Vertical Rod Exit WA WA H, SW Swing B-0 D, DSS, Single - In- 3-0, I 60 350 Cylindrical 1/2 630 E, M, SW Swing 7-0 mhtml:file:/A\10.246.36.18\users\bbulley\2010 FBC 2HCW-R8930 - Swingi... 3/1/2012 ZHCW.R8930 - Swinging... 9:24:58 AM Page 2 of 2 D, DSS, I Single - W 3-0, 1 I W 350 Mortise 3/4 630 E, H, SW Swing 7-0 D, DSS, Single - In- 3.0, I 70 NO CyDndrlcol 1/2: 735 E, H, SW Suring 7-0 with Dead Solt Cylindrical Latchl: Dead Bolt D, DSS, Single - In- 3-0, I 70 350 Interconnected I/2: Active 735 E, H, SW Swing 7-0 Latch 1: Opt Dead Bolt D. DSS, Single - In- 3-0, I 70 350 Mortise 3/4 73S E, H, SW Swing 7-0 D, OSS, Pair - Out- 8-0, I 65 350 Rim Exit with WA WA E, H, SW Swing 7-0 Rem HM Mullion D, DSS, Pair - Out- 6-0, I 65/- 350 Cylindrical 2/2 Latch, 1 I Latch: 603, FB: E, H, SW Swing 7-0 70 with Deadbolt X DO, FB 1342 each (+65); Flush bolt Latch: 735, FB: i368 each (-70) D, DSS, Pair - Out- B-O, I 65/- 3SO Cylindrical 1/2 Latch, Latch: 910, 58: E, H, SW Swing 7-0 70 x'surface Bolt 3/4 SB 435 each (+65); Leach: 900, SB: 1490 each (-70) D, DSS, Pair - Out- 9-0, I 70 NO Mortise x 3/4 Latch, ISPL: 1120SS: H, III Swing 8-0 Surface Bolt Ness Sill each D, DSS, Pair - Out- 6-01 I 70 350 Mortise X Flush 314 Latch, I Latch: 735, FS: E, H, SW Swing 7-0 bolt Fe 368 each D, DSS, Fair - Out- 8-0, I 70 3S0 Rim Exit with WA WA E, H, SW Swing 8-0 Hardware Mullion D, DSS, Pair - Out- 70 350 Vertical Rod Exit WA WA E, H, SW Swing D, DSS, Pal-1004"An9 EI 70 3SO Mortise X Flush 3/4 Latch, I Latch: 735, FB: E, H, SW bolt F8 369 each Doors may be olsned with a wi mistm. rea:aialK plsalrq materlal WO a design lead and Impact rating the same or greeter than the ratings present for the door. Louvers are available on doors up to *70 W. Products also tested to TAS 201, TAS 207. TAS 203, PA 201, PA 202, PA 203, A37M E330, ASTM E1966 and ASTM E1996 Last Updated on 2011-12-29 2012 UL LLC The appearance of a company's name or product In this database does not In Itself assure that products so Identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for tin Mark on the product UL permits the reproduction of the materiel contained In the Online Gerlification Directory subject to the following conditions: 1. The Guide Information, Deslgns and/or Listings (files) must be presented In their entirety and In a non -misleading manner, without oniy manipulation of the date (or drawings). 2. The sdtameM Meprinted from the Online CartillcatJorls Directory with permission from UV must appear adjacent to the extracted material. In addition, the re~ materiel must Include a copyright notice In the folkhwlnp format: •O 2012 UL U.C. mhtml:fileJA\10246.36.18\users\bbulley\2010 FBC ZHCW-R8930 - Swingi... 3/1/2012 A C DATE s Q,SSIfj EXTERIOR SWINGING DOOR l' IN ACCORDANCE WITH ANSI A250.13 WINDSTORM RESISTANCE STIFF SS CLASS : I IMPACT TING : 35 DESIGN LOAD RATING: P$F p7UNRODCOFOTOASTME / E188e / E7898 F eminR8 .201, PA-2 PA- 3, TAS-201, -202, TAS-M syMM46 mw H D G E F BARON METAL — INDUSTRIES FLEMING- BARON - DOOR PRODUCTS Labels contain the following information: A) U Classified logo 8) Options! Srbnd logo and/or name C) UL assigned Permanent Issue (Control) Number D) Complimentary Classification Category E) Pre—printed Stiffness Class and Impact Rating F) Box for stamped/scribed Design Load Rating G) Compliant Test Standard Numbers H) UL File Number — AADG Part Number Aluminum labels with holes for drive rivet attachment Label Size 1' x 3.75' X WINDSTORM RESISTANT DOORS lion - UL DOOR LABEL DETAILS - DIMCN noN g DATE: 10/10 SHEET 2 Y "h, ConfigurationPermitted Wall Try as Anchors e lU6 C w E i o E EX E 3 12 t5 N v g Latching : Strike Prep cg g .`9 a[ 3 z D 3 U) 0 CYL : SMLASA or UNL KDML: MUNL FW 60 350 Tx 7' M EH : ASA CYL: ASA ML: ASA KD 651 350 4' x 7 , knI REH : RIM FW 70 Out -Swing 4 a: CYL: ASA CYL +DB:ASA+ASANLorASA+SMIASANL KD+/_ 70 350 3' x 7' k2r w ICL : SMLASA + SMLASANL FW REH: RIM ML: ASA U. REH: RIM FW 70 350 4' x V VRH : MHS v v CYL : ASA or SMLASA KD FW 60 350 Tx 7' In -Swing J J J J JCYL+DB:ASA+ASANLorASA+Sh4ASANL KD ICL : SMLASA + SMLA.SANL FW 70 350 Tx 7' ML: ASA REH x Rem HM Mullion: HR FW 65 350 8' x T' k2r in CYL x SB : MHS KD 65/ 350 8' x 7' knr Out -Swing ML is SB : MHS FW 70 J J J J J ML x SB : MHS KDVRHxVRH : MHS FW 70 350 6, x 8' REH x Rem Hardware Mullion : HR All flames are tested, UL Listed. Certified and labeled to TAS 201(1994), TAS 202(1994), TAS 203(1994), ASTM E330-02, A7 i m t,000-uo, Abi M r-impo-uo ano ANSI Azou.73u3 1: See Sheet We 7 and 9 for wag anchor requirements 2: Meets the HVHZ requirements for Air and Water Infiltration (TAS 2D2). Frame must be FW (face welded) construction. Requires Pemko # 318U'br National Guard # 13ONA jamb and head gasket, Pemko # 2001AV or National Guard # 95ON threshold and for pairs Pemko 375CR astranal. Latching Device Legend CYL : Cylindrical lock or latch MEH : Mortise exit hardware SIB : Surface bolt DB : Dead bolt ML : Mortise lock or latch VRH :Vertical rod exit hardware ICL : Interconnected lock or latch REH : Rim exit hardware Strikes and Preparations Legend 4-Yff ill-114Etl4ed strike Mortise head strike for MHS : surface bolt or rim exit 23/4' x 1-1/8' lipped SMLASA hardware strike ASANL 4.7/8' x 1-1/C non4lpped 4-7/8' x 1-1/4' elactro- MUNL : mechanical device for SM.A.SANL :2-3/4' x 1-1/8' non -lipped strike mortise lock or latch strike HR Head reinfbrcng for Surface strike for rim exit 4 7/8' x 1-1/4' electro- removable mullion RIM' hardware UNL : mechanical device for cylindrical lock or latch 0 Oct 2010 FBC Submission I DATE DESCRIPTION REVISIONS WINDSTORM RESISTANT 3-SIDED FRAMES SIZES AND RATING LIMITATIONS - DATE: 10/10• SHEET 3 i•44;. u a D D u i D 0 0 D n a 0 a A e n D i ol 0 Oct 2010 F@C Submission DATE DESpi1MON REVISIONS A m e r U. a 0 1 d 14, ,11 oe I D e u a D p D q D ae J`— WINDSTORM RESISTANT TRANSOM, SIDELIGHT & WINDOW FRAMES TYPICAL ELEVATIONS - DAM 10/10 SHEET 5 ram.,. • . • DOOR TRANSOISIDELIGHTTORWINDOW QP IN ACC DANCE WITH ANSI A250 ' , WIN STORM RESISTANC MPAC RATING : 350 - F DESIGN I OAP RATING: RE RODUCT CO TO ASTM EM EIM / IM Ml l 1. PA-202. PT TAS-201. TAS 02. TT M®0 A C `•" `'''''' H G D F E BARON Mew Industrin Ina BARON r . ; DOOR Labels pgtgn the following information: tried logo s I' Brand logo •and/or name C) LIC iassigned Permanent Issue (Control) Number D) Complimentary Classification Category E) 'Pre—printed Impact Rating F) Box fors stamped/scribed Design Load Rating G) Compliant Test Standards H) UL File Number — AADG Part Number Aluminum labels with holes for drive rivet attochment Label 'Siz4. :. 1" x 3.75" B YVJNDSTO,RM RESISTANT 0 Oct 2010 FBC Submission FRAME PRODUCT aTr= otSMPrloN UL LABEL DETAILS - REVISIONS DATE: 10/10 SHEET 6 i 4'0' Maximum 8'0" Maximum v I 11 6' v Optional Fixed or t_ X a Removable HM Mullion or Hardware Mullion E o i i 11 IN5 X 11 QO 11 lJ SINGLES PAIRS CO Partition Type Jamb =•Anchor Type A" 08" C" Securement Requirements XSA 6" 24" 6" 4) #8 x 1' wood or drywall screws per' Wood Stud wall anchor Welded EWA 6" 24" 6" 1) 3/8` Id x 6" log bolt per anchor with a minimum 2-1./2' stud engagement Steel Stud Welded CSA or Z 6" 24" f 6` 4) anchor" wood or drywall screws per wall Steel shims secured to jambs with 3/16` Structural Steel Welded Steel 5- 36' 5" x 1 ` long welds both sides of frame. Shims Shims welded to steel structure at time of Installation. Existing Masonry 1) 3/8" 0 x 6' expansion . shell anchor or or Concrete Welled EWA 6" 24' 6` 3/16` x 6" concrete screw per anchor with a minimum 2-1/2' stud engagement New Unit Masonry Loose '1•" or Wire 16" 32" 16' Not applicable 16 gage minimum. 12 gage maximum frame profiles 40 minimum. 140 maximum jamb depths 1-3/4" minimum,,, 4' .maximum jamb face widths 1-3/4" minimum. 4' maximum head face widths See Sheet # 9 for anchor illustrations. Floor anchors are --required for frames installed in new unit masonry and steel stud partitions 11YINDSTORM RESISTANT 0 Oct 2010 FBC Submission 3-SIDED FRAMES DATE DE9CRIP110N ' ANCHORAGE & PROFILE REQUIREMENTS DATE: 10/10 SHEET 7 3' Max a 9 For transom frames or sidelights meeting all the 41-60 Max dimensional limitations shown at the left, wall anchorage 1' 3' Max shall be as shown In the table below. See the bottom Q section of this drawing for methods of securement for E r.: • each anchor and partifbn type. 0o cc : r aov$ N V E b fo 0 fl Partition T Jamb Anchors A' B• C• Wood Stud CSA or EWA 6' 96' Max 4 Steel Stud CSA Structural Steel el Steel Shims 96' SExistingMasonry or Concrete EWA New Unit Masonry> Tor Wire 16' 96' Max 3 96' 1 4 1' 48' Wide > 11-' Wide 1'' For transom frames, sidelights or windows exceeding of the bmew ransorrn dimensional limitations shown above, Jamb, head and sill anchorage shall be as shown in the tables below.. See the bottom section of this drawing for rAS F, 2' methods of securement for each anchor and partition type. So r 2' c 2 2 LtFi a Partition Tym Jamb Anchors A' I3• I 'C' D' Wood Stud, . Existing Masonry or Concrete EWA 12' 8' 60' 3 96' Max 5 96' 8 New Unit Masonry T 18 18 48' Max 2 84 Max 3 a()- W Max 4 5 114' Max 6 114' 7 Structural Steel Welded Steel Shhns b' S' 40' Max 1 2 72' 3 10r Max 4 102' S Q - AU dimensions shown are nwdrn m s I Jamb arwhors are 1: Flow andh end vertical mullionsllions niy be provided In 1lieuofEWApreperaboneandguidesPartition T Head Anchors Sill Anchors EWA EWA or Floor Anchors ('1) Existing Masonry or Concrete or New Unit Masonry A or Welded Steel Shims structural steel Welded Steal Shims. Jamb or Head Anchor Type. Partitlon Type Seaurement Requirements Combination Anchor Welded 1or 0 22--Piece TType Wood orSteel Still 4) #8 x 1' wood or drywall screws per anchor Welded r 8 Wall AnchoraWoodSiscd 1) 3' x 6' lag bolt per anchor with a miNmum of 21/t' ment into studs EWA) or ButterflyType. Existing Unit Masonry tMaConcrete 1) 3' x 8' expendmi shell anchor or 3116• x 60 or Poured concrete screw per anchor with a minimum of 2-12' engagement inb wall Welded Steel Shims Steel shims secured to Jambs and/or heads with &16' x 2' x (Jamb Depth + 1-1/41 x 12 Qua Structural Steel 1' long welds both sides of frame at labeling facility. Shims welded to steel structure at time of installation. 16 gage minimum, 12 gage madmurn frame profiles 4' minimum, 14' maximum Jamb depths 1.9/4' minimum, 2' maximum Jsmb 8'mullon face wk*w 1-/4' minimum. 4' maximum head, aN and center rati two widtlns See Sheet # 9 for anchor`Olwtisodons Floor anchors are required for untls Installed in new unit masonry and steel stud partitions WINDSTORM RESISTANT TRANSOM, 0 Oct 2010 FHC Submission SIDELIGHT 3 WINDOW FRAMES DATE DE5CRVIV1 -ANCHORAGE 8 PROFILE REQUIREMENTS - REVISKM DATE: 10/ 10 SHM 8 S Loose Wire Anchor ANCHORS FOR NEW UNIT MASONRY PARTITIONS o o* Butterfly' Type 'Pipe & Spacer' Type 11 WELDED EXISTING WALL ANCHOR GUIDES (EWKs) FOR EXISTING WOOD STUD, EXISTING UNIT MASONRY AND POURED CONCRETE PARTITIONS i 1—Pieots j ps 2—Piece Type Combination Stud. Anchors WELDED WALL ANCHORS FOR WOOD OR STEEL STUD PARTITIONS or Z' Type Anchor WELDED WALL ANCHORS FOR STEEL STUD PARTITIONS 1 0 1 Oct 20101 FBC Submission I D-2 Welded 12 ;Gage Steel Shims WALL ANCHORS FOR STRUCTURAL STEEL PARTITIONS WINDSTORM RESISTANT FRAME PRODUCT ANCHOR ILLUSTRATIONS - DAM 10/10 1 SHEET 9 USE 3W- 1S IS 1. Vs' HEX HEAD DOLTS. USE 14• a Life HEX NUT SLEEVE ANCHORS. . W • , II 26 GAUGE GALVANIZED STEEL GALVANIZED ACCORDING TO AS.LM. A60-GSO AND FINISHED WITH BAKED EPDXY PRIMER AND BAKED POLYESTER TOP COAL(SEE NOTE 1.) INTERIOR ELEVATION Hd3S HEAD STOP o - 111 Y R GUIDE INSERT TOGGLE LOCI 1 1 DETAIN s- SLIDE BOLT LOCK BOTTOM BAR DOOR CURTAIN L BBOKTTTOIKAY'A1tlf0.LE DETTA L STRUCTURAL t/A'- 201 1.114' ANGLE TRUSS 5f' 1/s' FLAT WASHER - I SCREW D 01/2'--+ SAl'-1S HEItN - 5/!• HEAD STOP 310• RADIUS TYPICALLIFT CLIP 25' X • N'd0 HEX HD. NUTCORRUGATED9N= I/t• LOCK 1 ONE LOCK LOCATED AT EACH END OF CURTAIN. STEEL CORRUGATED SHEET ASTM A1W WITH A MINIMUM YIELD TRENOTH OF Do KSI AND TENSILE STRENGTH OF 82 KSL (GRADE W) GLADES ROLL FORMED (12) OAUGE I.110•-12090ALYANIZED STEEL. GLADE INSERT FORMED 02) GAUGE GALVANIZED STEEL to) GAUGE GALVANIZED STEEL WINDLOCK CLIP FASTENED WITH TWO NIS' X .AAO' POP RIVETS ON FOUR OML04TOW PER SIDE OF EACH SHEET. FOR STEEL JAMS USE.0 K 1• 3ELF-DRLLD10 SCREWS AND FASTENED Y FROM FLOOR AND SPACED AT A' ON CENTER THEREAFTER. 12• CREIE JAL18. USE 1/2' K 2.1/ ad DOLTS WITH 1.112• MINIMUM tNT AND FASTENED 0• FROM ID SPACED AT 2A' ON TIEREAi,TER CONCRETE JAMB i I T . I Is- a2. IS ms• TRYG.IUAAI STEEL ANGLI HEAW D' M iU !U UUIIDECUPCU 21 ass,, A .2,2 I SIDE ELEVATION .09 1.250 soo If0 ALTERNATE1 1 7Y 7r i BeJ.LOMBAR 2.AAA• e. 421• s ATTACHMENT " Simi Immlosawntaftme"i NOTE S.) 7FF1 -IAYH 7.11A' I.-I.L.• 1e J_ A' ) I.N1Y 2sAs.1 SEE NOTE 2.) I -Aw mIULA ia o D 2s 200 OAtI i f9I1T1U51ON 4255 MiEver b11AabOl Rise p'- 20 a 1.1IP C,mon elelAYbre b m 000r Aowo101. GA JO101TRUSSHEAD SCREW Y1,Y- OumpAIeen r1etA bR &ARA1IM0rdabllnLrAe1M 2 600 (TTDI s7sn.S5 SLIDE SSTRUCYT rale11w1 Simon"4fTA D.er CibweIMO Nh01 wr,.see BOLT ANGLE llama Model 203 Windlock I112.I OD17A621Atilt Commemlal Sheet Door9.21 0 61.4 01.4 202 DDl? BOTTOM ASTRAGAL t0.21 10 Teo 7" 200 o01T a an D&m PIIWIm TEST Pommu IE 11.21 11 A AaA 0D17 III, WIDE a S• HIGH 3 5.0 52.5 WMXMW CO CAIOMiR PORCH RIP Al200MIM OCOLP 12.11 12 5S! A 202 OA17 LIAYtlp1Y l0a 2(Y W1DEa21 HIGHfb1P11IDTOW1111111111TWIVID"AAMOM 12.21 12 AU 4AA 205 ODICettaKrL101c7LMgOlLtao®Uwe R1mlbdTN011 SCALE - VARIES LOCATION 000110`7ID0KIIOMIO IIDAbAO.hAIOMI tsatt 11 A" pt 2IM itlER TOIA'RANQ[S C,0111FED 1731Dq 1AD01N1CRffb SUNK AM PRESSURE TEST CCMUCMMALLOAOANU VAIN AATM HID@ 15.21 IS 2AA TAA 202 ODI FRACIDN.•IrA 7232 NARCOOSEERMO rMF1. 1101/ 1101D FORCWAPE "GMI®ro PRODUCL CATEW PON=0 IS"* is US 20D 2W U17 A- Am II@ OWLTEOLAL TOOALE.0 11021 17 S1A 21A 203 0017 sS.6 REREST J001 .. DOS. t S RE OTL TESTREPORTIPOICAFES O0HQDD10DI& THEUMA I621 tI 70.1 29.1 203 0D/T DRMMN R.:JCf REPORT SO DMWA7CN REpOR7fEA-OT-0OOe CUMATHAI DOMACNRAWILLALLOIDEANCLHEANDJAWAMtbAAO2NTALLL[ OAKII DlO AM11p7rWELVMMME At71OAEMMt7ATOOOILNgN0E0I1AT1e.21 it 26.7 2A.7 200 OS17 sm. ."4 WUIRY. AJ,O THE DOOR ISCONATTUCT® THE SPACE FORALL0/ENSIDI1gOQ loss, 20 INA 24A 705 0017 DO MDT SCALE DRWAQ DMTIbo 0607.14POD 1LQR NOR, I ftorida Building Code Online http://www.floridabui Iding.org/pr/pr_app_dti.aspx?param--wGEVXQ... ME FF)(id) a= Horne Log (n User Regl;lratlon Hot Topics Submit Surdurye state I Faas ptb athons FaC Stag BC6 Ste Map Wks Searrb Business%I rovalProfessionalProduct Pubic "User 0kahom+alMum > CC7A1xL gLPpp9catbtielttFh > 810VOW"A > AOVlamm FL # FL8888-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer ASTA DOOR CORPORATION Address/Phone/Emall 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH, GA 30101 770)974-2600 Ext208 FRENCH30ASTADOOR.COM Authorized Signature JAMES FRENCH JFRENCH3 ®ASTADOOR.COM Technical Representative James French Address/Phone/Emall po box 420 acworth, GA 30101 jfrench3®astadoor.com Quality Assurance Representative Mike Alvls Address/Phone/Emall P.O. Box 420 Acworth, GA 30101 770)974-2600 Ext 248 malvis@astadoor.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Joseph H. Dixon, Jr the Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2012 Validated By Gordon Thomas, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By F E;888 R2 COI Finantlal lndgp,Q2702,2df Standard Ilm ASTM E330 2002 DASMA 108 2002 1 of 5 2/8/2012 4:11 PM Horida Building Code Online http://www.floridabuilding.org(pr/pr app_dd.aspx?param--wGEVXQ... Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/28/2009 10/31/2009 11/04/2009 12/09/2009 Model. Nuinber or.Name- - Description Wlndlock.Commerdal•Sheet :.Maximum'deslgn'•pre5aure for• 8',wide.by 21' high door.. Door . •.Lawer.deSlgn preSsurestalcWated for upto 20' wide by 21' high -door. Urerita'of Use intda/1aAion,Instruc4lons Approved'fbHui6 v%WVKL'ND FC8888 R2 71 70L3j200Srje5 In 1 sealed 29 Approved W-imeioutsldesHVYrm.Yes .: ..Ft Q$ 'R2 II 29031.03.259 Ililpict_!i g,fsta Wo Voned By:-Joseph:M..Dlxon.P.E. F,L.No. 7768. WA Pressuro::t113.114ax/ 113J- ax Created,by Independent Third Party: No e1-..•DESIsg'n;PreS{lr.-&Mest•dwrvAdth,or16•a E1raJY8der17RwwtB 0;psf FLBB88" R2 AE 22031 ER707-000542.Ddt• Jea bY'•Iridependent ThIrd,Party: Yes 233 Windlock Industrial Sheet Maximum design pressure for W wlde by 21' high door. 8888.2 Door Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use In HVHZ: No F($gQa3_Rrlesipga11 IEtl pdf Approved for use outside HVHZ: Yes FL88f38 2JL29St3 L 33 D1 f Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL. No. 7768 Design Pressure: +95.9Max/-95.9Max Created by Independent Third Party: No Other. Design pressure at test door width of 16' _ +/- Evaluation Reports 37. 5 psf FL$8$8_R2_AE_29031 ER_07;0005-R2.pdf Created by Independent Third Party: Yes 8888. 3 320 Commercial Slat Door (20 Maximum design pressure for 8' wide by 21' high door. Gauge - Flat Slat) Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FLBMaLfQ 1I 17013 3Q0 Seljes IrZsta l s0alecl.2df Approved for use outside HVHZ: Yes FL8888 R2 11_29031 300 Series.Ddf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +138.3Max/-131.3Max Created by Independent Third Party: No Other- Design pressure at test door width of 26' _ +42.7 / Evaluation Reports 39. 7 psf FL@8S R2_AE"2y031 ER-07-0 05-R2.pdf Created by independent Third Party: Yes 8888. 4 322 Commercial Slat Door (22 Maximum design pressure for 8' wide by 21' high door. Gauge - Flat Slat) Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions i Approved for use In HVHZ: No M,00__ tZ IJ 27U13 _.30.25stLe1Install scaled pdf Approved for use outside HVHZ: Yes FL888$ R2_ll 29031, 300.Sq,rles_pdf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FLNo 7768 Design Pressure: +128.5Max/-121.5Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +41.4 / Evaluation Reports 38. 4 psf f_!E$$B_R.2_Ag_Z.0031_QFL-07_0905.-_ v Created by Independent Third Party: Yes 8888. 5 324 Commercial Slat Door (24 Maximum design pressure for W wide by 21' high door. Gauge - Flat Slat) Lower design pressures calculated for up to 20' wide by 2 V high door. 2 of 5 2/8/2012 4:11 PM Florida Building Code Online http://w ww.floridabuilding.orgtpr/pr_app_Od .aspx?param—wG E VXQ... Limits of Use --- _— Approved for use In HVHZ: No Installation Instructions FLEj888_R2_Il_27013-,3QQ-Seges.Instzll_$ealed.pdf Approved for use outside HVHZ: Yes FL8888 R2 It 29U3i •300 Sergs.Qdt iVerifiedBy: Joseph H. Dixon P.E. FL.No. 7768ImpactResistant: No Design Pressure: +118.1Max/-111.1 Created by Independent Third Party: No Other. Design pressure at test door width of 16' _ +40.0 / Evaluation Reports i 37.0 psf FLB @$ R2_AE 2Q037 ER-Q7--QQOS_-R2.Aff i YesJCreatedbyIndependentThirdParty: 8888.6 418C Rolling Steel Service Door Maximum design pressure for 8• wide by 21' high door. 18-Gauge- .urve_--Lower --Lower design pressures calculated -for -up -to 2.4'-wideby-21'- high door_----- --- - I Limits of Use Approved for use In HVHZ: No Installation Instructions FJ,$$9#-r32J3 ?Ol-9.4Q0 Egrle:-ln- t J1 aled.pgi F188@$ R2 1177013 400C, seiigs-s*al0. p0_fApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon PIE. FL.No. 7768 Design Pressure: +132.2/-132.2 Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/- Evaluation Reports FL8@88 RlAE_2tiQ6a R=07:0V05_R3.;pf32.9 psf Created by Independent Third Party: Yes 11 8888.7 III 418F Rolling Steel Service Door Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' I (18 Gauge - Flat Slat) IL— I high door. Limits of Use Approved for use In HVHZ: No Installation Instructions FLH888 R2_71 27013 = 40Q,600_ $eves Instal sc IgQ, Approved for use outside HVHZ: Yes FL8888 R2IJ 27 l3 400E Merles seeied.0- Verified By: Joseph H. Dixon P.E. FL.No. 7768ImpactResistant: No Design Pressure: +127.6Max/-127.6Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = Evaluation Reports FL8888_R2 AE 28064-E$-07^0005-Ri.pdf49.3 psf Created by Independent Third Party: Yes 8888.8 7420C Rolling Steel Service Door Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' Gauge - Curved Slat) high door. Limits of Use Approved for use in HVHZ: No Installation Instructions FLtIE}l3F Ji2_tl- 2Z0} - 42_49_0 Sgrlgy Igctall sealed,fQf Approved for use outside HVHZ: Yes 1Q888 R2 ll 2701.3 4QOC..,gli `g...@lgd_>f1 Verified By: Joseph H. Dixon P.E. FL.No. 7768ImpactResistantNo Design Pressure: +124.5Max/-124.5Max Created by Independent Third Party: No Other. Design pressure at test door width of 16' = 32.2 psf Evaluation Reports El8@88 Z°!E_2 4_rz4 R: QLoQ95 BI,Ddf Created by Independent ThirdlParty: Yes 88" 9 420F Robing Steel Service Door Maximum design pressure for 8' wide by 21' high door. 20 Gauge - Flat Slat) Lower design pressures calculated for up to 24' wide by 21' Il high door. Limits of Use Installation Instructions Approved for use In HVHZ: No L$$8 t2 11 2L0=g00,f00-_Sg t 0s?aij sealeQ.pGf Approved for use outside HVHZ: Yes FL8$8$_R2 II 27013.400E-;esiesaled:P_ Verified By: Joseph H. Dixon P,.E. FL.No. 7768ImpactResistant: No Design Pressure: +119.3Max/-119.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = Evaluation Reports FL8888 R2 AE 28064 ER_Q7c0005_Rlpdj47.7 psf Created by Independent Third Party: Yes 8888.10 422C Rolling Steel Service Door Maximum design pressure for 8' wide by 21' high door. fff 22 Gauge - Curved Slat) Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use -- -- r--- Approved for use in HVHZ: No Installation Instructions F1$SB9 t. iLZ7i1Li _45 6.09__Series-x!ts';31I.,51 al.pdf Approved for use outside HVHZ: Yes EI $$$$-RZJL7J9.13 400C_strig5_d!4d•uQf I Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 I Design Pressure: +118.2Max/-118.2Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/- Evaluation Reports FL$BAti-R2 AE 2$064 ER-07:000S:R1.pdf31.6 psf Created by Independent Third Party: Yes 8888.11 422F Rolling Steel Service door 22 Gauge - Flat Slat) Maximum design pressure for 8' wide by 2 V high door. Lower design pressures calculated for up to 24wide by 21' high door. _•—, 3 of 5 2/ 8/2012 4:11 PM Florida Building Code Online littp://www.(loridabuilding,org(pr/pr app_dd.aspx?paranr-=wGEVXQ... Limits of Use - —_— Installation Instructions Approved for use In HVHZ: No FI. 41;$_ R2 11 27P1.3 g00 600 -qqg. •Inst UIL5 le pdf I FL888§_R2_I1_270.3 400E 5etleq seaicd_pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 III Design Pressure: +112.5Max/-112.5Max Created by Independent Third Party: No iOther: Design pressure at test door width of 16' = Evaluation Reports 46.4 psf FI !88 R2 AE 28064 ER-07-0005_Ri.pdf Created by Independent Third Party: Yes 8888.12 424C Rolling Steel Service Door Maximum design pressure for 8' wide by 21' high door. 24.Gauge-•-Curved Slat)-- .—Lower design -pressures caladated.for-up-to-24!wide-by-21= . high door. Limits of Use --- Installation Instructions Approved for use In HVHZ: No FL8888 R2 1] 27012-4.Qgh.OA-$Mle!A-IllsWILAaLegPdf Approved for use outside HVHZ: Yes FM&gi R2 11 27Q; 4000,.sc[ies_sealqd.pdt Impact Resistant: No Verified By: Joseph H. Dixon FL.No. 7768 Design Pressure: +110.8Max/-110.8Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = Evaluation Reports 31.0 psf FLSQBA_R2 AE_3 0b_ER07_UQ05_al.,pol Created by Independent Third Party: Yes I`8888.13 424F Rolling Steel Service Door Maximum design pressure for 8' wide by 21' high door. 24 Gauge - Flat Slat) Lower design pressures calculated for up to 24' wide by 21' I high door. Umits of use Installation Instructions Approved for use in HVHZ: No FL8@88A2 1I 770I3.L Q¢QUgtlgs In g_il scaled.po( Approved for use outside HVHZ: Yes FLB@e(i R2_il 21013 4QQF sgrle5 —!go. _! Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +105.3Max/-105.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = Evaluation Reports 45.0 psf Mg—o L!?3 .92B.QkI-gU7_Q0g5:R1•pd Created by independent Third Party: Yes 8888.14 618 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Door (18 Gauge) Lower design pressures calculated for up to 24' wide by 24' high door. Umits of Use Installation Instructions Approved for use in HVHZ: No F jp,4p R2 11270_13__4gQ,St.Q0_ Qs Install sealed.pol Approved for use outside HVHZ: Yes FL1 88__U_ II_27013.6QQ.ALI5 _- q,.dLtl201 Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No 7768 Design Pressure: +198.BMax/-198.8Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = Evaluation Reports 51.8 psf E @ 9 R2 AE $AL0(L4 ER-07-OQ05.7 pdf Created by Independent Third Party: Yes 8888.25 620 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Door (20 Gauge) Lower design pressures calculated for up to 24' wide by 24' high door. Umits of Use Installation Instructions Approved for use In HVHZ: No FL88$8_R3 II_27-Q11- Mp cl W Approved for use outside HVHZ: Yes EL Q{iQ t2 ji 210 i3600 series ,eal d.pd-f Impact Resistant No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +187.7Max/-187.7Max Created by Independent Third Party: No Other. Design pressure at test door width of 16' = Evaluation Reports 50. 8 psi FL8688_R2 AE_28064_ER•07=0005-Rlpcf Created by Independent Third Party: Yes 8888. 16 622 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Door ( 22 Gauge) Lower design pressures calculated for up to 24' wlde by 24' high door. Limits of Use Installation Instructions Approved for use In HVHZ: No EL$886 82_il_27Q19.SQQ,fi9QSeles_instaL5010.1141 I Approved for use outside HVHZ: Yes Loaff8 R2 11 27013 6Qo.serles_ie4!ed.p9r Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No.7768 Design Pressure: +178.9Max/-178.9Max Created by Independent Third Party: No Other- Design pressure at test door width of 16' = Evaluation Reports 50. 0 psf EL Q RaA 1 Q§A .a 07 0U05=Rt,pdf Created by Independent Third Party: Yes - G i 4 of 5 2/ 8/2012 4:11 PM J S tc Sis% CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l -7^ ' 7 PP as Documented Construction Value: S 4 3 U `1 . Job Address: l0 J , 0MI 62 - .5 ITM F0IZ-b , f L . Historic District: Yes No Parcel ID: -35-5N (' -0600 O l b Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 5 r-rJ coop e 4,i :tl_ tilt DCGe ,, ,57A 4 /3`"4&W6. Plan Review Contact Person: e4l L-11 U131 I Ll!6le: Phone:`Fax:,:?- f1'' Email: illcc r/ermotc i. co-c, 1 Property Owner Information Name T—qir1 Gte_ lai r ti T tigrSein Phone: 7 .31 gD30 Street: ( 9".1- CJA2CI.'C' Resident of property? : City, State Zip: , It99 /ill y,• Fi4. 3 " 71/49 Contractor Information Name & 4646 Aqza--d.>.•, 4'o1,4 . Phone:. 35"P -SI --i/D 1 Street: Al'-O. d a X .4 9!M7Fax: Sa City, State Zip: 4(f X.11- a, ,--3 W State License No.: ArchitectlEngineer' Information Name: / b 0 Street:/{/ iLU/MLLV- .alaC City, St, Zip: n4juad )F% . Bonding Company: Address: Phone: 38,E - 7'-] 7 Fax: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 514 Edition (2014) Florida Building Code Revised: June 30, 2015 - -- / O Permit Application - — — --- 17 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contractexceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. rgnatur of Ownen'Agent Date Si store ofContractor/Agent Date Print Owner/Agent's Name Signature ofNotary-State of Florida Date Print Contractor/Agent's Name my c6imiSSION i 0178648 EXPIRES: February25, 2019 Oorded Thro Notary Public UnderemWs Owner/Agent is Personally Known to Me or Contractor/Agent is ' Personally Known to Me.or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood zone: Total Sq Ft of Bldg: Mn. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE4WAST= EWATER: ING: COMMENTS: Revised: June 30, 2015 Permit Application DATE: b BUSINESS/PROJECT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 4,07.688.5052 FAX: 407.688.5051 PERMIT NUMBER: ) r7 —' 0 / i I . , P,-. _ ADDRESS: Cs 2 v,-- CONTACT NAME: — PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRIN LER [ ] HOOD [ ]PAINT BOOTH [)TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY YES NO sue TOTAL FEES: 6 ') gas sIf+ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 7 3 U Job Address: fOy 7A10k,$I 1! - .5 ttM Fob , FL, Historic District: Yes No El Parcel ID: c9 S-1 `j -35-SN 2 - 0600 O t Q- b Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use[] Move Description of Work: 1-1'J cr. oP e 441=:s/zcc,9 dgt DCC e -- ,57A444 Plan Review Contact Person: 02&z4U e41 Phone:, S yd Fax:.Email:itletrrl e'r',. God Property Owner Information Name T l^ lck ) . Pd Marti'T, gic5i on Phone: 07 1 gD30 Street: ( 9w. mna-pd xx11- e4gc c Resident of property? City, State Z1p:.0 f99 Nay Fib. 3a7 Contractor Information Name Coo 649d 'alz4 .t Phone:. 35;;? 1 Street:, 0. /a g '/2O.SM'7 Fax: -!Sa - z9 `J City, State Zip: e -,i ' IV- '6^17,l0? State License No.: e1gel: 3 % 7-TA Architect/ Engineer" Information Name: 7f/Vl,{ AOW J 3 Phone: 96 - 7117 - -36 Street: /- V iL1/ST1 TAr .D ll/f Fax: City, St, Zip: , Qd j . B1Zrzj! FA . 32/! 7 E-mail: 7 dr. 3 d DD .ce •f- Bonding Company: 44 Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TBE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code U Revised: June 30, 2015 Permit Application — — NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this. property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual connstruction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contractexceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. rgnetur of OwnWAgent Date Si afore of Contractor/Agent Date Print Owner/Agent's Name Signature ofNotw-State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name S atumofNotary teat s. DEBBIEBLANTON Ir. Y COMA 4bSION i FF 17erAS EXPIRES: February 25, 2019 t?;' 0oe1ed Thru Notary Pine Undercmmrs Vl" Contractor/ Agent is' Personally Known to Me.or Produced ID Type. of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl Electrical Mechanical Plumbing[]' Gas[:] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: -i WASTE WATER: ENGINEERING: FIRE: BUILDING: COMWIENTS: Revised: June 30, 2015 Permit Application UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407A23.0504 - F: 407A23.3106 Work Order No. 92449 Inspection Report Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Date: 10/30/2017 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 322 Rough/LIG Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: Task Date Task Note User Name 10/30/2017 7:00 AM Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 CITY OF SANFORD OCT Z 3 209 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 9 Documented Construction Value: $ ` f a ,3( S . Job Address: i o y L—Gv t t.-s Historic District: Yes No Parcel ID: -a " O — S tO 12-" Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: to WA -tr' J VS45 / to wall #W74 rrUVW (o 14VAo«&1 / 44v j-vc Z, cloy lung 40+/ lcc n1a Kee-11 -Zy(c wgLih tvn+p Jv»,P Plan Phone: J'-/oo r rson: Fax: Title: Email: Property Owner Information Name 0r" q o ;-, Pcti-ri C_ Ic. j Rc= %I P Street:(04 Lore,, . City, State Zip: San t-or of , L 3 z-7 - 1 Phone: Resident of property? : Contractor Information Name )(c, m vI le -s Piy m. bi r-N Street: yv f" j0W&J S STD' C City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Phone: 3 Re - 7 3 8 c 2-07 q Fax: ;Ao - 7 3f - Qt-&- '49 7 State License No.: C FC,0 u 3 0 Z-l Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulati ng construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and.air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print O%kmer/Agent's Name Signature of Notary -State of Florida Date ao / r7 Sfenattire of)Contraktor/Agen ,{ ebaNtf 1^I/V 1' • /L5 Print Contractor/Agent's Name DONNA ANZALONE MY COMMISSION # GG 079289 EXPIRES: April 29, 2021 Bonded Thti Not W PuWle Undetwftm N) 3Y17 Owner/Agent is Personally Known to Me or Contractor/Agent is,',&_ PersonalTy Known to Me or Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] . Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[—] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: hate 30, 2015 Pemut Application Prestige Plumbing; LLC dba Ken Mullen Plumbing TO(k 1404 Yorktown St. Suite EDeLand, FL 32724 Name / Address Cox Construction and Develpment Corp Mr David Cox P.O Box 120597 Clermont, F134712-0597 Customer E-mail Customer Phone Customer Fax dmcunder@aol.com 352-394-6299 1 352-394-8308 Estimate Date Estimate # 6/6/2017 3 Project Magnolia et-iss D45 104 Lor + Description Qy Rate Total As per plans and specs dated 4-17-17 42,365.''00 42,365.00 All sanitary waste and vent to be PVC-DWV All water to be CPVC Sanitary to tap. Tap provided by others Water service to meter. Meter provided by others. All vents thru roof sealed by others. We shall supply and install the following: 6-Toto Entrada ADA white water closets 6-Lucerne ADA wall hung lavatories 6-Delta 501 lavatory faucets 1-Delta 520 lavatory faucet for private bath. Vanity and top by others 1-Toto urinal with Toto flush valve 2-Halsey Taylor hi -low drinking fountains 2-Mustee 17 laundry sinks with Delta faucet 1-Dayton 33x22 stainless steel kitchen sink 1-Delta 440DST kitchen sink faucet 1-Ice maker box 1-Emergency eye wash (same as Hereon) 1-Sump pump for docking area 7-Hose bibs 34" floor clean outs Cost for the above $42,365.00 Thank you for your consideration!!! Total 42,365.00 I of ti L L 4# a 8'i 17 (o I (o 7 d.anzalone@prestigeplumbingfl.com From: irth_host@callsunshine.com Sent: Wednesday, October 11, 2017 12:25 PM To: d.anzalone@prestigeplumbingfl.com Subject: SSOCOF CONFRM 2017/10/11 #00000 284706167-000 NORM NEW CONFRM 00000 CALL SUNSHINE 10/11/17 12:24:28ET 284706167-000 STREET Ticket: 284706167 Rev:000 Taken: 10/11/17 12:15ET State: FL Cnty: SEMINOLE GeoPlace: SANFORD CallerPlace: SANFORD Subdivision: Address : 104 Street : LOREN CT Cross 1 : SAINTJOHNS PKWY Within 1/4 mile: Y Locat: 104 LOREN CT LOCATE ENTIRE PROPERTY INCLUDE FRONT R/O/W Remarks: *** LOOKUP BY ADDRESS *** Grids :2848C8118A 2848D8118A Work date: 10/13/17 Time: 08:OOET Hrs notc: 043 Category: 4 Duration: 02 DAYS Due Date: 10/13/17 Time: 23:59ET Exp Date : 11/10/17 Time: 23:59ET Work type: INSTALL ROUGH UNDERGROUND PLUMBING Boring: N White -lined: N Ug/Oh/Both: U Machinery: Y Depth: 4FT Permits: N N/A Done for: COX CONSTRUCTION Company: KEN MULLEN PLUMBING, INC Type: CONT Co addr : 1404 YORKTOWN ST Co addr2: SUITE E City : DELAND State: FL.Zip: 32724 Caller : DONNA ANZALONE Phone: 386-738-9299 Contact: LEON MERROW'Phone: 386-576-6446 BestTime: 8-4:30 Fax :386-738-9297 Email : D.ANZALONE@PRESTIGEPLUMBINGFL.COM Submitted: 10/11/17 12:15ET Oper: DIA Mbrs : BH1957 CO1967 CO1968 COS435 FPLSEM FPUCO2 SB2186 SBF02 SEM814 1 d.anzalone@prestigeplumbingfl.com From: irth_host@callsunshine.com Sent: Friday, October 13, 2017 12:06 PM To: d.anzalone@prestigeplumbingfl.com Subject: Response to Sunshine State One Call ticket 284706167 The following facility operators have responded for this locate request: . Ticket 284706167 FL: SEMINOLE County, SANFORD City 104 LOREN CT FL PUBLIC UTILITIES Clear No Facilities SEMINOLE COUNTY Clear No Facilities FLORIDA POWER & LIGHT--SEMINOLE Response has not been entered*** A T & T/ DISTRIBUTION Response has not been entered*** CITY OF SANFORD UTILITIES DEPT Marked CHARTER COMMUNICATIONS Response has not been entered*** CITY OF SANFORD PUBLIC WORKS Clear No Facilities CITY OF SANFORD PUBLIC WORKS No Conflict - utility is outside of the requested work site The most up-to-date response status can always be gathered at http://www.online8ll.com/IRTHOneCall/ or by calling 1 800) 852 - 8057. 1 PERMIT # i -7 -- " 111 Project Name: OCT 12 2017 CITYYOF SANFORD BUILDING & FIRE PREVENTION DIVISION EARLY START AUTHORIZATION — APPLICATION/PERMIT r'1 Date: Project Address: _ley .4Di1fJW &L Contractor Name: 6X o,OWA`r,ealo1-I EARLY START AUTHORIZATION CONDITIONS City of Sanford and the Owner/contractor listed agree to the following: I. A complete building permit application and plans shall be submitted at the time of the request for Early Start Authorization. 2. This Early Start Authorization is for interior work or other work as determined by the Building Official. 3. Work must comply with any and all other local, state and federal agencies related to the development and construction proposed and compliance with asbestos NESHAP regulations must occur for all demolition work. 4. Work shall not be concealed and must remain open for all necessary inspections. At the time of inspections, any work concealed shall be uncovered. 5. The contractor acknowledges that all subcontractors will be properly licensed and have current worker's compensation coverage. 6. All subcontractors are responsible for pulling their own permits. 7. Inspections of work for any construction trade will not be made until a permit has been issued for the trade. 8. The Early Start Authorization does not guarantee that construction plans will be approved as submitted. All work done prior to the issuance of the required permits shall be at the Owner's/Contractors risk. 9. The Owner/Contractor acknowledge that additional fees, including but not limited to impact and zoning fees, may be due at the time of building permit issuance, and or prior to Certificate of Occupancy. 10. The Owner/Contractor acknowledge that additional site improvements, including but not limited to installation of a grease trap, accessible parking and landscaping, may be required at the time of building permit issuance. 11. The Owner/Contractor agree to indemnify and hold the City of Sanford/Agents free and harmless from any and all claims, causes of action, damages, losses penalties or costs, including but not limited to, all attorneys fees (whether from litigation or administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising out of, either directly or indirectly, the construction or operation at the premises covered by the Early Start Authorization, whether the liability, loss or damage is caused by, or arises out of, the negligence or the City of Sanford/Agents or its officers, agents, employees, or otherwise. 12. If the City of Sanford/Agents shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the subject premises, or by reason of any omission with respect to the construction or operation on the subject premises, the Owner/contractor shall indemnify and hold City of Sanford/Agents harmless against all judgments, settlements, penalties and expenses, including attorney's fees, court costs and other expense of litigation of defense relating to such claim or litigation or administrative proceeding, at the election of the City of Sanford/Agents, the Owner/Contractor shall also defend the City of Sanford. 13. It is understood and hereby acknowledged between the parties hereto that the City of Sanford/Agents shall not be liable for any act or other obligation to the Owner/Contractor. 14. This Early Start Authorization will terminate upon the issuance of a Building Permit for property covered under this Early Start Authorization; however, this agreement shall remain in effect for all events occurring prior to the issuance of the Building Permit. By signing this Early Start Authorization Application, the undersigned acknowledges and agrees to condition 1 through 14. ontractor Signature UNIVERSAL tuENGINEERING SCIENCES / Consultants In: Geotechnical Engineering - Environmental Sciences vGeophysicalServices - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 92583 Inspection Report Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Date: 10/31/2017 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 103 Monolithic Slab Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: Task Date Task Note User Name 10/31/2017 7:00 AM Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 P4 90-Y`24 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100007 DATE: October 11, 2017 BUILDING APPLICATION #: 17-10000743 BUILDING PERMIT NUMBER: 17-10000743 UNIT ADDRESS: LOREN CT 104 28-19-30.5NR-0000-0120 0- d 9-7 3 6-11, 30 -S o? 31 907 5- TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: HARGON PATRICK & MARY ADDRESS: 672 MOURNING DOVE CIR LAKE MARY FL 32746 LAND USE: WAREHOUSE & OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 23,925 WAREHOUSE & OFFICE 104 LOREN CT FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Office < 100K Square Feet 1,545.00 3.634 1000gsft 5,614.53ROADS -COLLECTORS CO -WIDE ORD Office < 100K Square Feet .00 .000 1000gsft .00ROADS -ARTERIALS CO -WIDE ORD Warehousing* 358.00 20.291 1000gsft 7,264.17ROADS-COM"NORS CO -WIDE ORD Warehousing* .00 .000 1000gsft .00FIRERESCUEN/A LIBRARY N/A .00 SCHOOLS N/A . 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A .00 AMOUNT DUE 12,878.00 STATEMENT RECEIVED BY: D SIGNATURE: 4(PASE PRINT NAME) DATE: O " ZO NOTE TO RECEIVING SIGNATORY/APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 97746 Inspection Report Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Date: 01/02/2018 Any am Permit No: 17-2973 Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-5164401 Scope of Inspection: CODE 409 Mechanical Rough Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 q24 9a-424 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 97745 Inspection Report Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Date: 01/02/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2073 Client: Cox Construction 8. Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: DavidICox at 352-516-4401 Scope of Inspection: CODE 220 Rough Wall Electric Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Work Order No. 97744 Date: 01/02/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 317 Rough Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 yC 9C-740- UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review Work Order No. 97743 Inspection Report Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Date: 01/02/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 109 Framing Inspection Inspection Type: See Scope Disposition of Inspection: Partial Pass Comments: Task Date Task o e User Name 01/02/2018 Interior walls only. Window framing remains. Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 MW I CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ) -2- a 9 7 3 Documented Construction Value: $ 4-50n (7 - (D Job Address: 104 Lo e-6,0 C 2.T SP"fcoiZT_ Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 15 N C V U T S W ( 1A '_160 C Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name MRC,t1v0uJ- ee-e55 /Cox CDn-Si • Phone: 352 S I.6 4 L('a Street: City, State Zip: Resident of property? : Contractor Information Name 4 S\ T\ L LJ 5 L I "C_ Phone: 4 S S 6$ Street: L 10 P-G &-A L 'moo os C O-C City, State Zip: V) I rJ TL 0- CiP, 12bE, - Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: CA C_ I g l 51 6 S Architect/ Engineer Information Phone: Fax: E- mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. _ FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application F NOTICE: In addition to the requirements of this permit, there may be 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 7 D. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I I Nv,o Signature of Owner/Agent Date4 ture of Contract /Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Prin tractor/Agent's Name Signature of Nota -S t DEBBIE BLANTON MY COMMISSION It FF 178648 EXPIRES: February 25.2019 o •, hd Bonded Thru Notary Pubbc UMenvrilers Contractor/Agent is Personal) own to Me or Produced 1D Type of ID L. BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application POSITIVEIVE POSITIVE PLUS AIR CONDITIONING INC. P Regal Downs Circle WinWinter Garden, FL 34787 Phone 407-529-5689 • Fax 407 654-2771 AIR CONDITIONING Email positiveac@yahoo.com www.Dositiveac.com INC QUOTEFOR: Name: Cox Construction Attn: Address: Address: City/State/Zip Quote Number: 521858 Quote Date: 5/21 /2017 Due Date: Quote From Positive Plus AC Inc Naresh Jamwant 410 Regal Downs Circle Winter Garden, FL 34787 SCOPE OF WORK: Work Description: Permit No: Magnolia Press Install HVAC in new building 10 4 I-0 V'"J L12T Ste"' Quantity Description Unit Price Total 2 10 Tons Split Air Conditioning unit in warehouse 3 5 Tons Split Air Conditioning unit in office area 5 Duct System for all units 5 fresh air and exhausts stem 1 Total to furnish all above 45,000.00 45,000.00 Total 45,000.00 Approved: Name: lure: Date: Our Business is state Certilred, Licensed and Insured for your Protection and Assurance If you have any questions regarding this Quote, please contact: Naresh Jamwant 1 407-529-5689 1 positiveac(Dvahoo.com Name: Phone: Emall: Copyright Positive AC Inc UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Work Order No. 99298 Date: 01/17/2018 Any am Permit No: 17-2973 Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 131 Drywall Screw Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 424 9 UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407A23.3106 Work Order No. 98968 Inspection Report Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectN o.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 215 Temp Pole Inspection Inspection Type: See Scope Disposition of Inspection: Pass Date: 01/11/2018 Any am Permit No: 17-2973 Lot No.: Contact: David Cox at 352-516-4401 Comments: Task Date Task Note User Name 01/112018 1 contacted City of Sanford to release to Power Co. Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 P4 90-4-4 e. b110% CITY OF SANFORD DING & FIRE PREVENTION PERyM IT APPQLICATION Application No: /— ° 1 3 Documented Construction Value: Sc Job Address: J(A L of -par) Q)L ,OM21 Historic District: Yes No0 Type of Work: Description of Work: Plan Alteration Residential Commercial, Demo Change of Use Move Contact Persona )n Title: Phone: qrf 7 - L[4?,, • (.off ( I Fax: Email: Property Owner Information Name MCA,"L 1 -1 Phone: Street: O Resident of property? City, State Zip: I eAAC o CL\CLA"J" V1 M uc-D Contractor Information Name PhonQe:7 - ug,''Un92 Stree Fax:M- &09. cs)a l City, State Zip: QQCKULl State License No.: r:TQCm1QcA Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulati ng construction 0 in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, b furnaces, boilers, heaters, tanks, and air conditioners, etc. + FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30.2015 ( ^ Pcrmil Application` e - . % NOTICE: In addition to the requirements of this permit, there may be 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4& s k=/ 02c, / Signature of Owner/Agent Date SignaturcofContra o Agent Date w alma n Print Owner/Agent's Name Print Contractor/Agent's Namc Signature of Nolary-Stale of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID io`' r R••; 4001 LEE NAF1tllstnr - Notary Public • state of florlda My Comm. Explres Oct 27.2018 o". Commission N FF 171648 orgd ttv ugll National Notary Assn. Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY ly Known to Me or Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No ASTE WATER: BUILDING: Revised June 30.2015 Permit Application Page 1 of 2 Providing Safety & Solutions" State License # 20001201 Proposal Number: 17 — 0873 Proposal Date: December 22, 2017 Customer: David Cox Construction Property Location: Magnolia Press, 104 Loren Ct. Sanford, Fla. Work Description: Fire Sprinkler Monitoring Alarm System 1.0 SCOPE OF WORK FSS will Install a fire sprinkler monitoring system for new warehouse located at 104 Loren Ct. Sanford Fla. This will system that will consist of the following; One (1) Fire Alarm Control Panel. One (1) Pull Station. One (I) Heat Detector above the fire panel. Connection to the Flow Switch. Connection to the Control Valve. Connection to the Back Flow Preventer. Complete permit package with plans. Programming and testing. All fire alarm parts, wire, labor and required miscellaneous parts. Final Inspections and training. 2.0 PROPOSAL PRICE 2.1 Labor, Material, Permit........................................................ $22 0 _ S14 The above price is firm for thirty days from the date of this quotation. Purchase orders or contracts received after twenty (20) days will be subject to review and possible adjustment in price and/or delivery. The above pricing does not include any'applicable sales tax. NOTE; Boxes, conduit and electrical to fire panel by others. NOTE; Contractor to Provide Lock Box. Florida Safety Systems, LLC 522 Hunt Club Blvd, #372 Apopka, FL 32703 Phone: (407) 948-0079 * Fax: (888) 869-2059 Page 2 of 2 3.0 PAYMENT TERMS 3.1 Customer will be invoiced 50% upon receiving of permit. 3.2 Customer will be invoiced remaining balance at the final inspection 4.0 CUSTOMER'S RESPONSIRII.TIF,S ITEM NO. YES NO I DISCRIPTION 1. X To provide a complete conduit raceway with pull strip 2. X To provide and install back boxes with stub -ups and required underground racewaywith pull strip 3. X To provide and install any necessary fire caulking ,`or fire sleevin . 4. X To provide a raceway with pull string for any required underground raceway. 5. X To provide a common ground for sure protection[equipment. 6. X When applicable to provide any necessary core driillin . 7. X To install fire alarm panel back boxes and any weatherproof -back boxes. 8. X To provide termination cabinets as required. 1 9. X To provide electronic CAD file of the base buildink plan for the creation of engineered shop drawings. 10. X To provide a copy of the contract drawings with the engineer of records seal for permitting, unless the seal is provi i ed by FSS as a separate option. IL X To provide 120 VAC as required. 12. X If a lift is required, customer to supply or a separate' provided if desired. quote will be 13. X To provide a hard copy of the specifications and contract used for bidding purpose, if awarded bid. drawings 14. X Two 2 dcdicated phone lines for the fire panel. 5.0 FSS WILL PROVIDE THE FOLLOWING DISCRIPTION YES/NO DISCRIPTION I YES/NO Equipment Y Panel Back Boxes Y Engineered Shop Drawings Y Functional Pre -Test Y Fire Inspector Test Y Programming Y Data Submittals Y Permit Y Wire / Materials Y Labor for Installation Y Taxes Y Florida PE Seal Y Lock Box N I Todd SIGNEDAND DATED Date I 1 2_- 3 -17 Date Florida Safety Systems, LLC 522 Hunt Club Blvd, #372 Apopka, FL 32703 Phone: (407) 948-0079 * Fax: (888) 869-2059 FLORIDA SAFETY SYSTEMS, LLC 522 Hunt Club Blvd, Suite 372 Apopka, FL 32703 Phone: (407)-948-0079 Fax: (888) 869-2059 Power of Attorney DATE: 12/ 88/2017 PROJECT NAME: Ma nolia Press PROJECT ADDRESS: 104 Loren Court 32771 1, Todd A Bengtson, license # EF20001201, Hereinafter referred to as the "License Holder, " the President of Florida Safety Systems, LLC hereinafter referred to as the "Company", hereby appoint the following person as Attorney -in -Fact of the License Holder / Company, i order to (a) sign and submit building applications, (b) obtain building permits, and (c) obtain the certificate of occupancy from the: City of Sanford on behalf of the License Holder / Company: Appointed Person: jJodi Bengtson ICENSE LDER Signature: \ Print Name: ITodd Bengtson' Title: President The foregoing instrument was acknowledged before me on 12/28/2017 by ITodd Bengtson the President of Florida Safety Systems, LLC, a Florida corporation, on behalf of the corporation. He/She: Personally know to me Q Choice 1 Identification Has Produced Identification O Choice 2 Produced: J001 LEE HARRISON As identified and who did not take oath. :' 2,.- 4`% Nolary Public State of Florida My Comm. Expires Oct 27, 2018 Notary Public: ^.< <,?' s commisslon FF,1718ae 8ondedthrough foary Assn. My Commission Expires'- /27/2018 i IVISION CE FEES 38.5052 II PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O h"IRE ALARM [ J FIRE SPRINKLER [ J HOOD [ ]PAINT BOOTH DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: S I 38.5051 y TANK Page I of Providing Safety & Solutions" State License # 20001201 j December 28, 2017 City of Sanford 300 N. Park Ave Sanford, FL 32711 RE: Fire Alarm Permit Submittal Magnolia Press 104 Loren Court Sanford, FL 327711 Sanford Plans Examiner; Florida Safety Systems has been contracted to install a Fire Sprinkler Mc the new warehouse building located at Magnolia Press, 104 Loren Court. The Occupancy is "B" Business and "S-1" Storage, with a total possible 116 people. This will consist of; One (1) Fire Lite MS- 5 UD Fire Panel II' One (1) Fire Lite Pull Station, located at the fire panel 1 One (1) System Sensor Heat Detector Monitoring of the Flow Switch Monitoring of the Control Valve Monitoring of the Backflow Preventer. , Monitoring will be completed by Napco StarLink Cellular Fire System The general contractor will be picking up the lock box. , I Please feel free to contact me with any questions. Sincerely, Todd Bengtson President Florid Safety Systems. LLC I Florida Safety Systems, LLC 522 Hunt Club Bled, P372 Apopka. FL 32703 Phone: (407) 948-0079 * Fax: (888) 869-2059 System to Florida. load of mi DF-52416:13 • A3-20 MS-5UD(E)/MS-10UD(E) Series Five Zone Fire Alarm Control Panel Ten Zone Fire Alarm Control Panel General The MS-SUD-3(E) is a five -zone FACP (Fire Alarm Control Panel) and the MS-10UD-7(E) is a ten -zone FACP. These con- trol panels provide reliable fire signaling protection for small to medium-sized commercial, industrial, and institutional build- ings. Both panels include built-in communicators for Central Station Service and remote upload/download. Each of these FACPs is compatible with System Sensor's microprocessor -based P series detectors. These conventional smoke detectors can transmit a maintenance trouble signal to the FACP indicating the need for cleaning and a supervisory freeze" signal when the ambient temperature falls below the detector rating. Additionally, both the MS-5UD-3 and MS- 10UD-7 are compatible with conventional input devices such as two- and four -wire smoke detectors, pull stations, waterflow devices, tamper switches, and other normally -open contact devices. Refer to the Fire-Lite Device Compatibility Document for a complete listing of compatible devices. Outputs include four NACs (Notification Appliance Circuits), three programmable Form-C relays (factory programmed for Alarm, Trouble, and Supervisory) and 24 VDC special applica- tion resettable and nonresettable power outputs. The FACPs supervise all wiring, AC voltage, battery level and telephone line integrity. Activation of a compatible smoke detector or any normally - open fire alarm initiating device will activate audible and visual signaling devices, illuminate an indicating LED, sound the piezo sounder at the FACP, activate the communicator and FACP alarm relay, and operate an optional module used to notify a remote station or initiate an auxiliary control function. New options include a UL listed printer, PRN-6F and Firel-ite's IPDACT Internet Monitoring module. The FireWatch Series internet monitoring modules IPDACT-2 and IPDACT-2UD per- mit monitoring of alarm signals over the Internet saving the monthly cost of two telephone lines. Although not required, the secondary telephone line may be retained providing backup communication over the public switched telephone line. NOTE. The MS-5UD-3E and MS-10UD-7E offers the same fea- tures as the MS-5UD-3 and MS-10UD-7 but allow connection to 240 VAC. Unless otherwise specified, the information in this data sheet applies to both the 120 VAC and the 240 VAC versions of these panels. NOTE. For ULC-listed models, see DF-60440. Features Listed to UL Standard 864, 9th edition. Built-in DACT (Digital Alarm Communicatorlrransmitter). Style B (Class B) IDC (Initiating Device Circuit) MS-5UD-3 - five IDCs. MS-10UD-7 - ten IDCs. Style Y (Class B) NAC (Notification Appliance Circuit) - spe- cial application power MS-5UD-3 - four NACs. MS-10UD-7 - four NACs. Notification Appliances may be programmed as Silence Inhibit. Auto -Silence. 9 Fire•LiTe Marms by Honeywell Strobe Synchronization for System Sensor, Wheelock, Gentex, Faraday, or Amseco devices. Selective Silence (horn -strobe mute). Temporal or Steady Signal. Silenceable or Nonsilenceable. Optional CAC-5X Style Z (Class A) Converter Module for NACs and IDCs (2 required for MS-10UD-7). Form-C Relays for Alarm, Trouble and Supervisory - Con- tact Ratings 2.0 A® 30 VDC or 0.5 A ® 30 VAC (resistive). 3.0 A total system current for MS-5UD-3. 7.0 A total system current for MS-10UD-7. Optional Dress Panel DP-51050 Optional Trim Ring TR-CE for semi -flush mounting. 24 volt operation. Low AC voltage sense. Alarm Verification. PAS (Positive Alarm Sequence). Automatic battery trickle charger. Up to eight ANN-BUS annunciators: Optional 8 zone Relay Module ANWRLY. Optional LED Annunciator Module ANN-LED, Optional Remote Annunciator ANN-80. Optional Remote Printer Gateway ANN-S/PG. Optional LED Annunciator Driver ANN-1/0. Optional 4XTMF module (conventional reverse polarity/city box transmitter). PROGRAMMING AND SOFTWARE: Can be programmed at the panel with no special software or additional equipment. Programmable Make/Break Ratio. Upload/Download (local or remote) of program and data via integral DACT. DF-52416:1) • 07/26/2010 —Page 1 of 4 USER INTERFACE: Built-in DACT (Digital Alarm Communicatorlfransmitter). Integral 80-character LCD display with backlighting and keypad. Real-time clock/calendar with automatic daylight savings adjustments. ANN-BUS for connection to remote annunciators. Audible or silent walk test capabilities. Piezo sounder for alarm, trouble, and supervisory. Controls and Indicators LED INDICATORS FIRE ALARM (red) SUPERVISORY (yellow) TROUBLE (yellow) AC POWER (green) ALARM SILENCED (yellow) CONTROL BUTTONS ACKNOWLEDGE ALARM SILENCE SYSTEM RESET (lamp test) DRILL Terminal Blocks AC Power — TB1: MS-5UD-3 (FLPS-3 Power Supply): 120 VAC, 50/60 HZ, 1.00 A. MS-5UD-3E (FLPS-3 Power Supply): 240 VAC, 50 HZ, 0.54 A. MS-10UD-7 (FLPS-7 Power Supply): 120 VAC, 50/60 HZ, 3.80 A. MS-10UD-7E (FLPS-7 Power Supply): 240 VAC, 50/60 HZ, 2.20 A. Wire size: minimum 14 AWG (2.00 mm2) with 600 V insulation. Supervised, nonpower-limited. Battery (sealed lead acid only) — J12: Maximum Charging Circuit - Normal Flat Charge: 27.6 VDC 1.4 A. Supervised, nonpower-limited. Maximum Charger Capacity: 18 AH battery for MS-5UD- 3(E), and 26 AH battery for MS- 10UD-7(E). [Two 18 Ah bat- teries can be housed in the FACP cabinet. Larger batteries require separate battery box such as the BB-26 or BB-55.] Top = = Depthl= 5.207" (13.23 cm) i I Door = 16.821" (42.73 cm) 0 Backbox = 16.65" (42.29 cm) M Left Side Door = 19.26" (48.92 cm) Backbox = 19.0" (48.26 cm) Bottom ; Cabinet Measurements Page 2 of 4 — DF-52416.D • 07/26/2010 Depth = 5.257"_0 13.353 cm) Right Side Minimum Battery Size: 7 AH. Initiating Device Circuits — T84 (and TB 6 on MS-10UD-7 only): Alarm Zones 1 - 5 on TB 4 (MS-5UD-3 and MS-10UD-7). Alarm Zones 6 - 10 on T136 (MS- IOU D-7 only). Supervised and power -limited circuitry. Operation: All zones Style B (Class B). Normal Operating Voltage: Nominal 20 VDC. Alarm Current: 15 mA minimum. Short Circuit Current: 40 mA max. Maximum Loop Resistance: 100 ohms. End -of -Line Resistor: 4.7K ohm, 1/2 watt (P/N 71252 UL- listed). Standby Current: 2 mA. Refer to the Fire•Lite Device Compatibility Document for listed compatible devices. Notification Appliance Circuits — TB5 (and TB 7 on MS- 10UD-7 only): Four NACs Operation: Style Y (Class B) Special Application power Supervised and power -limited circuitry Normal Operating Voltage: Nominal 24 VDC Maximum Signaling Current: 3.0 A for MS-5UD-3, 2.5 A maximum per NAC; 7.0 A for MS-10UD-7(E), 3.0 A maxi- mum per NAC. End -of -Line Resistor: 4.7K ohm, 1/2 watt (Part #71252) Max. Wiring Voltage Drop: 2 VDC Refer to the Fire•Lite Device Compatibility Document for com- patible listed devices. Form C Relays — TBS: Relay 1 (factory default programmed as Alarm Relay) Relay 2 (factory default programmed as fail-safe Trouble Relay) Relay 3 (factory default programmed as Supervisory Relay) Special Application Resettable Power — T89: Jumper selectable by JP31 for resettable or nonresettable power. Operating voltage: 24 VDC nominal. Maximum available current: 500 mA - appropriate for pow- ering four -wire smoke detectors. Power -limited circuit. Refer to the Fire•Lite Device Compatibility Document for listed compatible devices. Remote Sync Output - T82: Remote power supply synchro- nization output, only required for the MS-5UD-3.24 VDC nom- inal special application power. Maximum current is 40 mA. End -of -Line Resistor: 4.7K ohm. Supervised and power -lim- ited circuit. Product Line Information MS-5UD-3: Five -zone, 24-volt Fire Alarm Control Panel includes backbox, FLPS-3 power supply, technical manual, and a frame & post operating instruction sheet). 120 VAC operation. MS-5UD-3E: Same as MS-5UD-3 except for 240 VAC opera- tion. MS-10UD-7: Ten -zone, 24-volt Fire Alarm Control Panel includes backbox, FLPS-7 power supply, technical manual, and a frame & post operating instruction sheet). MS-10UD-7E: Same as above with 240 VAC FLPS-7. IPDACT, IPDACT 212UD Internet ' Monitoring Module: Mounts in bottom of enclosure with optional mounting kit (PN IPBRKT). Connects to primary and, secondary DACT tele- phone output ports for internet communications over customer provided ethernet internet connection. Requires compatible Teldat Visoralarm Central Station Receiver. Can use DHCP or static IP. (See data sheet DF-60407 for more information.) IPBRKT: Mounting kit for IPDACT in common enclosure. IPSPLT- Y Adaptor option to allow connection of both panel dialer outputs to one cable input to IPDACT (sold separately). OPTIONAL MODULES CAC-5X: Optional (Class A) Converter Module. Converts Style B (Class B) Initiating Device Circuits to Style D (Class A); and Style Y (Class B) Notification Appliance Circuits to Style Z Class A). Connects to J2 on the MS-5UD-3 and MS-10UD- 7(E) main circuit board and to J7 on thI e MS-10UD-7(E). NOTE. Two Class A Converter Modules are required for the ten. zone panel. 4XTMF: Transmitter module. Provides a supervised output for local energy municipal box transmitter and alarm and trouble reverse polarity. Includes a disable switch and disable trouble LED. A module jumper option allows the reverse polarity circuit to open with a system trouble condition if no alarm conditions exists. Mounts to the main circuit board connectors J4 and J5. COMPATIBLE ANNUNCIATORS ANN- 80: Remote LCD Annunciator. ,Mimics the information displayed on the FACP's LCD. Red. (For white, order: ANN- 80- W.) ANN- LED: LED Annunciator with three LEDs for each zone: Alarm, Trouble, and Supervisory. Mounts in the DP-51050(B) dress panel. Red. (For white, order ANN-LED-W.) ANWRLED: LED Annunciator with three alarm (red) indica- tors for up to 30 input zones or addressable points. (Red. For white, order ANN-LED-W.) (See DF-60241). ANN- RLY: Relay module. Mounts inside the cabinet. Provides ten Form C relays. ANN- S/PG: Serial/parallel printer gateway. Provides a connec- tion for a serial or parallel printer. ANN- VO: Driver module. Provides connections to a user -sup- plied graphic annunciator. ACCESSORIES DP- 51050: Optional dress panel. Restricts access to the sys- tem wiring while allowing access to the membrane switch panel. BB- 26: Battery backbox, holds up to two 25 AH batteries and CHG- 75. BS- 55: Battery backbox, holds up to two 25 AH batteries. TR- CE: Optional trim -ring for semi -flush mounted cabinets. PRN- 6F: UL listed printer. DF• 52416:D'• 07/26/2010 — Page 3 of 4 SYSTEM SPECIFICATIONS System Capacity Annunciators......................................................................8 Electrical Specifications MS-5UD-3 (FLPS-3 Power Supply): 120 VAC, 60 HZ, 1.0 A MS-10UD-7 (FLPS-7 Power Supply): 120 VAC, 60 HZ, 3.90 A MS-5UD-3E (FLPS-3 Power Supply): 240 VAC, 50 HZ, 0.54 A. MS-10UD-7E (FLPS-7 Power Supply): 240 VAC, 50 HZ, 2.20 A. Wire size: minimum 14 AWG (2.0 mm2) with 600 V insula- tion, supervised, nonpower-limited Cabinet Specifications Door: 19.26" (48.92 cm.) high x 16.82' (42.73 cm.) wide x 0.72" (1.82 cm.) deep. Backbox: 19.00' (48.26 cm.) high x 16.65" (42.29 cm.) wide x 5.25" (13.34 cm.) deep. Trim Ring TR-CE): 22.00' (55.88 cm.) high x 19.65" (49.91 cm.) wide. Shipping Specifications Dimensions: 20.00' (50.80 cm.) high 22.5' (57.15 cm.) wide 8.5' (21.59 cm.) deep. Weight: 27 lb (12.20 kg) Temperature and Humidity Ranges This system meets NFPA requirements for operation at 0 — 49•C/32 — 120•F and at a relative humidity 93% t 2% RH noncondensing) at 32•C t 2•C (90•F t 30F). However, the useful life of the system's standby batteries and the electronic components may be adversely affected by extreme tempera- ture ranges and humidity. Therefore, it,is recommended that this system and its peripherals be installed in an environment with a normal room temperature of 15 — 271C/60 — 80•F. Agency Listings and Approvals The listings and approvals below apply to the basic MS-5UD-3 and MS-10UD-7 control panels. In some cases, certain mod- ules or applications may not be listed by certain approval agencies, or listing may be in process. Consult factory for lat- est listing status. UL Listed: File S624 FM Approved CSFM: 7165-0075:0214 MEA: MEA:333-07-E NOTE. For ULC-listed models, see DF-60440. NFPA Standards The MS-5UD-3(E) and MS-101LID-7(E) complies with the fol- lowing NFPA 72 Fire Alarm Systems requirements: LOCAL (Automatic, Manual, Waterflow and Sprinkler Supervisory). AUXILIARY (Automatic, Manual and Waterflow) (requires 4XTMF). REMOTE STATION (Automatic, Manual and Waterflow) Where a DACT is not accepted, the alarm, trouble and supervisory relays may be connected to UL 864 listed transmitters. For reverse polarity signaling of alarm and trouble, 4XTMF is required.) PROPRIETARY (Automatic, Manual and Waterflow). CENTRAL STATION (Automatic, Manual and Waterflow, and Sprinkler Supervised). OT, PSDN (Other Technologies, Packet -switched Data Network) FlreLlte® Alarms and System Sensor® are registered trademarks of Honeywell International Inc. 02010 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. 1 S 0 9001 This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. BlillY lllfi 6 MA111UNa BIBl All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S. A. For more information, contact Fire-Lite Alarms Phone: (800) 627.3473, FAX- (877) 699-4105. www.firelite.com Page 4 of 4 — DF-52416:D • 07/2612010 SYSTEM SENSOR" 5600 Series Mechanical Heat Detectors System Sensor' 5600 series mechanical heat detectors offer a low-cost means for property protection against fire, and for non -life -safety installations where smoke detectors are inappropriate. Features Multiple configurations for installations- Single- and dual -circuit models Fixed temp and combination fixed- lemp/rate-of-rise 135•F or 194•F ratings Plain housing for residential installations (Model 5601 P) Easy -to -use terminal screws A broad range of back box mounting options: Single gang 3.5-and 4-Octagonal 4-square with square to round pl?ster ring Reversible mounting bracket Agency Listings LISTEI) APPROVED O S2101 30,6008 CS630 7270.16530167 Multiple configurations. The 5600 series offers a full -line of configurations to accommodate a broad range of applications. Both single- and dual -circuit models are available for low- and high - temperature ratings with either fixed temperature or combination fixed temperature/rate-ol-rise (ROR) activation. The ROR element of the fixed/ROR models is restorable to accommodate field-testing. Installation flexibility. To satisfy a variety of installation needs, the 5600 series easily mounts to single -gang and octagonal back boxes. And these models accommodate tour -square back boxes, when used with a square to round plaster ring. The reversible mounting bracket permits both flush- and surface -mount back box installations Visual identification. The 5600 series provides clear markings on the exterior of the unit to ensure that the proper defector is being used. Alphanumeric characters identify the activation method, as well as the temperature raling, in Fahrenheilland Celsius degrees. Fixed temperature models are identified FX,'while combination fixed/ rate -of -rise units are marked FX/ROR. The 5600 series also provides a post -activation indicator in the loan of a collector. When the defector is activated, the collector drops from the unit, snaking it easy to identify the unit in alarm. Specifications Mechanical heat detector shall be a System Sensor 5600 series model number , listed to Underwriters Laboratories UL 521 for Heat Detectors for Fire Protective Signaling Systems. The detector shall be either a single -circuit or a dual -circuit type, normally open. The detector shall be rated for activation at either 135°F (57°C) or 194°F (90°C), and shall activate by means of a fixed temperature thermal sensor, or a combination fixed temperature/rate-of-rise thermal sensor. The rate -of -rise element shall be activated by a rapid rise in temperature, approximately 15°F (8.3°C) per minute. The detector shall include a reversible mounting bracket for mounting to 3'/-inch and 4-inch octagonal. single gang, and 4-inch square back boxes with a square to round plaster ring. Wiring connections shall be made by means of SEMS screws that shall accommodate 14-22AWG wire. The detector shall contain alphanumeric markings on the exterior of the housing to identify its temperature rating and activation method. 1 he rate-ol-rise element of combination fixed leinperature/rate-ol-rise nnodels shall be restorable, to allow for field-testing. 1 he detectors shall include an external collector that shall drop upon activation to identify the unit in alarm. Physical/Operating Maximum Installation Temperature 5601P, 5603, 5621, and 5623: 100°F (38°C) 5602, 5604, 5622, and 5624: 150*F (65.6°C) Operating Humidity Range 5 to 95% RH non -condensing Dimensions with mounting bracket Diameter: 4.57 inches (I 1.6cm) Height: 1.69 inches (4.3cm) Alarm Temperature 5601P. 5603. 5621, and 5623: 135°F (57°C) 5602, 5604, 5622, and 5624 194°F (90°C) Weight 6 oz. (170 grams) Rate -of -Rise Threshold 15°F (8 3°C) rise per minute (models 5601P, 5602, 5621, and 5622 only) Mounting 3'/-inch octagonal back box 4-inch octagonal back box Single gang back box 4-inch square back box with a square to round plaster ring Electrical Specifications Operating Voltage / Contact 6-125VAC / 3A Ratings 6-28VDC / I 125VDC / 0.3A 250VOC / 0.1 A Input Terminals 14-22 AWG Ordering Information 5601P Single None 135°F (57°C) Fixed Temperature / Rate -of -Rise 50 feet x 50 feel (15.24m x 15.2m) 5602 Single Lettering 194°F (90°C) Fixed Temperature / Rate -of -Rise 50 feet x 50 feel (15.24m x 15.2m) 5603 Single Lettering 135°F (57°C) Fixed Temperature 25 feel x 25 feel (7.62m x 7 62m) 5604 Single Lettering 194°F (90°C) Fixed Temperature 25 feet x 25 feet (7.62m x 7.62m) 5621 Dual Lettering 135°F (57°C) Fixed Temperature / Rate -of -Rise 50 feel x 50 feet (15.24m x 15.2m) 5622 Dual Lettering 194°F (90°C) Fixed Temperature / Rate -of -Rise 50 feel x 50 feel (15.24m x 15.2m) 5623 Dual Lettering 135°F (57°C) Fixed Temperature 25 leet x 25 feel (7.62m x 7.62m) 5624 Dual Lettering 194°F (90°C) Fixed Temperature NOTE: Refer to NFPA72 guidelines for spacing reductions when ceiling heights exceed 10 leel. 25 feet x 25 feel (7.62m x 7.62m) SYSTEM I SENSOR' 3825 Ohio Avenue • St. Charles, IL 60174 02013 sys;em Sense,. Phone: BOO-SENSOR2 • Fax: 630-377-6495 RowrtuwAcw"a i tocner"wftwna ce.vsot"wwnwcw IaamenlaoUuGlinlamg4pn, OS riphePlsmdhsAaUNeel. r13 www.systemsensor.com ssr os3000 •7113 Ir 4006 DF-52004:A1 • F-050 BG-12 Series Manual Fire Alarm Pull Stations General The Fire-Lite BG-12 Series is a cost-effective, feature -packed series of non -coded manual fire alarm pull stations. It was designed to meet multiple applications with the installer and end -user in mind. The BG-12 Series features a variety of mod- els including single- and dual -action versions. The BG-12 Series provides Fire-Lite Alarm Control Panels FACPs), as well as other manufacturers' controls, with a man- ual alarm initiating input signal. Its innovative design, durable construction, and multiple mounting options make the BG-12 Series simple to install, maintain, and operate. Features Aesthetically pleasing, highly visible design and color. Attractive contoured shape and light textured finish. Meets ADA 5 lb. maximum pull -force. Meets UL 38, Standard for Manually Actuated Signaling Boxes. Easily operated(single- or dual -action), yet designed to pre- vent false alarms when bumped, shaken, or tarred. PUSH IN/PULL DOWN handle latches in the down position to clearly indicate the station has been operated. The word "ACTIVATED" appears on top of the handle in bright yellow, further indicating operation of the station. Operation handle features white arrows showing basic opera- tion direction for non -English-speaking persons. Braille text included on finger -hold area of operation handle and across top of handle. Multiple hex- and key -lock models available. U.S. patented hex -lock needs only a quarter -turn to lock/ unlock. Station can be opened for inspection and maintenance with- out initiating an alarm. Product ID label viewable by simply opening the cover; label is made of a durable long -life material. The words "NORMAL" and "ACTIVATED" are molded into the plastic adjacent to the alarm switch (located inside). Four -position terminal strip molded into backplate. Terminal strip includes Phillips combination -head captive 8/32 screws for easy connection to Initiating Device Circuit (IDC). Terminal screws backed -out at factory and shipped ready to accept field wiring (up to 12 AWG/3.1 mm2). Terminal numbers are molded into the backplate, eliminating the need for labels. Switch contacts are normally open. Can be surface -mounted (with SB-10 or SB-UO) or semi - flush mounted. Semi -flush mount to a standard single -gang, double -gang, or 4" (10.16 cm) square electrical box. Backplate is large enough to overlap a single -gang backbox cutout by 1/2" (1.27 cm). Optional trim ring (BG12TR). Spanish versions (FUEGO) available (BG-12LSP, BG-12LPSP). Designed to replace the Fire-Lite legacy BG-10 Series. Models packaged in attractive, clear plastic (PVC), clam - shell -style, Point -of -Purchase packages. Packaging includes a cutaway dust/paint cover in shape of pull station. a Flre•uTeAiarms by Honeywell Construction Cover, backplate and operation handle are all molded of durable polycarbonate material. Cover features white lettering and trim. Red color matches System Sensor's popular SpectrAler* Advance horn/strobe series. Operation The BG-12 manual pull stations provide a textured finger -hold area that includes Braille text. In addition to PUSH IN and PULL DOWN text, there are arrows indicating how to operate the sta- tion, provided for non -English-speaking people. Pushing in and then pulling down on the handle activates the normally -open alarm switch. Once latched in the down position, the word "ACTIVATED" appears at the top in bright yellow, with a portion of the handle protruding at the bottom as a visible flag. Resetting the station is simple: insert the key, twist one quarter - turn, then open the station's front cover, causing the spring - loaded operation handle to return to its original position. The alarm switch can then be reset to its normal (non -alarm) position manually (by hand) or by closing the station's front cover, which automatically resets the switch. DF-52004.A1 •04/22108 — Page 1 of 2 4 Specifications PHYSICAL SPECIFICATIONS: pull station SB410 SB-10 Height 5.5 inches 5 601 inches 5 5 inches 13.97 cm) 14 23 cm) 03.97 cm) Width 4 121 Inches 4.222 inches 4 121 inches 10.47 cm) 10 72 cm) 10.47 cm) Depth 1.39 inches 1 439 inches 1.375 inches 1 (3.53 cm) 1 (3 66 cm) 1 (3 49 cm) 520P•dm IN ELECTRICAL SPECIFICATIONS: Switch contact ratings: gold-plated; rating 0.25 A ® 30 VAC or VDC. ENGINEERING/ARCHITECTURAL SPECIFICATIONS Manual Fire Alarm Stations shall be non -code, with a key- or hex -operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key or hex. An operated station shall automatically condition itself so as to be visually detected as activated. Manual stations shall be constructed of red colored LEXAN (or polycarbonate equivalent) with clearly visible operating instructions provided on the cover. The word FIRE shall appear on the front of the stations in white letters, 1.00 inches (2.54 cm) or larger. Stations shall be suitable for surface mounting on matching backbox SB-10 or SB-1/0; or semi -flush mounting on a standard single -gang, double -gang, or 4" (10.16 cm) square electrical box, and shall be installed within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. Manual Stations shall be Under- writers Laboratories listed. NOTE: 'The words "FIRE/FUEGO" on the BG-12LSP shall appear on the front of the station in white letters, approximately 314• 1.905 cm) high. Agency Listings and Approvals The listings and approvals below apply to the BG-12 Series pull stations. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest listing status. C(UL)US: S711 FM Approved CSFM:7150-0075:184 MEA:67-02-E Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632,108. Product Line Information BG-12S: Single-action pull station with pigtail connections, hex lock. BG-12SL: Same as BG-12 with key lock. BG-12: Dual -action pull station with SPST N/O switch, screw terminal connections, hex lock. BG•12L: Same as BG-12 with key lock. BG-12LSP: Same as BG-12L with English/Spanish (FIRE/ FUEGO) labeling. BG•12LOO: Same as BG-12L with "outdoor use" listing. Includes outdoor listed backbox, and sealing gasket. BG-12LO: Same as BG-12L with 'outdoor use" listing. Does not include backbox. BG-12LA: Same as BG-12L with auxiliary contacts. BG-12LPS: Dual -action pull station with pre -signal option. BG-12LPSP: Same as BG-12LPS with English/Spanish (FIRE/ FUEGO) labeling. SB-10: Surface -mount backbox, metal. SB-1/0: Surface -mount backbox, plastic. (Included with BG- 12LOB.) BG12TR: Optional trim ring for semi -flush mounting. 17003: Keys, set of two. (Included with key -lock pull stations.) 17007: Hex lock, 9/64". (Included with hex -lock pull stations.) NOTE: For addressable BG-12LX models, see data sheet DF- 52013. Fire•LiteO Alarms. SpectrAlert® Advance, and System Sensor® are registered trademarks of Honeywell International Inc. 02008 by Honeywell International Inc. All rights reserved. Unauthorized use of this document Is strictly prohibited. I O oo This document is not intended to be used for installation purposes We try to keep our product information up-to-date and accurate. RMWecannotcoverallspecificapplicationsoranticipateallrequirements. BINI®IMI6 MNtIMMBE QUALITY SYSTEMS All specifications are subject to change without notice. Made in the U.S. A. For more information, contact Fire-Lite Alarms. Phone. (800) 627-3473, FAX: (877) 699-4105. www.firelile corn Page 2 of 2 — DF-52004:A1 •04/22/08 F ilre' 1411a rrn Sur • e P r•ot le.ct i o n 2MHLP7.WB., " r'" PHONE LINES' t r MRJ31XSCPWP 1 7 10( 6•per Gne). pUll. 2MHTi?-VN 2MHLP-WB ; IDC/PIV'• " _ PHONE LINES 14 a w 2M"L.-P-WB oar: .,•a , j y` :r r', i. , y,_. a rlF'. r r °: 120VACr: ` =. ; - POWER' y20SRD :- -120SUPPLY. DTK- 2MHLP/ZMHTP.Series Loop Circuit Surge Protectors i Modular Design" c. 2 Pairs per Module 20, 000 A Surge Current• r r o 5-130V Configurations'" DTK7MRJ3IXSCPWP I t Dialer Surge.Protector ct Single Pair, RJ31•X Connection. c Automatically Resets to Protect Against ' Multiple Surges. . DTK= 12" ' RD- AC Power Surge Protector With Dry Contacts for Remote Monitoring 120V, 120A Series Configuration - UL1283 EMI/RFI Filtering ! 54, 000A Surge Current DTK- 1'20HVVV-MAC Power Surge Protector 120V, 20;4 Parallel Confguration p • Compact Design • 1 0 19,500A Surge Current it ' it nkCommercial Fire Alarm Communicators: IAL FIRE Sole :& Dual Path Cellular Wor IP Universal full event sole path cellular & dual path cellular Wor IP commercial fire alarm reporting from any panel brand, virtually anywhere For use as primary or backup communications on all 12V-24V control panels and FACPs that communicate using Contact ID and 4/2 (such as on legacy panels) Reports to any Central Station nationwide, with your choice of cellular networks: Verizon Network Certified CDMA or GSM 3/4G on AT&T Easy, flexible installation, activation & online account management Cost -saving models and plans for any code requirement. Substantial savings over monthly dedicated landline charges. And, $100 saving incentive with any 213 Communicator upgrade (unlimited). starUnk = Y HCYIL'Jl i" UL and NFPA 72 Fire Code -Compliant, the StarLink Series Wireless Commercial Fire Alarm Sole Path & Dual Path Communicators provide universal support for any brand 12V to 24V fire alarm control panel, reporting in Contact ID and 4/2. With broadest coverage footprint available in Verizon Network Certified TM CDMA or GSM 3/4G models on the AT&T network, as well as mercantile models, all provide the most economical solution and for easy, versatile installation. Safeguard Accounts & Reliability. For applications currently relying upon quickly -disappearing traditional phone lines, StarLink wireless communicators tarn be used for primary or backup communications, and will not only safeguard the fire alarm reporting transmissions for the future, but provide the end -user monthly savings for each costly FACP-dedicated landline they replace. And, for upgrading older wireless fire alarm communicators on 2G and other phased -out cellular networks, all StarLink Fire radios, offer a $100 tadeup incentive to help defray the cost of the hardware replacement to the advanced state-of- the-art Stad ink model of choice. Flexible Perforrrwnce & Reporting Options. StarLink Fire provides full data reporting, in sole and dual path, as a primary or backup, to any central station of your choice, without requiring any special equipment on premises. Ultra -affordable plans are available to meet various codes and requirements, with supervisory check -ins from 200 seconds, to 5-minutes, to an hour. The units are very easily activated, plans and options are selected, and 24/7 account management• is provided all through www. napcocomnet.com. And, StarLink Fire Communicators are easily connected to any panel or Fire Alarm Control Panel (FACP) • . standardly operating between 12V and 24V. Flexible in any application, StarLink Fire also comes in standard, or Mercantile Models in metal housings, with code - compliant supervision, with or without using, conduit; and choice of power options, powered by the panel or using its own 120V Power Supply. . Amphant standard or mercantile metal models fright and leh, respectively) . Napco•StarLink3 Universal Fire Alarm• Communicators Sole Path Cellular and Dual Path Cellular Wor IF ; • Money -saving 2G Tradeup incentive credit Models ' Choice of plans (varies by model) -check-ins from 200 Bonus: Full High -Speed Napco Panel remote uploading/ downloadingseconds, to 5-minutes to 1 hour, Verizon or AT&T Patented Signal BoostTm signal amplification circuit COMPLIANCES: NFPA72 Editions: 2013, 2010, 2007; and high -gain performance antenna for longer range UL 864, 9th Ed., UL1610, UL985, UL1023, NYFD (as back-up); CSFM and reliability nationwide NETWORK ML. VeZO CERTIFIED I! i li i I ire Specifications STd'fii'-'ARD MODELS: Durable ABS plastic housing includes three keyhole slots for mounting (for commercial application, aligns with triple gang boxes.) Dimensions. 5-3/8"x 74/8"x 1-7/8" (HxWxD) Weight:,13.5 oz 3 LED Indicators - Green, Signal Strength; Amber- Busy/ Activation; Red -Trouble Patented Signal BoostTm signal amplification circuit and high - gain performance antenna Operating Environment: 0 to 49* C (32-120*F), up to 93% humidity (non -condensing) 12V - 24V Universal FACP Support, auto -current sensing. Support all brands communicating in Contact ID and 4/2 Powered by Panel, Low current draw, 71 n-A standby, 200mA transmit MERCANTILE MODELS (similar to above, with): Locking Metal Enclosure with Hinged door & ,2 key -slots for wall mounting (LED indicators, inside). Dimensions: 9-5/8"x 11-3/4" x 3-3/8"D (HxWxD) Weight: 8 Ibs (max., power supply models) Electrical Ratings for 120VAC, 60Hz For Models with Power Supply. Input Voltage: 120VAC Nominal Input Current: 400mA maximum Maximum Charging Current: 200mA Electrical Ratings for +12V For Models without Power Supply: Input Vokage: 11-15VDC (power -limited output from listed control panel) Input Current: 71 mA with peak RF transmission current of 200mA. Electrical Ratings for the IN 1 Burg/Fire Input: Input Voltage: 9-15VDC Maximum Input Current: Up to 2mA from FACP NAC circuit Electrical Ratings for IN 2 and IN 3: Maximum Loop Voltage: 15VDC j • Maximum Loop Current: 1.2mA Electrical Ratings for 3 PGM Outputs: Open Collector Outputs: Maximum voltage 3V when active; 15V maximum when not active Maximum PGM Sink Current: 50mA mount. Operating Environment 0 to 490 C (32-120°F), up to 93% humidity (non -condensing) 12V - 24V Universal FACP Support, auto -current sensing. Support all brands communicating in Contact ID and 4/2. Ordering Information COMMERCIAL FIRE SOLE PATH CELLULAR & DUAL PATH CELLULAR &/OR IP ("I" MODELS):* SLE-CDMA-FIRE Standard ABS (Red) Fire Sole Path Alarm Communicator, Cellular CDMA, Verizon-Network Certified SLE-CDMAI-FIRE as above, Dual Path Alarm Communicator, Cellular &/or IP (primary or backup, selectable) SLECDMA-CFB-PS Commercial Fire Mercantile model in red metal housing, CDMA, Verizon-Network Certified. Direct 120VAC Powered (w/ provisions for backup battery/charger). Or, Optional ' TRF20 plug-in transformer may be used, where codes permit SLECDMA-CFB Commercial Fire Mercantile model in red metal housing on CDMA, Verizon-Network Certified Powered directly from control panel Note: Substitute prefix "SLE3/4G-" on any models above for AT&T 314G Network ACCESSORIES: i' SLE-DLEXT Optional, as above, for downloading, extends distance to Napco panel up to 100' TRF20 Optional Plug in AC Transformer, 16.5V / 20VA (use is subject to local code compliance) SLE-DLCBL Optional High -Speed Napco Panel Up/download cable Also Available: StarLink Intrusion Radios in . standard and mercantile versions • SLE-GSM-3/413 Standard Burglary Radio (Black), GSM 3/4G on AT&T Network powered by panel. SUE-CDMA as above, but CDMA communications, Verizon-Network Certified. SLECDMA-CB Commercial Burglary. CDMA Radio, Verizon Certified, in white metal housing. Powered directly from control panel. SLE3/4G-CB as above, but GSM 3/4G on AT&T Network. SLE3/4G-CB-TF Commercial Burglary CDMA, Verizon Certified in white metal housing with power supply powered by plug-in 16.5V / 20VA transformer & provision for battery. iI NAPCO i 333 Bayview Ave., Amityville, NY 11701 USA 1-800-645.9445 • Fax: 1-631-789.9292 www.napcowurity.com NETWORK NFPrr MB17Lfl CERTIFIED COMPLIANCES: NFPA 72 Editions: 2013, 2010, 2007; UL 864, 9th Ed., UL1610, UL985, UL1023; NYFD (as back-up); CSFM StarUnk Fire are also rated to support Intrusion/Burglary alarm reports where applicable. StaiLenk'" and Signal Boost are trademarks of NAPCO. Pats. Pending Specifications subject to change. ONAPCO, NAPCO Sacwiy T.ch.Wl 0s Inc (NAsoAo•Nssc) A676D 2016.5 v -- r • ,yarizon and VeAzon Network Ce,rtified,`ULf A'f6Tond other trademarks,'are trademarks of`tha11''respective companies;anktue uriaffilwted with NAPCO. el F:..,::'{ Yam- :...•r •T.r ,ir`: ....•+:-.',- - F1- Quick disconnect tabs, 0.187" x 0.032% Mate with AMP. INC. FASTON "187" series OR - F2 -Quick disconnect tabs, 0.250" x 0.032" Mate with AMP. INC FASTON "250" series F1 F2 1 32aoo - 1--1 , L I475 S ° uI635 1-635-1 F-7%-{ 0$ ®=08 E; T 77 PII ry HT H I- L -1 5:95 (151)i'. W: 2.56 (65); , H::3.70'(94) HT: 3.86'(9i3)• Tolerances are +/- 0.041n. (+/_ lmm) and +/- 0.081n. (+/_ 2mm) for height dimensions. All data subject to change without notice. v. a.' Absorbent Glass Mat (AGM) tE performance Valve regulated, spill proof coi operation in any position Power/volume ratio yielding u Rugged impact resistant ABS r -•+".ago.. ,;+. •• Lew- i nology for superior truction allows safe ivaled energy density ise and cover (UL94-HB) Approved for transport by air. D!O.T., I.A.T.A., F.A.A. and C.A.B. certified I; U.L. recognized under file number MH 2O845 Nominal Voltage................................................R......................12 volts (6 cells) Nominal Capacity 20 hr. (350mA to 10.50 volts) 7.00 AH 10-hr. (650mA to 10.50 volts) Il................................... 6.50 AH 5-hr. (1.2A to 10.20 volts)........................:................................... I 6.00 AH 1-hr. (4.5A to 9.00 volts) ......................... I..................................... 4.50 AH 15-min. (14A to 9.00 volts)................................................................ 3.50 AH Approximate Weight .......................................I 4.80 lbs. (2.18 kg) Energy Density (20-hr. rate) ............................l.. 1.49 W h/in3 (90.95 W h/I) Specific Energy (20-hr. rate) ............................i 17.50 W-h/lb (38.58 W-h/kg) Internal Resistance (approx.) ......................... 23 milliohms Max Discharge Current (7 Min.) .................... ii......................... .21.0 amperes Max Short -Duration Discharge Current (10 Sec.) .................. 70.0 amperes I! Shelf Life (% of nominal capacity at 68• F (20 IC)) 1 Month.......................................................... 0 703Months......................................................... I. ............................... ............ 91/0 6 Months......................................................... 83% Operating Temperature Range 4•FCharge............................................................ 20•C) to 122•F (50°C) Discharge....................................................... I40•F (-40•C) to 140•F (60•C) Case.....................................................................:................................ ABS Plastic Power -Sonic Chargers.....................................I.......... PSC-12800A, 1280OA-C e 100 0 80 c0 d 60 d cr 40 aM Shelf Life & Storage U 00 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) Discharge Time vs. Discharge Current 20 15 10 m L 5 E m 2 vl A V 1 O 30 E 10 5 10110NNEON 1 mo, so INMENEE 0.35 0.70 1.4 3.5 7.0 14 Discharge Current (A) I 12 Volt1 Discharge Characteristics 14.0 Ambient Temperature 20°C (68eF) 13.0 _- _ 12.0 -- 9 -- p 11.0 10.0 1.4 70 0.35 oo 9.0 3.5 Final ;, 0Voltage e.o 14 1.2 2.4 6 12 24 36 481 2 4 6 810 20 40 I min h I Discharge Time Life Characteristics in Stand -By Use F5 too 7,r 80 to U60 00 40 20 I I I I Ambient Temperature 20*C (68'F) I Float Charging Voltage 2.25 - 2.30 V/Cell cc of I I I I I I 0 1 2 3 104°F) Years66-F) 32-F) Cycle Applications: Limit initial current to 2.1A. Charge until battery voltage under charge) reaches 14.4 to 14.7 volts at 68-F (20-C). Hold at 14.4 to 14.7 volts until current drops to under 70mA. Battery is fully charged under these conditions, and charger should be disconnected or switched to "float' voltage. Float" or "Stand -By" Service: Hold battery across constant voltage source of 13.5 to 13.8 volts continuously. When held at this voltage, the battery will seek Its own current level and maintain itself in a fully charged condition. Note: Due to the self -discharge characteristics of this type of battery, it is imperative that they be charged within 6 months of storage, otherwise permanent loss of capacity might occur as a result of sulfation. Power -Sonic offers a wide range of chargers suitable for batteries up to 10OAH. Please refer to the Charger Selection Guide in our specification sheets for "C-Series Switch Mode Chargers" and "Transformer Type A and F Series". Please contact our Technical department for advice If you have difficulty in locating suitable models. 120 100 80 e C 60 U C0 40 cm 4) 20 4 Life Characteristics in Cyclic Use Discharge jDhicharge Depth 100% Depth S Dischorgo Depth 30% 1. Discharge Current 0.2C (Final Voltage 1.7VlCell) 2. Charge Current: 0.1C 3. Ambient Temperature: 20°C to 26°C (68°F to 77°F) 0 0 200 400 600 800 1000 1200 Number of Cycles Further Information Please refer to our website www.power-sonic.com for a complete range of useful downloads, such as product catalogs, material safety data sheets (MSDS), ISO certification, etc.. 0 2011 Power-Sonw Corpmoeon. M ngrte reamed All tiademn4s we No property of Smi respective owners. Honeywell GENESIS SERIES Description: 16 AWG 2/C SOL FPL-CL2 Compliance: UL Standards 13 & 1424; NEC Articles 725 & 760 Construction: Conductor 16 AWG Solid Bare Copper No. of Conductors 2 Insulation Type Polypropylene Color Black, Red Thickness 0.006" nom. Diameter 0.062" nom. Lay Length 4.2" nom Jacket Type PVC Color Red Thickness 0.015" nom. Diameter 0.158" nom. Legend (Ink Print) HONEYWELL P/N 4111 2C16 E175105 (UL) FPL OR CL2 SUN RES 75C (RoHS) W/O# XXXXXX-XXXXXX XXXXX FT DEVICE/ZONE A B C D E F 1 2 3 4 5 6 7 8 9 Properties: Temperature Rating 20 to 75 oC Operating Voltage 300 Volts max. Capacitance 20 pf/ft nom. Impedance 81 Ohms nom. DC Resistance 4.15 Ohms/M' at 20oC Flame Rating UL 1685 Vertical Tray REV A 09/01 /10 OA Blanton, Deborah From: Kimberly Welch < KWelch@universalengineering.com > j Sent: Monday, March 19, 2018 4:50 PM To: Building Subject: UES 3rd Party Alternative Inspections Notification Email 3/20/18I / Good afternoon City Officials — For your convenience, we have aggragated all inspections requests that we've received today into one spreadsheet for you. See below. Please let us know if this is your prefernece moving forward, or if there is any data missing that you require for your records. Project Name Address Number Insp. Code Inspection Title InpDateion Magnolia Press 104 Loren Court 17-2973 CODE 213 Final Electrical Inspection 3/20/2018 Magnolia Press 104 Loren Court 17-2973 CODE 410 Final Mechanical Inspection 3/20/2018 Magnolia Press 104 Loren Court 17-2973 CODE 112 Final Building Inspection 3/20/2018 Respectfully, Kimberly Welch BID Administrator Universal Engineering Sciences, Inc. 3532 Maggie Blvd, Orlando, FL 32811 Phone 4075818161 ext.23039 Fox: 407 581 0313 Email. kwelch(auniversolenaineerino.com UNIVERSAL NJENGINEERING SCIENCES Caw ma n Gealcdml 4 (r*%K 4m • Wwwr oul sdrma OYWYpis"p" On•Mn1Wwv•WWk%4q[ambmOnhvaiW 3 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 99298 Inspection Report Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Date: 01/17/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 131 Drywall Screw Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 CITY OF SANFORD BUILDING BIFIRE PREVENTION PER, APPLICATION ova Application No: 7 1 Documented Construction Value: $ -!. 37! , Job Address: IC (2Iar-) rG1Ur+ Parcel 1D: Z9-11-3 n-- 5My-ccc)o-oiw Historic District: Yes [I No Residential Commercial Type of Work: New,l Addition Alteration Repair Demo El Description of Work: Use Move Plan Review Contact Person: Sn4 L422 Title: rp5lt len - Phone: L[07-3ZA 1=3 Fax: i{07-3Z6-gZ6f_Email::J22R2Q!e' _;.q Property Owner Information "409: T? Name J, 11-iry1': dgn4dn Phone: Street: 7 Nr. Resident of property? City, State Zip: t-a FL. 377 ' Contractor Information Name Ee1P Films ffi2 t'2"h6o Phone: 4107- 31M-166_3 Street: ODI Cen7 l Fax: L 0 7— 73ZE — g769 City, State Zip: S C i 3 Z771 State License No.: 2Z24 6' 3/ Zm3 Name: Street: City, St, Zip: Bonding Company: Address: r Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51n Edition (2014)IFlorida Building Code Revised: June 30, 2015 Permit Application SF% CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES DATE: 11 107 BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: / 7^49-5,y Cd r--4- PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [)C/O [I FIRE ALARM e,"E SPRINKLER [)HOOD [ ]PAINT BOOTH []TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: NOTICE: In addition to the requirements of this permit, there may be 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job all the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate andlthat all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of 0%,ner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Fre61 LvP0 Print itractor/Agent's ame LLam.%QrJfV Signature of Notary -State of Florida D t ass PAMELA J. PR, NOTARY PUBLIC g STATE OF FLORIDA cy W11,01 Cornm# FF194479 Expires 3/9/2019 Contractor/Agent is it Personably Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Gast] Roof Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: STE WATER: FIRE: BUILDING:_ Revised: June 30, 2015 Permit Application FREEDOM pF ren. i of CENTRAL FLORIDA, Inc 601 Central Park Drive, Sanford, FL 32771 Phone: ( 407) 328-1663 Fax: (407) 3284768 I i iFire Sprinkler System Material Data & Hydraulic Calculations PROJECT: Magnolia Press 104 Loren Court Sanford, FL 32771 FROM: Freedom Fire Protection of Central Florida, Inc. 601 Central Park Drive Sanford, Florida 32771 DATE: December 15, 2017 T Fire Protection by Computer Design Freedom Fire Protection of Central Florida 601 Central Park Dr. Sanfor, FL. 32771 407)-328-1663 Job Name Magnolia Press Building Sanford, FL 32771 Location 104 Loren Court System 1 Contract 1 Data File Magnolia Press.WXF Freedom Fire Protection Page 1 Magnolia Press Date 12-11-17 Hydraulic Desiqn Information Sheet Name - Magnolia Pres Date - 12-11. 17 Location - 104 Loren Court Building - Sanford, FL 32771 System No. - 1 Contractor - Freedom Fire Protectionq Contract No. - 1 Calculated By - Brandon Lupo Drawing No. - 2 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - 20 ' Occupancy - Ordinary Hazard Group 2 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E ----- M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozile Density - 7 (X) Wet Make Globe D Area Per Sprinkler - 130 ( ) Dry Model GL8118 iEElevationatHighestOutlet - 20 ( ) Deluge Size 3/4" S Hose Allowance - Inside - ( ) Preaction K-Factor 8.1 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 336.695 Press Required 48.523 Summary C-Factor Used: Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-27-17 Cap. - T Time of Test - 1:00 PM Rated Cap.- Elev.- E Static Press - 55 @ Press - R Residual Press - 45 Elev. - Well Flow - 1060 Proof Flow S Elevation - U P Location - On Site P L Source of Information - Freedom Fire Protection Flow Test Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack Single Row ( ) Conven. Pallet Auto. Storage S R ( ) Double Row ( ) Slave Pallet Solid Shelf Non T A ( ) Mult. Row Open Shelf R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse E Horizontal Barriers Provided water 5upp y curve (U) Freedom Fire Protection Magnolia Press City Water Supply: C1 - Static Pressure : 55 C2 - Residual Pressure: 45 C2 - Residual Flow : 1060 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 Page 2 Date 12-11-17 Demand: D1 - Elevation 8.662 D2 - System Flow 336.695 D2 - System Pressure 48.523 Hose ( Demand ) 250 D3 - System Demand 586.695 Safety Margin 3.129 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) 4 1 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Freedom Fire Protection Page 3 Magnolia Press Date 12-11-17 Fitting Legend Abbrev. Name s % 1 1 % 1'/2 2 2'/2 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 • 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 1 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 T Pressure / Flow Summary - STANDARD Freedom Fire Protection Page 4 Magnolia Press Date 12-11-17 Node Elevation K-Fact Pt Pn Flow i Density Area Press No. .. - - - - Actual Actual ..._..._ Re9:.. _ .... 1 20.0 8.1 10.3 na 26.0 0.2 130 7.0 2 20.0 8.1 10.36 na 26.07 0.2 130 7.0 3 20.0 8.1 10.55 na 26.31 0.2 130 7.0 4 20.0 8.1 10.95 na 26.81 0.2 130 7.0 5 20.0 8.1 11.65 na 27.65 0.2 I 130 7.0 6 20.0 8.1 10.33 na 26.04 0.2 130 7.0 7 20.0 8.1 10.38 na 26.1 0.2 130 7.0 8 20.0 8.1 10.58 na 26.34 0.2 130 7.0 9 20.0 8.1 10.98 na 26.84 02 130 7.0 10 20.0 81 11.68 na 27.69 0.2 130 7.0 11 20.0 8.1 19.08 na 35.38 0.2 130 7.0 12 20.0 8.1 19.18 na 35.47 0.2 130 7.0 RN1 20.0 20.65 na RN2 20.0 20.71 na RN3 20.0 21.99 na CM1 20.0 22.24 na CM2 20.0 22.29 na CM3 20.0 22.49 na CM4 20.0 26.4 na TASR 20.0 26.72 na BASR 0.0 38.87 na UG1 0.0 39.09 na BFP1 0.0 43.08 na BFP2 0.0 48.16 na TEST 0.0 48.52 na 250.0 The maximum velocity is 11.2 and it occurs in the pipe between nodes 10 and RN2 r r Final Calculations - Hazen -Williams i Freedom Fire Protection Page 5 Magnolia Press Date 12-11-17 Hyd. Qa Dia. Fitting Pipe Pt Pt i Ref. C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 1 26.00 2.203 0.0 9.250 10.303 K Factor = 8.10 to 120.0 0.0 0.0 0.0 2 _ _ 26.0 0.0057 0.0- 9.250 ._._.. 0.053 Vel = 2.19 2 26.07 2.203 0.0 9.250 10.356 K Factor = 8.10 to 120.0 0.0 0.0 0.0 3 52.07 0.0206 0.0 9.250 0.191Vel 4.38 3 26.30 2.203 0.0 9.250 10.547 K Factor = 8.10 to 120.0 0.0 0.0 0.0 4 78.37 0.0438 0.0 9.250 0.405 Vel = 6.60 4 26.81 2.203 0.0 9.250 10.952 I Factor = 8.10 to 120.0 0.0 0.0 0.0 5 105.18 0.0757 0.0 9.250 Vel = 8.85 5 - 27.65 2.203 1J 11.593 65.670 0.700 11.652 - » - K Factor = 8.10 to 120.0 0.0 11.593 0.0 RN1 132.83 0.1165 0.0 77.263 9.000 Vel = 11.18 0.0 132.83 20.652 K Factor = 29.23 6 26.04 2.203 0.0 9.250 10.332 K Factor = 8.10 to 120.0 0.0 0.0 0.0 7 26.04 0.0057 0.0 9.250 0.053 Vel = 2.19 7 26.10 2.203 0.0 9.250 10.385 K Factor = 8.10 to 120.0 0.0 0.0 0.0 8 52.14 0.0206 0.0 9.250 0.191 Vel = 4.39 8 26.34 2.203 0.0 9.250 10.576 K Factor = 8.10 to 120.0 0.0 0.0 0.0 9 78.48 0.0440 0.0 9.250 0.407 Vel = 6.61 9 26.84 2.203 0.0 9.250 10.983 KI Factor = 8.10 to 120.0 0.0 0.0 0.0 10 105.32 0.0758 0.0 9.250 0.701 Vel = 8.86 10 27.69 2.203 1J 11.593 65.670 11.684 KIFactor = 8.10 to 120.0 0.0 11.593 0.0 RN2 133.01 0.1168 0.0 77.263 9.023 Vel = 11.20 0.0 i 133.01 20.707 K'Factor = 29.23 11 35.38 2.203 0.0 9.250 19.084 K Factor = 8.10 to 120.0 0.0 0.0 0.0 12 35.38 0.0101 0.0 9.250 0.093 Vel = 2.98 12 35.48 2.203 1 J 11.593 65.670 19.177 K Factor = 8.10 to 120.0 0.0 11.593 0.0 RN3 70.86 0.0364 0.0 77.263 2.814 Vel = 5.96 0.0 i 2.000 21.991 _ K Factor = 15.11 RN1 132.83 2.203 1J 11.593 20.652 to 120.0 0.0 11.593 0.0 CM1 132.83 0.1165 0.0 13.593 1.583 Vel = 11.18 0.0 132.83 22.235 K Factor = 28.17 RN2 133.01 2.203 1J 11.593 2.000 20.707 to 120.0 0.0 11.593 0.0 CM2 133.01 0.1168 0.0 13.593 1.587 Veil = 11.20 Final Calculations - Hazen -Williams Freedom Fire Protection Page 6 Magnolia Press Date 12-11-17 Hyd. 0a Dia. Fitting Pipe PI Pt Ref. I.C., or Ftng's Pe Pv Notes Point Ot Pf/FI Eqv. Ln. Total Pf Pn 0.0 133.01 22,294 K Factor= 28.17 RN3 70.86 2.203 U 11.593 2.000 21.991 to 120.0 0.0 11.593 0.0 CM3 70.86 0.0364 0.0 13.593 0,495 Vel = 5.96 0.0 70.86 22.486 K Factor= 14.94 CM1 132.83 4.31 0.0 13.330 22.235 to 120.0 0.0 0.0 0.0 CM2 132.83 0.0044 0.0 13.330 0.059 Vel = 2.92 CM2 133.01 4.31 0.0 12.000 22.294 to 120.0 0.0 0.0 0.0 CM3 265.84 0.0160 0.0 12.000 0.192 Vel = 5.85 CM3 70.86 4.31 11 9.756 148.210 22.486 to 120.0 0.0 9.756 0.0 CM4 336.7 0.0248 0.0 157.966 3.915 Vel = 7.40 CM4 0.0 4.31 11 9.756. 3.000 26.401 to 120.0 0.0 9.756 0.0 TASR 336.7 0.0248 0.0 12.756 0.316 Vel = 7.40 TASR 0.0 4.31 1 Fsp 0.0 10.000 26.717 to 120.0 11 9,756 9.756 11.662 Fixed loss = 3 BASR 336.7 0.0248 0.0 19.756 0.490 Vel = 7.40 BASR 0.0 4.1 0.0 7.000 38.869 to 120.0 0.0 0.0 0.0 U G 1 336.7 0.0316 0.0 7.000 0.221 Vel = 8.18 UG1 0.0 4.07 2L 16.828 145.000 39.090 to 140.0 0.0 16.828 0.0 BFP1 336.7 0.0246 0.0 161.828 3.986 Vel = 8.30 BFP1 0.0 4.1 2L 17.44 5.000 43.076 to 140.0 U 23.254 40.694 4.000 Fixed loss = 4 BFP2 336.7 0.0238 0.0 45,694 1.086 Vel = 8.18 BFP2 0.0 5.86 1G 3.375 55.000 48.162 to 140.0 U 28.123 31.498 0.0 TEST 336.7 0.0042 0.0 86.498 0.361 Vel = 4.01 250.00 Qa = 250-00 586.70. 48.523 K Factor = 84.23 FIRE QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT • PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series 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 sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating 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 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 water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA QUICK RESPONSE UPRIGHT CONVENTIONAL QUICK RESPONSE PENDENT VERTICAL See reverse side for Approvals and Specifications. SIDEWALL Temperature Ratings - 135OF (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) Mb 4a Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE Frame - bronze • Deflector - brass • Screw - brass HORIZONTAL LPC/CE Lodgement Wire - stainless steel • SIDEWALL HORIZONTAL Bulb seat - copper • Spring - nickel alloy . Seal - teflon SIDEWALL Bulb - glass with alcohol based solution, 3mm size . SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION I AVAILABLE SPRINKLER TEMPERATURES ORDINARY INTERMEDIATE HIGH BULB COLOR I N.F.P.A. MAXIMUM CEILING TEMPERATURE ORANGE/RED YELLOW/GREEN 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989.846 583 • FAX 989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT, PENDENT, VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATlAN4 NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5 7cm) 4.2 (59 metric) 1/2" NPT 2 114" (5.7cm) Factory Bronze 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester s 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) Black Polyester's me,- GwvERSiONS ARE AYYHWUMATE. HORIZONTAL SIDEWALL IS 2 9116", FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS CULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APP14wei c STYLE SIN K 135'F 155'F 175'F 200'F 286'F NYC - DOBMODELFACTOR57% 68% 79'C 93'C 141% cULus FM LPC CE MEA 101.92-E GL2815 2.8 LH x x x x X x X GL4215 4.2 LH x x X X x x x UPRIGHT GL5615 56 LWOH x X x X X x x X x X 131.8115 7.8' LWOH x X x X x x x Sf GL8118 8.1 1 WOH x x I x x X I X x I X X X GL2801 GL4201 2.8 4.2 LH LH X x X X X X X X X x X x x xPENDENT7GL56015.6 LWOH X x x X X x x X x x GL8101 7.8' LWOH x X x X x X x x GL8106 81 LWOH x x X X x x X X x x VERTICAL GL5632 5.6 LH x x X x x X X SIDEWALl1 GL8133 8.1 LH x X x x X x GL2826 § 28 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 LWOH X X x X x x X GL8127 § 8.1 LWOH x x x x X x CONVENTIONAL GL5624 5.6 LWOH X X X x x x x OLOS7YLE) GLBt25 8.1 WOH X X X X X x x 1SPRIN0LERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4- TO 1T BELOW THE CEILING. FM APPROVED 4- TO 6- BELOW THE CEILING. INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. PENDENT VERTICAL SIDEWALL cVLus LISTED FOR 6 MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 8' MIN. SPACING. OH: ORDINARY HAZARD LH. LIGHT HAZARD 1/2- NPT ORDERING INFORMATIONSPECIFYGLOBE& PRODUCT WARRANTY Quantity • Model Number - Style Globe agrees to repair or replace any of its own manufactured Orifice • Thread Sizes . Temperature products found to be defective in material or workmanship for a Finishes desired period of one year from date of shipment. Quantity -Wrenches - PIN 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). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-8464583 FAX 989-846-9231 FIRE 1-800-248-0278 www.globespdnkler.com JUNE2012 PRINTED U.S.A. BULLETIN GL561 5, REV. #9 t. FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Schedule 40 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot -dip galvanized. to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these Important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturersinstructionsforthespecificfittingused. A _ 6 hes Clarkson O 63 U_) Chesterfield, MO 63017 For additional Information, contact your salesperson 8 93O eL" MCWWW Tueaf CW,W 4Nlr (800) 325-4467 FAX: (636) 537-2645 today at (800) 325.4467 or 636) 537-2600 in the USA, tBrD —A bullmoosetube.com or from Canada if iM A®company e-mail: sales(aibullmoosetube com call (800) 8824666 APPROVED Aa Inromauon WIaaad lapin la acauals as known aI dta dme or putlludon &A Mooaa Tubs RISOMa da dpht to Owpe yroducr apsdfioaaona wblaul not" and whpaul btaadtq obugstion. 12/09 DURAmBLUE"' Coip' late Offices New Ydik•Plant ; 3421 Old Vestal Road, Vestil, NY 13850 a`sr'a 800.836.4350 607.729:9381 Pax¢; 607.729:61'30 American -made products since /970 PVC MUNICIPAL WATER DISTRIBUTION PIPE (4 -12 ) Scope: This submittal designates the general requirements for plasticized Polvvinvl Chloride Municipal Water Pipe from com ound with sell clazsification 12454 az defined in ASTM Standard D 1784 Pipe. All pipe shall meet the requirements of AW WA C900, UL 1285, FM 1612, CSA B 137.3 and BNQ NQ3624-250 Standards, as indicated in the table below, for potable water transmission mains and fire protection systems. Our pipe meets National Sanitation Foundation Standards NSF061-G, NSFO 14, NSFopw-G (Potable Water), and NSFmfs (Underground Fire Service per UL1285 Standard). The gasketed joint shall meet the requirements of ASTM D-3139, and the joint gasket shall conform to ASTM FA77. Pipe shall befurnishedinlayinglengthsof20' (+/- 1"). Other lengths may be available upon request. Depth of En 150 Max. O.D. A Laying Length --- L 20' This product is manufactured in alternative colors for specific applications. Purple for Reclaimed Water application. Print legend will include the marking "Reclaimed Water". Green for Sanitary Sewer Fora Main applications: Print legend will in- clude "Force Main". Although manufactured in accordance with the same industrial standards and testing requirements, these products do not bear the NSF, CSA k BNQ Listing Mark, as they are used for different applications. C-900 Water Pipe Size and Dimensions Nominal Size (in) Metric mm) Dimension Ratio (DR) Approvals Pressure Class (psi) A" Average (OD) Outside Diameter Minimum Nall Max OD Reference L" Dimension Min/Max) 4 100 25 NSF. CSA 165 4.800 0.192 5.920 4.375 4.625 18 NSF. FM, CSA, BNQ 235 0.267 6.055 14 NSF, FM 305 0.343 6.220 6 150 25 NSF, CSA 165 6.900 0.276 8.300 5.375 5 875 18 NSF, FM, CSA, BNQ 235 0,383 9.450 14 NSF, FM, CSA, BNQ 305 0 493 8.560 8 200 25 NSF, CSA 165 9.050 0.362 10.730 6.375 6.875 19 NSF, FM, CSA, BNQ 235 0.503 10.920 14 NSF, FM, CSA, BNQ 305 0 646 11.110 10 250 25 NSF, CSA 165 11.100 0.444 13.105 7 375 7.975 18 NSF, FM, CSA, BNQ 235 0.617 13.360 14 NSF, FM, CSA, BNQ 305 0.793 13.510 12 300 25 NSF, CSA 165 13.200 1 0.528 15.465 7.375- 7.875 18 NSF, FM. CSA, BNQ 235 0.733 15.790 14 NSF, FM. CSA, BNQ 305 0.943 16.010 iq " ^' Y4F a.auau,a upon request. milown. hbeFM APPROVEDUL1285 Pagel of 3 Updated 04/2014 PVC MUNICIPAL WATER TRANSMISSION PIPE (14 - 24;" Scope: This submittal designates the general requirements for Unplasticized Polyvinyl Chloride Municipal Water Pine from compound with a cell classification 12454 as defined in ASTM Standard D-1784 Pipe: All pipe shall meet the requirements of AW WA C905, UL 1285, CSA B137.3 and BNQ NQ3624-250 Standards, as indicated in the table below, for potable water transmission mains and fire protection systems. Our pipe meets National Sanitation Foundation Standards NSFm61-G, NSF 14, NSFmpw-G (Potable Water), and NSF*fs (Underground Fire Service per UL1285 Standard). The gasketed joint shall meet the requirements of ASTM D-3139, and the joint gasket shall conform to ASTM F-477. Pipe shall be furnishedinlayinglengthsof20' (+/- I "). Other lengths may be available upon request. Depth of Entry 15° Max. O.D. A2T Laying Length -- L ..- 20' This product is manufactured in alternative colors for specific applications. Purple for Reclaimed Water application. Print legend will include the marking "Reclaimed Water'. Green for Sanitary Sewer Fora Main applications.) Print legend will in- clude "Force Main". Although manufactured in accordance with the some industrial standards and testing requirements, these products do not bear the NSF, CSA & BNQ Listing Mark, as they are used for different applications C-905 Water Pipe Size and Dimensions Nominal Size (in) Metric mm) Dimension Ratio (DR) Approvals Pressure Class (psi) A" Average (OD) Outside Diameter Minimum Wall Max OD Reference L" Dimension Min/Max) 14 350 25 NSF, CSA 165 15 300 612 18.750 I 9,000 8.500 21 NSF 200 729 18.750 18 NSF, CSA, BNQ 235 830 18.750 I 16 400 25 NSF, CSA 165 17.400 696 21.000 9.750 10.250 21 NSF 200 829 21.000 18 NSF, CSA, BNQ 235 967 21.000 18 450 25 NSF 165 19.500 780 24.000 10.500 I1.000 21 NSF 200 929 24.000 18 NSF 235 1.083 24.000 20 500 25 NSF, CSA 165 21.600 864 26.000 10.500 11.000 21 NSF 200 1.029 26.000 18 NSF 235 1.200 26.000 24 600 41 100 25.800 629 31.000 11.000 12.000 32.5 NSF 125 794 31.000 25 NSF 165 1.032 31.000 21 NSF 1 200 1.229 31.000 18 NSF 235 1.433 31.000 ILB QBe)) a 00 Page 2 of 3 UL1285 I Updated 04/2014 PIPE S PLASTICS.IflC. American -mane pmaucis since /9.70 DURAmBLUE" cotporate Offices New York P,larit 3421 Old Vestal•Roadt Vestal, NY 13850 800:836:4350 607:729.9381 Pax:607.719.6130 PVC MUNICIPAL WATER TRANSMISSION PIPE (30 - 481)) Scope: This submittal designates the general requirements for Unplasticized Polyvinyl Chloride Municipal Water Pipe from corn ooand with a cell classification 12454. as defined in ASTM Standard D-1784. Pipe: All pipe shall meet the requirements of AWWA C-905 Standard, for potable water transmission mains and fire protection systems. Our pipe meets National Sanitation Foundation Standard #61 for plastic piping system components and related materials. The gasketed joint shall meet the requirements of ASTM D-3139, and the joint gasket shall conform to ASTM F-477. Pipe shall be furnished in laying lengths of 20' (+/_ 1"). Other lengths may be available upon request. TDepth of Entry 150 O.D. A Laying Length --.- L 20' This product is manufactured in altcmative colors for specific applications Purple for Reclaimed Water application. Print legend will include the marking "Reclaimed Water'. Green for Sanitary Sewer Fora Main applications. Print legend will in- clude "Force Main". Although manufactured in accordance with the same industrial standards and testing requirements, these products do not bear the NSF Listing Mark, as they are used for different applications C-905 Water Pipe Size and Dimensions Nominal Size (in) Metric mm) Dimension Ratio (DR) Pressure Class (psi) A" Average (OD) Outside Diameter blinimum Wall Max OD Reference L" Dimension Min/Max) 30 750 41 100 32.000 780 38.500 12.625 13.625 32 5 125 985 38.500 25 165 1.280 38.500 21 1 200 1.524 38.500 36 900 41 100 38.300 934 45.000 12.875 13.875 32.5 125 1.178 45.000 25 165 1.532 45.000 42 1050 51 80 44.500 872 52.000 15.750 16.750 41 100 1.095 52.000 32.5 125 1.369 52.000 48 1200 51 80 50.800 996 59.500 15.875 16.875 41 100 1.239 58.500 32.5 125 1.563 58.500 ni B101 Page 3 of 3 Updated 04/2014 Rigid Coupling SPF/RtJVIL' The C-4 Rigid Coupling is our standard coupling and is designed for rigid piping applications. The C-4 is specially designed to provide a rigid, locked -in pipe connection to meet the specific demands of rigid design steel pipe. For the latest LIVULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.onvilinii.com or contact your local Anvil Representative. c VL us r" LFCP VdS uSrre APPROVED ft...•Mvor PW un lwtrm. No1w.OtlY Y w«ruW—AW Scar Re.ww" MATERIAL r e HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65.45.12 ANSI BOLTS 6 HEAVY HEX NUTS: Heat heated, oval -neck track head bolts conforming to ASTM A-183 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade 8, or SAE 1995 Grade Z. Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS G HEAVY HEX NUTS: Heat treated, zinc electroplated owl -neck frock hood bolts mode of carbon steel with mechanical properties per ISO 898.1 Cbss 8 8. Hex nuts and bolts are zinc eledropbted followed by a yellow duomote dip. COATINGS: - Rusl inhibiting paint Color: ORANGE (stondard) Hot Dipped Zinc Galvanized (optional) Other available options- Exomple: RAL=1 or RAL9000 Series For other cooling requirements contact an Anvil Representative. LUBRICATION: Slondard Gruvlok Gruvlok Xtreme'm required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000 Pre -lubricated Grade 'E' EPDM, Type A Gasket (Violet color code) 40'F to 150'F IService Temperature Range)(-40'C to 65'C) Recommended for wet and dry (oil free air) pipe fro protection sprinkler systems For dry pipe systems and freezer applications, Gnrvlok JUremeTM Lubricant is required. Grade'E' EPDM (Green color code) 40'F to 230'F (Service Temperature Range)(-40'C to 110'C) Recommended far water service, diluted duds, alkalies solutions, oil-hee air and many chamicol services. NOT FOR USE IN PETROLEUM APPLICATIONS. Grade 'EP' EPDM (Green and Red color code) 401 to 250'F (Service Temperature Ronge)I.40'C to 121'C) Recommended for water service, diluted acids, alkalies solutions, oil -free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. GASKET TYPE: Standard C Style Flush Gop PROJECT1' k 1 Project: APPROVAL Approved Address:Approved as noted Contractor. Not approved Engineer. Remarks: Submittal Date: Notes 1: Notes 2: r.rc r f I tu.G-4 -e. RIGID COUPLIPJG N Pipe Max. oupling Dimensions Coupling Bolls Specilied Torque § X y Z Oly. Site Min. Mox. Sir 0 p PressureA End load End Separolion W . Ea. rr s 1nm tlr t6t /k iinitnm in Iitm M MINIM" IM3 Jn! _ 1'Ib d . 1 131S 300 407 0Yx 2% 4 1Yt 2 x2% 30 45 1.2 15 1 33.4 10.1 181 1 0479 60 107 44 M10r51 40 60 05 1Yr 1.660 300 649 0Yn 2% 4% 1'% 2 x1Yt 30 45 1 S 31 42.2 20.7 289 00.79 10 117 48 AWAY 40 60 07 1% 1.900 300 8S1 0•'/n 2"/u 4% 1'% 2 x2Yi 30 4S 17 40 18.3 201 378 00.79 71 124 46 MIN57 40 60 08 2 1.37S 300 1,329 D•'/n 3% S% 2 2 x1'/r 30 4S 1.9 50 603 701 591 0079 89 131 SI MIOr57 40 60 OF 1Yr 287S 300 1,948 0u 4 6 2 2 x A 30 45 1.9 65 13.0 20.1 866 0079 107 152 51 A10x 63 40 60 0.9 30.0. 7996 300 1,llS 0'ti Vi 65 1% 1 i631'% JO 45 7.1 76.1 16.1 10.I 9.41 00.79 105 156 48 1 M10 x 63 40 60 1.0 3 3.500 300 2,886 1 0-%1 41'r 6%, 2 1 x2'h 30 4S 2.4 80 88.9 707 1784 0019 121 168 SI MlOx63 40 60 1.) 4 4.500 300 4,771 0-Yu S'h 715 2% 2 x 2% 30 45 3.2 100 114.3 20.7 71.22 0138 119 197 54 MIOr 63 40 60 14 540.0. 5500 300 7,177 0111 b.e 9% 79, 1 i 13 80 too S 139.7 139.7 20.7 31.70 W.38 17S 23S S2 All x 76 110 ISO 2.2 S S.S63 30D 7,291 1 Vs6t 9% 2% 1 h x 3 80 100 4.S 11S 1413 10.7 32.44 0238 176 230 51 1 MI1r76 110 I50 70 6400. 6.500 300 7,955 0% 84 IN 74 1 40 80 too ill 1651 165.1 20.7 4428 02.38 207 264 S4 MI? 06 110 1S0 1 2.6 6 6.62S 300 10,341 M 8'/r 10%t 2Y, 1 YI x 3/4 80 100 S.8 ISO 168.3 201 4600 0738 710 764 54 MI? r 82 110 60 76 8 8.625 300 17,528 pit 10% 13'% 2h 2 Yr x 3'% 100 130 10.8 200 219.1 20.7 77 97 07.38 267 337 64 Align 130 I7.5 9 10 10.750 300 27,229 01/6 13 16% 2% 2 hx5 IN 20 21.S 750 213.) 20.7 12111 07,18 331 425 67 M72x 125 14S 798 98 12 12.750 300 38,303 0-% 15% 19'/r 2Yi 2 15% 160 210 27.4 300 3739 70.1 17038 is"ll 391 489 67 M713140 245 798 W Ronge of Pipe End Seperation .dues we for rob groomed pipe ad may be doubled for oa grom pipe. 1. Y"ng prosswe and/ce end loud we total all& able, bused on stordord weight steel pipe. roll w cut grooved. A WARNING 2. One time Fold lost presswe may be increased to 1.5 omen 6r hgwes lisw obove. For dry pipe sy ge3ns and freI epp600lans y - Fw oMhonad Bob Torque information see Tadmicd Onto Section. A - WarLm pr..r.n. a a .,..1,,...1.. L A L...r ._ cA n lubrication of Iha goslreilis required, 6rwlolte Xhemem Lubricant is required. YtF• ••• ^ cr vy vr, rm, rw mna lRd pressure I ratings versus pip. sd-dub, p4ma visit arnBmA.mn or osntoat your bcal AN4 Reprtsenlotise. 011W sirt3 o.o6able, mNod an Arwil Reprewtoli.a. I FP-4.12 Short Pattern 90' Elbow SE-1 are short pattern products and are specifically designed for use in Fire Protection applications where economy is a factor. All products are is UL/ULC listed, LPCB, VdS and FM Approved. Maximum working pressure for these products is 300 PSI. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.onvilind.com or contact your local Anvil Representative. eELBOW Nominal 0 0 enter Approx. Sin to lad wt. to. 2 2.375 2'/r I'S SO 603 70 07 2'h 2.87S 3 2.1 65 730 76 10 3 3.500 31'r 3.6 BO 889 ra 16 4 4.500 4 5.8 100 114.3 101 26 6 6.625 5K 11.8 ISO 163.3 14 1 5.3 8 8.62S 6% 21.1 100 1191 US 9.6 Addi,oral sizes o+oiloble, co"od w Anvil Represwoiive. e VL IR <8(4>VdS aSne APPROVED FO LYUp:ypwal Dover W IMWoc Mery w.000 n e1n•41rf •eMaO MrN•I SeW IiVv rWe SPECIFICATIONSMATERIAL CAST FITTINGS: 1 Ductile Iron conforming to ASTM A-536, Grade 65.45.12 COATINGS: Rust inhibiting point Color: ORANGE (standard) or Hot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) Other available options. Example: RAL3000 or RAL9000 Series WJl'L J' NP 3 -t, _ T..eY-:tip_=.II r.Jf1,1.1'd 1=c':I c L:'' 'iI •. v"'"' i' (I'l iL^.'`.•I 41L 1r lY`t s'" eea, einar ena irk 2% not s 10 is 20 Flow Rote (ttlsec.) S ..Y ....'.. itgn i•exceDd' tOoF • 1 ._ i G.`Fd 3,4 , For Fig SE-1 90' grooved end elbows use the value shown. No6r:.A1" .dues ore dawn for SdWU# do pips 10 be omuisrav wi&% indusby proUims. PROJECT1' 1N Project: APPROVA Approved I Address: Approved as noted Contractor. Not approved Engineer. Remarks: Submltlal Date: Notes 1: Notes 2: Short Pattern Tee STA are short pattern products that are specifically designed for use in Fire Protection applications where economy is a factor. All products are UL/ULC Listed, LPCB, VdS and FM Approved. Maximum working pressure for these products is 300 PSI. For the latest UL/ ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.onvilintl.com or contact your local Anvil Representative. Cto E t.__ 1 T-- O.D. C toII E 1-- Nominal ST- 1 0 0 TEE Curter Approx. Size low W1. Ea. GirIDrY( mm r fb 1 2.375 2% 2.9 50 60.3 10 13 2' b 2.875 3 4.6 65 73.0 16 7 I 3 3.500 3% 6.9 80 88.9 86 3.1 4 4.500 4 10.9 100 114.3 107 49 6 6.625 5% 25.0 ISO 1683 NO 11.3 8 8.625 6'% 42.1 700 1191 175 17..1 III Ci11. Ui rM gIJ\j VdJ UAD APPROVED ` u ( y Fo um Nao.+o.ur w unei wri....x+r'd mlsrwn r mn.a.nwnv s.r. n vw rM'. I MATERIAL SPECIFICATIONS t CAST FITTINGS: Ductile Iron conforming to ASTM A-536 COATINGS: Dust inhibiting point Color: ORANGE (standard) or Hot Dipped Zinc Galvonized conforming 10 ASTM A-153 (optional) Other available options: Example: RAL3000 or RAL9000 Series STT1 90• TEE SHORT PATTERN FITTING — PRESSURE DROP Y l n Lpp''.. ON3 , € " fi t} P 71 riM PROJECTr r Project APPROVAL , Approved I Address: Approved as noted Contractor. Not approved Engineer: Remarlls: Submittal Date: Notes 1: Notes 2: A 19 90' Elbow FIGURE e 1ELBOW Nominal Size Moximum Working NessureA Dimension A Approx. WI. Each 1 500 1.50 0.62 10 3450 38.10 028 1y S00 1.75 0.90 37 3450 4445 041 Vt S00 194 1.10 40 3450 49.276 0.54 1 500 2.2S 165 so 3450 5715 084 Warbng Prestue Ratings ob for reference anly and based an Sch. 40 pope For dr latest IA71AC, ord FM pressore ratings versa pipe tche", pleose visit onhlind com or contact yaw bed Iom1 Represmtdive F9@01 <rM> LISM APPROVED senWkawrawebaV U,etw. we w+eb Y rlwswbemn taern N Arn SeIY tteeenutre MATERIAL SPECIFICATIONS Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45.12 Finish: Black Threads: NPT per ASME B 1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. . NOTICE. Ductile iron linings hove higher tensile shenyylh Om that at steel pipe. Therefore, over tightening cot cause dmrxsge to pipe threads which may cause leokvge. Dunk non htbngs shorAd be tightened approximately ih Nrns beyond hand tight, but ro more than faur hums. PROJECTINFORMATION Project: 1 , L STAMP Approved Address: Approved as noted Contractor. Not approved Engineer. Remarks: Submittal Date: Notes 1: Notes 2: SPF/RNVIL Straight Tee FIGURE 1STRAIGHT Nominal Sire Maximum Working PressureA Dimension A Approx. Wl. Each 0.8515001.50 15 3450 38.10 039 11: S00 1.75 1.22 31 3450 44 4S 055 1% S00 1.94 1.55 40 3450 4977 0.70 2 S00 2.25 2AS 50 3450 5715 1.11 Waking Pressure Ratings am Ia telermce only and based an Sdh. 40 pipe For the latest UWLC, ord FM pressure ratings verws pipe sdedule, please vhsit a nlint.oem or coreacl your local Mvi "osentotive. c Vl US FM W1E0 APPROVED ep/µponl DrhLr rra UrAYbnl tv.hs d..ir•+Mmn v sahhesrW sale Wpwmn• I MATERIAL s 1 I Dimensions: ASME B16.3 Material: ASTM A536 Grade 65.45.12 Finish: Black Threads: NPT per ASME B 1.20.1 Agency Approvals: All ductile iron threaded fillings are UL/ULC listed and FM Approved. NOTICE: Ductile iron linings have higher tensile strength thon taut of steel pipe. Therefore, over tightening can couse dv+age to pipe threads whidhr may cause leolosge. Ductile iron finings should be tightened apprmimo* three turns beyond hand tight, but no more than four turns PROJECT1' h 1N Project: APPROVA Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: I Submittal Date: Notes 1: Notes 2: amrrr• r. ra Flanged Fittings ANSI/AWWA C110/A21.10 1" - 64" DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile iron per ASTM AS36 PRESSURE: 250 PSI ratiing for I' - 48' sizes and 150 PSI rating for 54' - 64' TESTING: In accordance with ANSI/AWWA CI 10/A21.10, UL and FM requirements LAYING LENGTH: 2'- 48'sizes in accordance with ANSI/AWWA Cl 10/A21.10 andANSI B16.1 and S4 64'sizes in accordance with ANSI/ AWWA CIS3/A21.53 (fittings not listed in ANSI/AWWA haw dimensions per Stu design as noted in the catalog) WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories, cement hning and coatings DRILLING: In accordance with ANSI/AWWA C 110/A21.10, ANSI/AWWA C I53/A21.53 and ANSI 816.1 Class 123 Flanges CEMENT LINING: In accordance with ANSI/AWWA CI04/A21.4.-sizes 1'- 3'single thickness and uses 4%64' double thickness COATING: Asphaltic seal coat inside in accordance with ANSI/AWWA C104/A21.4 and prime coat outside APPROVALS: 2'. 12' Underwriters Laboratones and ULC Listed and Famory Mutual approved for 300 PSI rating. Please consult factory for detailfitting and appro As. 2' and greater are UL/NSF-61. DIMENSIONS: A8 dimensions are in Inches urdess noted otherwist. UDC A V Flanged Fittings ANSI/AWWA 010/A21.10 METHOD OF DESIGNING OUTLETS OF REDUCING FITTINGS FOR SPECIFICATIONS i Reducing Tees b b b .b I c c c I c a a a a Reducing on Reducing on Reducing on Reducingjon Both Outlet One Run One Run and Outlet Runs (Bull Head) b c d a Reducing on One Outlet Reducing Crosses b p d c d a a Reducing on Reducing on Both Outlets Ono Run and Outlet Reducing Laterals b c d a Reducing tin One Run and Both Outlets b b b c c c b c I a a a a I Reducing on Reducing on Reducing on True Y Branch One Run One Run and Branch Side Outlet Tee Double Branch Side Outlet 90 deg. Elbow b b Elbow Oc c , O a b : O b b i a a c a a Right Hand Left Hand Right Hand Loft Hand The lagest opening establishes the basic tire of a reducing fitting The largest opening is named first, except for bug head tees which are reducing on both runs and double branch elbows where both branches are reducing; the outlet is the largest opening and named last in both nits. In designating the opening of reducing fittings, they should be read in order indicated by the sequence of the letters a, b, c and d. In designating the oriden of slde outlet o(side outlet reducing fittings, the side outlet is slashed last and in the cue of the cross which is not shown, the side outlet is designated by the letter e. UCAT11a1 i ar.17 111iDTMMJ1Aar 1N r1Aa IIR raDOVll1 rTAa MM MODUM otroN20it" Tat70LL IaEt IJOC/ta 1iDr Iaarrl )il R00 vareyp < Page 40 Flanged Fittings ANSI/AW1VA C110/A21.10 METHOD OF DESIGNING LOCATION OF TAPPED HOLES FOR DRAINS WHEN SPECIFIED p p i ti N R t t E Y Y K E g St., iK 90 deg. Elbow 90 dog. Elbow Too Cross SUalphl Sirs Straight Size Stralght Size 90 dog. Elbow Reducing Size al OF Front View Side View Side Outlet 90 dog. Elbow Straight Size U1117N:1,7,p N I Tee Reducing Size QRG e K i 14 Front View Sida View Side Outlet Too Stralght Size Cross Reducing Sin N R R l E K tat F T T N' I 45 Deg. lateral Straight and Reducing gR R K u qR QT T 1 N 1 al N i T P490qg. Base Elbow Base Too Double Branch Elbow Straight and Reducing I E N l K R R %Y rY% N G i T T N 4 N K i G M K T a R True Y 45 Dog. Elbow Reducer Eccentric Reducer I Tbc about tUtutntions show two vte7vt of the trine fitting and represent 6ttlngs with symmetrical thapet,with the exception o(the side outlet elbowand the tide outlet tee (straight sizes) K Sale 19.64 2 I UCAT11D1 eEGltTtaFD MDENIAa[ ntfTN pIt IwDYll/ i "Aa Part eoo"C" NOUFTONCOa ATE 701L IIIEi I-MV110 MEUI r7 I ..oirly.Mpliu Page 41 TAR"PIPE-.PRODUCTS Utility ripe Fittings and Accessories - FLANGED BENDS I 90, FLANGED BENDS h/,) 90, FLANGED LONG RADIUS BENDS 45'FLANGED I 22'/2,FLANGED I I11/°FLANGED BENDS (1/a) BENDS (1%) BENDS (/32) 90, FLANGE x FLARE BENDS a tm STETIPE PRODUCTS = _ Utility Pipe Fittings and Accessories 90° FLANGED LONG RADIUS BASE BENDS & BASE TEES BASE DRILLING DETAILS - STRAIGHT FLANGE x FLARE PIECES STARIIPIPE PRODUCTS--". Utility Pipe Fittings and Accessories 90° FLANGED REDUCING BENDS 7,i, 90, FLANGED REDUCING BENDS (Con't) a STW PIPL PRODUCTS Utility Pipe Fittings and Accessories 90° FLANGED REDUCING BASE BENDS - 90° FLANGED REDUCING BASE BENDS (Con') STAR"PIPE PRODUCTS FLANGED TEES & CROSSES Utility Pipe Fittings and Accessories FLANGED TEES & CROSSES ICun'11 IIS PIPE PRODUCTS Utility Pipe Fittings' and AccessoriesSTAII FIIIXI111IAR FlangedFittings ANSI/AWWACII1/A21.10 FLANGED TEES & CROSSES (Con t) FLANGED TEES A CROSSES Won't) I FLANGED TRUE WYE or -rim or -no I STARcPIPE PRODUCTS Utility Pipe Fittings and Accessories FLANGED W1'E LATERALS - FLANGED WYE LATERALS (Con't) LR , u 5 STAR©PIPE PRODUCTS Utility Pipe Fittings and Accessories t FE CONCE\TRIG & F.CCENTRiC REDUCERS (Con't) FE CONCENTRIC & ECCENTRIC REDUCERS BLIND FLANGES (SOLID OR TAPPED) STAR" -PIPE, PRODUCTS 90° FLANGED SIDE OUTLET BEND Utility Pipe Fittings and Accessories FLANGED SIDE OUTLET TEE FLANGE ACCESSORY PACKS CIII/A.?I.11 SPECIFICATION SUBMITTAL SHEET with OS&Y gates) (with BGVIC valves) FEATURES Sizes: O 2 1/2' 3"' O 4" O 6" O 8" 01C Maximum working water pressure 175 PSI Maximum working water temperature 140'F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 Flanged) ANSI B16.1 Class 125 2 1/2" & 3" sizes use 4" body & reducer couplings OPTIONS Suffixes can be combined) O with flanged end OS & Y gate valves (standard) O L - less shut-off valves (grooved body connections) O LM - less water meter O with remote reading meter O with gpm meter (standard) O with cu ft/min meter O G - with grooved end OS&Y gate valves O FG - with flanged inlet gate connection and grooved outlet gate connection O ' PI with Post Indicator Gate Valves (4"-10") OBGVIC - with grooved end butterfly valves ACCESSORIES O Repair kit (rubber only) O Thermal expansion tank (Model XT) O OS & Y Gate valve tamper switch (OSY40) O Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include Dka.) MODEL 3110ADA SIZE in mm WEIGHT WITHOUT GATES Ibs I ka WITH OS&Y- GATES(GXF) ib4. kp NTH OSBY GATES(GXG) Ds kp WITH VALVES BUTTERFLY Aa kp 2 112 SS 105 147.5 207 94 199 1103 123 a 562 3 aD 104 47 224 101 5 214 97 124 4 56.5 4 100 91 41.3 24s 111 219 99.1 123 55.8 6 15D 141 64 377 171 347 15a 193 a7.6 8 200 302 137 778 3532 754 3423 410 186 10 250 3 SS 161 1040 472 7 918 418 5 527 2393 APPLICATION Designed for installation on potable water Imes connections in fire sprinkler systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. STANDARDS COMPLIANCE (HORIZONTAL & VERTICAL) ASSEO Listed 1048 AWWA Compliant C510 (with gates only) CSAV Certified (4"- 8") ULV Classified C-UL® Classified FM®Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MEA 221-04M-2 (2 1/2" - 8") MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLI, NSF Listed MODEL 350ADA with OS&Y option MODEL 360ADA with BGVIC option MODEL DIMENSION (appro)dmale) 350 ADA in mm A in mm A MATH BUT VALVESLVES In mm BLESS GATE VALVES In mm C ti mm D in mm E OSLY OPEN In mm E OSBY CLOSED in mm E WITHSIZE BUTTERFLY VALVES In mm F in mm G in mm 2112 65 35118 92 321/8 816 201/8 511 41/2 114 9 229 163f$ 416 13718 352 8 203 6 152 7114 184 3 80 361181 918 33 838 201/8 511 41/2 114 9 1229 18716 479 16518 397 8 203 6 152 71/4 84 4 too 381141 972 1331/4 845 197/8 605 41/2 114 9 229 223/4 578 18114 464 9118 232 6 152 8 203 6 150 47114 1200 401/4 1022 257/8 657 51l2 140 101,2 267 30118 765 23314 603 1 11/9 257 7 178 10 264 8 200 62 1575 55 1397 38112 978 10 254 121305137314 743 1116/18 303 81/2 218 11 279 10 250 645/8 1642 50 112 1485 381/2 978 10 2305 45 3/4 16920 899 13 5/16 738 81/2 16 1 305 Attention: Model 350ADA grooved body) and Model 350DA flange body) have different lay lengths. Patent No. 5,913,331) DOCUMENT #: REVISION: BF-350ADA 1/11 FLOW CHARACTERISTICS MODEL 350ADA 2 112", 3- 4 4" (STANDARD t METRIC) FLOW RATES (tlT) 0.0 120 252 379 FLOW RATES (GPM) MODEL 360ADA 6', S' a 10- (STANDARD i METRIC) 4uuu FLOW HATES (GPM) O Rated Flow (Established by approval agencies) IT INSTALLATION Local codes shall govern installation requirements Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (3D5mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. 3000 505 104 T 69 p 35 0 g 0 4 104 g 69 35 u 0 S 4000 Capacity thru Schedule 40 Pipe (GPM)I, Pipe size 5 ft/sec 7 5 ft/sec IDft/sec 15 ft/sec 2 1/2" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 MODEL 350ADABGVIC (VERTICAL INSTALLATION) MODEL 350ADA (OUTDOOR INSTALLATION) SPECIFICATIONS i The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4). the seat ring and check valve shall be NoryITM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The' first and second check valves shall be accessible for maintenance without removing the device from the line. The Double CheciI Detector BackflowPreventionAssemblyshallbeaWILKINSModel350ADA. I WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phope•805/238-7100 Fax.8051238'S766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone.905/405-8272 Fax905140 Product Support Help Line: 1.877-BACKFLOW (1-977-222.5366) • Wobelte: http:imvw.zum.com Page 2 of 2 i f `qcO Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 inuum a -# s It -t sl Buser maniroia 1-112 thru 6 Inch (DN40 thru DN150) For NFPA 13 Sprinkler Systems General Description The Figure 513 (13) Riser Manifolds described in this technical date sheet provide the necessary waterflow alarm, pressure gauge, alarm test ori- fice, drain, and sight glass equipment in a single assembly for use in NFPA 13 sprinkler systems as follows. NFPA 13' 1-1/2 Inch (DN40) Male Thread x Female Thread 1-1/21hru 6 Inch (DN40 thru DN150) Groove x Groove Although the Riser Manifold described in this data sheet is intended for NFPA 13 sprinkler systems, it may be used for NFPA 13U or 13R residential sprinkler systems, where a test orifice of 5.61K (80K) is accept- able. The variety of sizes and grooved end connections allow cost effective and easy transition to check valves, control valves, and system piping. The Riser Manifolds may be installed in either the horizontal (flow switch on top) or verti- cal (flow going up) for both single sprinkler rises and floor control In high rises. WARNING The Riser Manifolds described herein must be Installed and maintained In compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- clation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices In proper operating condition. The installing contractor or sprinkler manufacturer should be contacted Will any questions. Technical Data Approvals The Figure 513 (13) Riser Manifolds with a cover tamper switch for the wa- terflow alarm switch are UL Listed, ULC Listed, and FM Approved. The Figure 513 (13) Riser Manifolds without a cover tamper switch for the waterflow alarm switch are UL Listed and FM Approved. Maximum Working Pressure 175 psi (12,1 bar) Test Orifice 5.6K (80K) Assembly The manifold body of the Figure 513 is ductile iron, whereas the manifold body of the Figure 13 is cast iron. The two assemblies are completely inter- changeable in function, application, and end -to -end laying length. Finish Red painted. Installation The Riser Manifolds may be installed in either the horizontal (flow switch on lop) or vertical (flow going up). The inlet of the Riser Manifold may be di- rectly connected to a shut-off control valve. NOTES Where applicable pipe thread sealant is to be applied sparingly. Use of a non -hardening pipe thread sealant is recommended. Never remove any piping component nor correct or modify any piping derr- ciencies without first depressurizing and draining the system. Step 1. Install the manifold body with the flow arrow pointing In the down- stream position using threaded con- nections and/or listed mechanical grooved connections, as applicable Step 2. Conned the drain line, and then close the drain valve! Step 3. Refer to Figure 3 for wiring guidance. All wiring must be per- formed in accordance witli the Author- ity Having Jurisdiction and/or the Na- tional Electrical Code. Step 4. Refer to Figure 4 for optional relief valve. Step 5. Place the system in service by filling the system with water. When fill- ing the system, partially open the con- trol valve to slowly fill the system. Fill- ing the system slowly will help avoid damaging the waterllow alarm switch. After the system is fully pressurized, completely open the control valve. Step 6. Secure all supply valves open. Page 1 of 6 APRIL, 2006 I TFP662 Page 2 of 6 NO. DESCRIPTION OTY. P/N t 1-1R' Manifold Body. Male x Female NPT .... 1 WA Groove x Groove ...... t NIA 2 Waterllow Alarm Switch VSR-SF vnih Paddle, UL1FM .... . ... .... t 971.096-00 VSRSF W h Paddle and Cover Tamper Switch, ULCIFM ... . ... .. 1 976.519.02 3 300 psU2000 kPa Water Pressure G9u90 .. t 2341 NOTES: I. APProxmhale wei9hL 11.2 bs. (5,1 k9) 2. ULC Listed Manifolds are equipped with Cover Tamper Switches installed internal to the WaterflowAlarm Switches. 3. CH: Common Hardware 3 I '1)-(25e,0 mm) 14•NI' Mate x Female NPT, 52.0 mm) Groove x Groove tt•t/B'(I ,6 mm) Inspectoes Test Male x Male NPT 6 Drain Valve Drain Valve Manifolds (Normally sal (Nonnally to -main-) posed) O 1 I ITFP962 i LI2 311' 1. Imo_ 5.3/16' 3.1/2' 79,7mm) NPT ( 131.8mm) (88.9mm) i 6.1/8' 155,6 mm) 12.SW 320,7 mm) FIGURE 1 1.112 INCH (DN40) RISER MANIFOLD ASSEMBLY AND DIMENSIONS r I TFP962 2 INCH (DNSO) MANIFOLD NO DESCRIPTION CITY. P/N 1 Y Manifold Body, Groove x Groove ... ... 1 N/A 2 Waterflow Alarm Switch: VSC with Paddle, UL/FM ....... 1 976.357-01 VSC with Paddle and Cover Temper Switch, VLC/FM .......... ... 1 976.520-01 3 300 psd2000 kPa Water Pressure Gauge .. 1 2341 2.1/2 INCH (DN65) MANIFOLD NO. DESCRIPTION CITY. P/N 1 2-1/2* Manifold Body, Groove x Groove . . 1 N/A 2 Watertbw Alarm Switch: VSC with Paddle. UUFM .. .. .. . 1 976-357-02 VSC with Paddle and Cover Tamper Switch, ULC/FM .. ...... ... 1 976.520-02 3 300 psr2000 kPa Water Pressure Gauge .. 1 2341 31NCH (DN60) MANIFOLD NO. DESCRIPTION OTY, P/N 1 3' Manifold Body, Groove x Groove 1 N/A 2 Waterfbw Alarm Switch' VSC wdh Paddle, UL/FM ........ ... .. I 976.357-03 VSC with Peddle and Cover Tamper Switch, VLC/FM. 1 976.520-03 3 300 paVZ000 kPa Water Pressure Gauge . 1 2341 NOTES: 1. ULC Usted Manifolds are equipped with Cover Tamper Switches installed internal to the Watorllow Alarm Switches. 2. CH, Common Hardware 4INCH (DN700) MANIFOLD NO DESCRIPTION CITY P/N 1 4' Manifold Body, Groove x Groove .... 1 N/A 2 Waterflow Alarm Switch. VSC with Paddle, UUFM ... ..... 1 97r,357-04 VSC with Paddle and Cover Tamper Switch, VLC/FM .......... . 1 976.520-0a 3 300 psWODO kPa Water Pressure Gauge 1 2341 Page 3 of 6 61NCH (DN1SO) MANIFOLD NO. DESCRIPTION CITY. P/N 1 6' Manifold Body, Groove x Groove 1 N/A 2 Waterflow Alarm Switch, VSC with Paddle, UL/FM ..... 1 976-357-05 VSC with Peddle andCover1976-520-05TampeULCIFM .... ....... 1 3 300 psg2000 kPa Water Pressure Gauge 1 12341 1 Manifold Nommal Inslalladon Oimenslons In Indies and mm Drain Size Weigh Sao A B C D 1 E F G H I Ibs (kg) 21nch 10-3/4 13 9116 5.3/8 63/8 13.1116 3-iQ 135 DN50 425,5 330,2 14 3 138,E 161 9 33t,8 88,9 1' NPIT 6,1) 2-1/2 Inds 17-3/16 13 1 5.3/4 6.7/8 13-3/4 3.1/2 NPT 16.8DN654386330.2 25 4 146 1 174 6 349 3 68,9 1-t/4• 7.6) 3 inch 17.3/16 13 1 6 7.1/8 14.1/4 3-IR 18.7 ON80 438 6 330,2 25,4 152.4 181,0 362,0 88.9 1•I/4• NPT 8.5 41nch 20.1/2 13 4.5116 7.9/16 9.1116 16.5/8 4.1/2 327 DNIOO 520.7 330 2 109.5) 19 t 230,2 422.3 114,3 2'NPT 14,8 61nch 20.12 13 4.5/16 8-112 10 18•t/2 6.5/B 4t.6 DNISO 520 7 330 2 109 5 215 9 254 0 469 9 168 3 2•NPT 16 9 A B F - 0 E F FIGURE 2 2 thru 6 INCH (ON50 thru DNl50) RISER MANIFOLD ASSEMBLYAND DIMENSIONS GJI I I J I Page 4 of 6 TFP962 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVEREDLOOPEDSECTIONCAUTION: PLATE CONDUCTOR single conductor is not CLAMPING Permitted to be looped around SINGLE An unrnsulated section of a TERMINALPVNCOMINGPLATEtheterminalandservoastwo STRIPPED ENDS TE ORS TERMINAL separate connections The wire must be severed to serve it as two separate connections. thereby providing supervision of the connection In the event that the wire becomes dislodged from the temdnal IMPROPER CONNECTION METHOD OUTGOING PROPER CONNECTION METHOD WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS CONTACTS ..... .. SPOT (Form C) LOCAL END OF LINE CONTACT RATING . SA @ 125 VAC SIGNAL 2 5A 6 30 VDC DEVICER RESISTOR NC NC NO • NC Np COM i C COM OM CONTROL POWER PANEL NO FLOW NON -SUPERVISED CONDITION STYLE INCLASS S CIRCUIT SUPERVISED CIRCUIT SEE NOTE) NOTE: For supervised circuits, See'Smich Terminal Connections' above. The Waterflow Alarm Switch has two switches, one can be used to operate a central station, proprietary or remove signaling unit, while the other contact is used to operate a local audible or visual annunciator. I COVER TAMPER SWITCH (ULC ASSEMBLIES ONLY) CONTACTS .... ... SPOT (Form C) CONTACT RATING .. 3A ® 250 VAC SA @ 125 VAC lmA @ 5 VDC min NO % li NC COM CONTACTS SHOWN WITH COVER IN PLACE FIGURE 3 WIRING GUIDANCE f I T TFP962 DESCRIPTION OTY PIN 3/8' Copper Tubing, 2" (DNSO) Manifolds .. 1 971.124-01 2.1/2' (DN65) and T (DN80) Manifolds .. 1 971.124-02 4'(DN10D)and 6'(DN150) Manifolds 1 971.124-03 3 Care and Maintenance The following inspection procedure must be performed as indicated, in ad- dition to any specific requirements of the NFPA, and any impairment must be immediately corrected. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES No attempt is to be made to repair any NO. DESCRIPTION OTY. P/N 2 Pressure Relief Valve, 175 psi, Nonadjustable . 1 198-M.M 3 90' Compression Filling Fitting . ....... ..2 CH 4 1- x 1/2- Reducing Hex Bushing .. ..... .... 1 CH CH: Common Hardware Installer Fabricated 3/8' Copper1:;,, Tubing 2- (DN50), 2.1/2- (DN6S), 3-(DN80), 4-(DN/00), or 6' (DN160) Manifold M or 1.1/2 MI FIGURE 4 OPTIONAL PRESSURE RELIEF VALVE Riser Manifold component in the field. Only the pressure gauge, waterflow alarm switch, or relief valve can be replaced. If any other problems are encountered the entire riser manifold must be replaced. The alarm/flow test procedure will re- sult in operation of the associated alarms. Consequently, notification must be given to the owner and the fire department, central station, or other signal station to which the alarms are connected, and notification must be given to the building occupants. Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the effected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. Page 5 of 6 i 1.112" (DN40) Manifold Only: To Install optional Pressure Relef Tdr a 1.1/2' (DN40) Manifold, a 112' NPT must be provided try the installer on a system duffel piping• and a cormctio to the manifold drain trim must be fab with installer supplied 3/8' copper tub Discard unused Wm components Alarm/Flow Test Step 1. Place the test & drain Valve in the 'test" position. i Step 2. Fully open the drain valve. Make certain that drainage water will not cause any damage or injury. Step 3. Verify operation oflassociated alarms. Step 4. Close the drain Vall e. Step S. Place the test & drainin Valve in the 'drain" position. Step 6. Verify that the residual (flow- ing) pressure indicated by the pres- sure gauge is no less that originally recorded for the system Then it was first installed. Step 7. Close the drain valI e. Step 8. Verify that the static (not flow- ing) pressure indicated by' the pres- sure gauge is no less that originally recorded for the system when it was first Installed. Page 6 of 6 TFP962 Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies riot affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Information Riser Manifold: Specify; Size (specify), Figure 513, specify connection type inlet x outlet) Riser Manifold (specify - without or with) a cover tamper switch for the waterflow alarm switch, P/N (specify). NOTES Orders for Figure 513 may be filled with a Figure 13. The two assemblies are completely interchangeable in function, application, and end -to -end laying length. If a ULC Listing is required, the Riser Manifold must be ordered with a cover tamper switch for the waterflow alarm switch. ULIULC/FM Assemblies With Cover Tamper Switch 1.1/2 Inch (DN40) MT x FT .. .... .. PIN 4086 1.1r2 Inch (DN40) MT x MT .. ........... PIN 4087 21nch (DN50) G x G ... ........ .. PIN 4090 2.1/2 Inch (DN65) G x G ........... .. PIN 4091 3 Inch (DN80) G x G .......... ..... PIN 4092 4 Inch (ON 100) G x G .... ...... . .. PIN 4095 61nch (DN150) G x G .... . ......... PIN 4096 UUFM Assemblies without Cover Tamper Switch 1-1i2 Inch (DN40) MT x FT .............. PIN 4055 1.1/2 Inch (DN40) MT x MT .............. PIN 4056 2 Inch (DN50) G x G ................ PIN 4060 2.1R Inch (DN65) G x G ................ PIN 4061 3 Inch (DN80) G x G .. . ... PIN 4062 4 Inch (DNI00) G x G ........... .... PIN 4065 6 Inch (ON ISO) G x G ................ PIN 4066 Optional Pressure Relief Valve: Specify: Operational Pressure Relief Valve and Trim for use with (specify size) Figure 513 or 13 Series Riser Manifold, P/N (specify). 1-112' or 2'............... PIN 4063 2.112'or3................ PIN 4072 4'or6'.................. PIN 4073 Replacement Parts: Specify: (description) for use with Fig- ure 513 or 13 Riser Manifold, P/N (Ref. Figure 1 or 2, as applicable). TYCO FIRE tL BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 e Conforms with Federal Specification WW-H-171 (Type 23). Manufacturers Standardization Society ANSI7MSS-SP-58 (Type 19 and 23) r, J,o II—.r I,t1" Material. Steel C UL US FM arwrivse E'i7. y3ii.4"-^•9,Fzr,,T..t Finish: Plain„ - 1"h.:,:itl^''J•',`.-'_iC h^,.'i:r? t1{{µ3. i•-> F%•e"li.w 2f .. rf7.— Cr` I-"•` C1: 1 }+ J{ x 1'i_ Cut 10 5 I:l kj—V'IJi•GI 2`I'r r:L S:y r,i-..cis Finish: EI ectrogalvamzcd 1. :t i e =< a• F 'd t r. ' : P SF'.aQ F:+: r , ,_.- $ SI !TN. Setwew must be tightened and torqued onto the sloped Ode of the I-beam. Recognizing that torque wrenches are generally not used or available on many job sites, the setwew should be tightened so it contacts the I-beam and then an additional Iro to 1/2 turn added. ANSI is a registered trademark of American National Standards Institute. FM is a registered cemfication mark of FM Approvals LLC, LTD UL Ull, CUL CUR. CULus and CURus are registered cerOKabon marks of UL U.C. WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Mtruction sheets are available at www.erico.com and from your ERICO customer service representative. Improper Insulation, misuse. muepplication or other failure to completely follow ERICO's instructions and warnings may cause product maHuncuon. Property damage, serious bodily, iniury and death. Copyright O 2015 ERICO International Corporation. AI rights reserved. CADDY. CADWELD, CRITEC, ERKO. ERFLEX ERITECH, and LEMON are registered trademarks of ERICO International Corporation. r{ C rIDDY Material: Steel Tensile Strength: 58,000 psi Yield Strength: 36,000 psi Z* f,rT-, T V "MM Z Finish Plain WMA pq MR2 onLN41 M Finish: w N-114-IN N -UWRM 09- MIIITIE72ff:IPMUMEIRPH-21M, OW 0503710EG t " =fjis:`' E."Sr IL. 5:,... t^ r= •T , .;PI }G.. ]..... 3-t 1/.,, t `?Fn 3-y, ELt.c' lT]'? .'I_"'•L.-`''G .L^-mac..,. ce r k . i' 1 r7.iTG7z;aC 1?iEl.%i' F1W' .ffir C aEY: ` F yf`^11aii_t`J s dh:'.t `daj G.'.•./f'1 aw - r ra.u%'' t'y' '^=L N ! C L r"'.f '•. ', u.'^i•h .-.s F. t.1 '' ti . K = r.:1 i i, eRk` r s Load based on Max 650 degrees s. WARNING ERICO products shag be installed and used only as inn icated in ERICO's product instruction sheets and training materials. Instruction sheets are available at www.erko.co I and from your ERICO customer service representative. improper nstallatim misuse, misapplication or other failure 10 completely follow ERICO's instructions and warnings may cause pr, duct malfunction,property damage. serious bodily injury and death. i Copyright O 2015 ERKO ntemational Corporation. MI rights reserved. CADDY, CADWELD, CIMC, ERICO, ERIREI( ERrrECN, and LEMON are registered trademarks of ERKO International Corporation. I r r ER/CD° E The 115 Standard Duty loop Hanger, part of the CADDY* line of fasteners and supports from ERICO, is ideal for suspendirig stationary. non -insulated pipe lines, including CPVC pipes, in fire sprinkler systems. A knurled insert nut helps simplify vertical adjustments and flared edges on the base (12" to 4" sizes) help protect pipes from coming into contact with any sharp edges of the hanger. Flared edges help prevent any sharp surfaces from coming into contact with the pipe (1/2" to 4" sizes) Retained insert nut helps ensure the loop hanger and insert nut stay together Recommended for the suspension of stationary non -insulated pipe lines Manufactured to use the minimum rod size permitted by NFPA• for fire sprinkler piping Conforms with Federal Specification BMW-H-171 (Type 10), Manufacturers Standardization Society (MSS) SP-58 (Type 10) Material: Steel Finish: Pregalvanized C&S FM I_i'CS :J i"]Sj'.J 7-'S,:i. m^ y=?1 k :r'r--C.L'=:5 I IT:1`'R1 Y'^:1':.rt. r^• Gi:`y'7j2. r-.iY 4F "! I'- .j, ;-, Y- Y Iti 'iY i :1,.y„r'?1.• r :^'c 1_.7::•1'iYS_ ti•'Y}'.I{=" f' c;. r.Jty %, _ v.' `l r ' :;` L_vtY.,;-.Ps.I. f`.. RL•.Gr 1s,^5.t`.`:Fti.-16 sai auz. -rz.. A rf i.y_rt, w.r.- i }'.fi. a,r a:.'. :.0 i'( a.. .'"'lr x 41 r T:?r7 2{"_'7 Y- k .,_ F'S.._: _'1 ME:.1 F..ZY ": "i r r Y- r®® rZ:F_f:7 U-R AT TI®®®®® VMI UP. 09 1 '11•-`' EMU n O1DDY SIDEWINDER1 FOR STEEL - Horizontal Application 3 Application Product Features A v!+ standard screwgun with a depth smsilive nosetolece should be used to ilstall Teks For opb tad Warn pWomwnce, the sm"un should be a MIf11 mirlmum of 6 amps and have an RPM range of 0.26M. I Saves time from Volitional methods. Reduces insta0ation costs. Quick to install using the Smnnys Nut Driver wdh an I 16V cordless dnUdriver. Marndacluted in the U S k r•wJerDWbex com 171' $047957 SWD too 114-14 x 1• TEKS 0 1477 (16 pa.) 060'•16 W Y1r 25 125 Ya' $050957 SWD 10 171.14 x 1• TEKS 7 1477 116 pa.) o60•-16pa Y16• 25J 125 7u , ill imimm s p Yr a0S2957 SWD 20 IX14 x r TEKS J 1177 16 a.) 060'•16ya YIV 25 125 H . sry1 SV,/} 957SWDR 1.1/2 12.24 a Mir TEKS 52075 Z PartS OI14910 Y16-) 150D 1475 .1aa'-YIV 1!r 25 125 d'-$21O5My R(lkic'6- ''ilXIP1t EKSI — - Yr EDS7957 SWT 15 12.24 a 1.17 TFKS 5 1»x rvsvr .... ,,... ... ,. .,, SAMMYS SWIVEL HEAD"' FOR STEEL - Swivel Application Application Product features 151 r-- , - -- Approvals - Rod L1adePut l Scre., - - Ultimate ----- -- UL Test F1.1 Test Min Liau Bo. ---_/ Sim t:umDcr Descriptions Pullout (IDs) Load (IDS) Lead (IDs) Thick Thick Dry Iw DWI r. -4'rz-•-'— z-Tr .,a. ^'.—"1,. ----o o ?'_." r —t _ • r, -r•SFF. i -fH' hi Y r rr t: ,fir 1 „rr f Tj "•-fit 2h V r-'- i J' z r.va s y 4`1 3f t i C !.'4 rY TTr Sf rlt- ix ?Ir' ii- r-SfXs-.r Fr,S,..}f _ yy • Z`.' cti•- , f n c,i .t_ 1 ± elf •7 N F:""' , i '.T'''t •:h• 1 jl? - .-51; ' 1. :r f'Ji :1( II lii':JC }•.''. cJ. l hii y:.f'f...ti. h`r. i'a t'v-'. :. ^[',t{r nl "' C;.'rY '=1 j'<-: ice;%t -M1: ti t>-<-'.n ..i%t i%I::..i {I j c r- r:..si;'r.,r"' E r }yU.rF - r ,S F I - i r I_y '( 1i r' r Q rt1s. rl r1 7 r l rt ; sl st<`s"-S- td'.Giry,`,F'`ad ti F, t ,lr' •' ,, S Y 7aiE -I slt"' xs r' i 4 `srl ti 0 4 a 7 To find a dislnbulor rear you. call BUD-BUILDEX f sniso SSM/SSV Series Alarm Bells System Sensor's SSM and SSV series alarm bells ore low cunenc high decibel notification appliances for use in fire and burglary systems or other signaling applications. Features Reliable Performance. The SSM and SSV series provide loud Approved for indoor and outdoor use resonant tones The SSM series operates on 24VDC and are motor Low current draw driven, while the SSV series operates on 120VAC utilizing a vibrating I mechanism. High dB output Available in six4nch, eight -inch, and ten -inch sizes Simplified Installation. For indoor use, the SSM and SSV series AC and DC models mount to a standard four -inch square electrical box. For outdoor applications, weatherproof back box, model number WBB,IIs used. DC models polarized for use with supervision circuitry Mount directly to standard four -inch square electrical box indoors The SSM and S5V series come pre -wired, to reduce installation time. The SSM series incorporates a polarized electrical design for use withSSMand55Vseriescomepre -wired supervision Circuitry. i I Agency I i Listings TL USTED sell FM C/ approved 6s0 miss rtJb UM17 motif SSM/SSV Specifications Model shag be a SSM a SSV Series alarm bell Bells shall have underdome strikers and operating mechanisms. Gongs on said bells shall be no smaller than Inominal6'/8'/10' (specify sae) with an operating voltage of 24VDC or 120VAC (speafy by pan number) Bells shall be surtable for surface or wmAush mounting Outdoor surface mounted installations shall be weatherproof (using optional WBB weatherproof eearical bo4.Oiherwise bells shall mount to a standard 4- square electrical box having a maximum projection of 2%- Begs shall be located as shown on the drawings or as determined by the Authority Having Jurisdiction. Bells shall be fisted for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal, and approved by Factory IMutualandMEA Physical/Operating Operating Temperature Range —311 to WF r Operating Vohage SSM series: 24 VDC SSV se6ea 120 VAC Termination Provided with 2 sets of leads for iNout wing Service Use Fire Alarm, General Signaling, Burglar Alarm Warranty 3 years I Electrical Specifications Model Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Output " IBA) 0ndses) Umlt SSM24-6 6 Regulated24VOC 16to33VDC DC-31.ImA/FWR-S3SmA 82 SSM24-8 8 Regulated 24VDC 16 to 33VDC DC-31.lmA/ FWR-S3SmA 80 SSM24-10 10 Regulated 24VDC 16to33VDC DC-31ImA/FWR-53SmA 81 SSV120.6 6 Regulated 120VAC 96 to 132VAC 53mA 85 SSV120-8 8 Regulated 120VAC 96 to 13NAC 53mA 82 SSV120.10 10 Regulated 120VAC 96 to 132VAC 53mA 82 Sound output measured at Underwriter Laboratories, as specified in UL464 Information SSM24-8 SSM24-8A Bell, 8, 24VDC. Polarized 80dBA SSM24-10 SSM24-IGA Bell, 10'.24VDC,Puldraed,BldBA I SSV 120.E SSV I20-6A Bell. 67,120VAr- BSdBA I SSV120.8 SNI20-SA Bell. 8',120VAC82dBA SSV120.10 SN120-IOA Belt 10'.120VAC. 82dBA WBB weatherproof back box for SSM and SSV series• when installed outdoors Sysmm oArrr >m- SENSOR 3825 Ohio Avenue • Sc Charfes,1160174 rr„dun,,ubn,rer,r.•e.i..mnw+e..rramv Phone.800-SENSOR2 • Fac 630-377-649S °'^"o'd °w. ..ayNIW .irndNarudwr pso:uero•ovrr •rrr7o w, SPRINKLER CABINETS FOR REPLACEMENT AUTOMATIC SPRINKLERS SIX SPRINKLER CABINET FOR'/i' OR %" SPRINKLERS P/N 312390 TWELVE SPRINKLER CABINET 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 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 FAX989-846-9231 1-800-248-0278 www.g1obe0dn1der.00m AUGUST2002 B5 BULLETIN SPRCAB, REV42 I FEEDOM Pereio n, of CENTRAL FLORIDA, Inc 601 Central Park Drive, Sanford, FL32771 Phone: ( 407) 328-1663*Fax:1(407) 3284768 i Fire Sprinkler System Material Dajta & Hydraulic Calculations PROJECT: Magnolia Press 104 Loren Court Sanford, FL 32771 FROM: Freedom Fire Protection of Central Florida, Inc. 601 Central Park Drive Sanford, Florida 32771 DATE: December 15, 2017 t A A, Fire Protection by Computer Design Freedom Fire Protection of Central Florida 601 Central Park Dr. Sanfor, FL. 32771 407)-328-1663 Job Name I Magnolia Press Building Sanford, FL 32771 Location 104 Loren Court System 1 Contract 1 Data File Magnolia Press.WXF I Freedom Fire Protection Page 1 Magnolia Press Date 12-11-17 I Hydraulic Design Information Sheet Name - Magnolia Pres Date - 12-11-17 Location - 104 Loren Court Building - Sanford, FL 32771 System No. - 1 Contractor - Freedom Fire Protectionq Contract No. - 1 Calculated By - Brandon Lupo Drawing No. - 2 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - 20; Occupancy - Ordinary Hazard Group 2 i I S (X) NFPA 13 ( > Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Notzle Density - 7 (X) Wet Make Globe D Area Per Sprinkler - 130 ( ) Dry Model GL8118I E Elevation at Highest Outlet - 20 ( ) Deluge Size 3/4" S Hose Allowance - Inside - ( ) Preaction K-Factor 8.1 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 336.695 Press Required - 48.523 Summary C-Factor Used: Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-27-17 Cap. - T Time of Test - 1:00 PM Rated Cap.- Elev.- E Static Press - 55 @ Press - R Residual Press - 45 Elev. - Well Flow - 1060 Proof Flow S Elevation - P Location - On Site p I L Source of Information - Freedom Fire Protection Flow Test Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M S R T A O C R K A G E Single Row ( ) Conven. Pallet ( ) Auto Storage'____T ) Encap Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non Mult. Row ( ) Open Shelf Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: - — water 5upp y Uurve ((;) Freedom Fire Protection Page 2 Magnolia Press Date 12-11-17 F City Water Supply: C1 - Static Pressure : 55 C2 - Residual Pressure: 45 C2 - Residual Flow : 1060 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20- 10 D1 200 400 600 800 1000 1200 FLOW ( N 11 1.85 ) Demand: D1 - Elevation 8.662 02 - System Flow 336.695 D2 - System Pressure 48.523 Hose ( Demand ) 250 D3 - System Demand 586.695 Safety Margin 3.129 1400 1600 1800 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Freedom Fire Protection Magnolia Press Page 3 Date 12-11-17 Fitting Legend Abbrev. Name 2 3/4 1 1'/. 1'/I 2 2%: 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 1 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ` will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. s- Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pn na na na na na na na na na na na na na na na na na na na na na na na na na IV 1. Pressure / Flow Summary - STANDARD Freedom Fire Protection Page 4 Magnolia Press Date 12-11-17 Node Elevation K-Fact Pt No. - .. Actual 1 20.0 8.1 10.3 2 20.0 8.1 10.36 3 20.0 8A 10.55 4 20.0 8.1 10.95 5 20.0 8.1 11.65 6 20.0 8.1 10.33 7 20.0 8.1 1038 8 20.0 8.1 10.58 9 20.0 8.1 10.98 10 20.0 8.1 11.68 11 20.0 8.1 19.08 12 20.0 8.1 19.18 RN 1 20.0 20.65 RN2 20.0 20.71 RN3 20.0 21.99 CM1 20.0 22.24 CM2 20.0 22.29 CM3 20.0 22.49 CM4 20.0 26.4 TASR 20.0 26.72 BASR 0.0 38.87 UG1 0.0 3909 BFP1 0.0 43.08 BFP2 0.0 48.16 TEST 0.0 48.52 Flow Density Area Press Actual 26.0 0.2 130 7.0 26.07 0.2 130 7.0 26.31 0.2 I 130 7.0 26.81 02 130 7.0 27.65 0.2 130 7.0 26.04 0.2 130 7.0 26.1 0.2 i 130 7.0 26.34 0.2 130 7.0 26.84 0.2 130 70 27.69 0.2 I 130 70 35.38 0.2 130 7.0 35.47 0.2 I i 130 7.0 i 2500 I I I I The maximum velocity is 11.2 and it occurs in the pipe between nodes 10 and RN2 11 i I I i L Final Calculations - Hazen -Williams Freedom Fire Protection Page 5 Magnolia Press Date 12-11-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf iPn i T 1 26.00 2.203 0.0 9.250 10.303 i K Factor = 8.10 to 120.0 0.0 0.0 0.0 26.0 0_0057 . _ . 0.0 - 9.250 0.053 _ Vel __ 2.19--- 2 26.07 2.203 0.0 9.250 10.356 I K Factor = 8.10 to 120.0 0.0 0.0 0.0 3 52.07 0.0206 0.0 9.250 0.191 Vel = 4.38 3 26.30 2.203 0.0 9.250 10.547 iK Factor = 8.10 to 120.0 0.0 0.0 0.0 4 78.37 0.0438 0.0 9.250 0.405 Vel = 6.60 4 26.81 2.203 0.0 9.250 10.952 IK Factor = 8.10 to 120.0 0.0 0.0 0.0 5 105.18 0.0757 0.0 9.250 0.700 Vel = 8.85 5 27.65 2.203 1 J 11.593 65.670 11.652 K Factor = 8.10 to 120.0 0.0 11.593 0.0 RN1 132.83 0.1165 0.0 77.263 9.000 Vel = 11.18 0.0 132.83 20.652 K Factor = 29.23 6 26.04 2.203 0.0 9.250 10.332 K Factor = 8.10 to 120.0 0.0 0.0 0.0 7 26.04 0.0057 0.0 9.250 0.053 Vel = 2.19 7 26.10 2.203 0.0 9.250 10.385K Factor = 8.10 to 120.0 0.0 0.0 0.0 52.14 0.0206 _ 0.0 _ 9.250 _ _ 0.191_ Vel =4.39 8 26.34 2.203 0.0 9.250 10.576 K Factor = 8.10 to 120.0 0.0 0.0 0.0 9 78.48 0.0440 0.0 9.250 0.407 Vel = 6.61 9 26.84 2.203 0.0 9.250 10.983 K Factor = 8.10 to 120.0 0.0 0.0 0.0 10 105.32 0.0758 0.0 9.250 0.701 Viet = 8.86 10 27.69 2.203 1 J 11.593 65.670 11.684 K Factor = 8.10 to 120.0 0.0 11.593 0.0 RN2 133.01 0.1168 0.0 77.263 9.023 Vel = 11.20 0.0 133.01 20.707 KI Factor = 29.23 11 35.38 2.203 0.0 9.250 19.084 K Factor = 8.10 to 120.0 0.0 0.0 0.0 12 35.38 0.0101 ONO 9.250 0.093 Vel = 2.98-__- 12 35.48 2.203 1J 11.593 65.670 19.177 KIFactor = 8.10 to 120.0 0.0 11.593 0.0 RN3 -_ 70.86 0.0364 _._._..... 0.0 -- 77.263 2.814 _ _ VeI = 5.96 0.0 70.86 21.991 K Factor = 15.11 RN1 132.83 2.203 1J 11.593 2.000 20.652 to 120.0 0.0 11.593 0.0 CM1 132.83 0.1165 0.0 13.593 1.583 Vol = 11.18 0.0 1 132.8_3 11.593 2.000 -- 22.235_ - K Factor = 28.17 RN2 133.01_- 2.203 1J 20.707 to 120.0 0.0 11.593 0.0 CM2 133.01 0.1168 0.0 13.593 1.587 Vel = 11.20 T 1 Final Calculations - Hazen -Williams Freedom Fire Protection Page 6 Magnolia Press i Date 12-11-17 Hyd. Qa Dia. Fitting Pipe Pt Pt i Ref. C" or Ftng's Pe Pv i *****' Notes ****** Point at Pf/Ft Eqv. Ln. Total Pf Pn I 0.0 133.01 22.294 K Factor = 28.17 RN3 70.86 2.203 1J 11.593 2.000 21.991 j to 120.0 0.0 11.593 0.0 CM3 70.86 0.0364 0.0 13.593 0.495 Vel = 5.96 0.0 70.86 22.486 K Factor_= 14.94 _ CM1 132.83 4.31 0.0 13.330 22.235- to 120.0 0.0 0.0 0.0 CM2 132.83 0.0044 0.0 13.330 0.059 Vel = 2.92 CM2 133.01 4.31 0.0 12.000 22.294 to 120.0 0.0 0.0 0.0 CM3 265.84 0.0160 _ - 0.0 12.000 ---.-- 0.192 -----. --- Vel = 5.85 CM3--•_--_ 70.86 4.31 11 9.756 148.210 22.486 I to 120.0 0.0 9.756 0.0 CM4 336.7 0.0248 0.0 157.966 3.915 Vel = 7.40 CM4 0.0 4.31 11 9.756. 3.000 26.401 to 120.0 0.0 9.756 0.0 TASR 336.7 0.0248 0.0 12.756 0.316 Viel = 7.40 TASR 0.0 4.31 1 Fsp 0.0 10.000 26.717 to 120.0 11 9.756 9.756 11.662 Fixed loss = 3 BASR 336.7 - 0.0248 0.0 19.756 -__ 0.490 -_ Vel = 7.40 t- BASR 0.0 4.1 0.0 7.000 38.869 to 120.0 0.0 0.0 0.0 U G 1 336.7 0.0316 0.0_ _ 7.000 0.221 Vel = 8.18 _ UG1 0.0 4.07 2L 16.828 145.000 39.090 to 140.0 0.0 16.828 0.0 BFP1 336.7 0.0246 0.0 161.828 3.986 V61 = 8.30 BFP1 0.0 4.1 2L 17.44 5.000 43.076 to 140.0 1 J 23.254 40.694 4.000 Fixed loss = 4 BFP2 336.7 0.0238 0.0 45.694 1.086 Vel =_ 8.18 BFP2 0.0 5.86 1 G 3.375 55.000 48.162 T to 140.0 1 J 28.123 31.498 0.0 TEST 336.7 0.0042 0.0 86.498 0.361 Vel = 4.01 250.00 Qa = 250.00 586.70 48.523 K Factor = 84.23 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT • PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION CONVENTIONAL (OLD STYLE The Globe Quick Response GL Series 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 sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick QUICK RESPONSE Response Sprinklers should be used advisedly and under the UPRIGHT CONVENTIONAL direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating 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 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 water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA PEND NTICK RESPONSEVERTICAL See reverse side for Approvals and Specifications. SIDEWALL Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141 °C) AMDWaterWorkingPressureRating -175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE Frame - bronze • Deflector - brass • Screw - brass HORIZONTAL LPC/CE Lodgement Wire - stainless steel • SIDEWALL HORIZONTAL Bulb seat - copper • Spring - nickel alloy . Seal - teflon SIDEWALL Bulb - glass with alcohol based solution, 3mm size . SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION I AVAILABLE SPRINKLER TEMPERATURES ORDINARY INTERMEDIATE 4077AIRPARK DRIVE, STANDISH, MICHIGAN 0658 JULY 2012 A-20 BULB COLOR I N.F.P.A. MAXIMUM CEILING TEMPERATURE ORANGE/RED YELLOW/GREEN 989-846-4583 • FAX989-846-9231 BULLETIN GL5615, REV. #9 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT . PENDENT, VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES II2.8 (39 metric) 12" NPT 2 1/4" (5.7cm) f 4.2 ) 80 metric 12" NPT 2 114" (5.7cm) Factory Bronze I 5.6 (80 metric) 12" NPT 2 1/4" (5 7cm) Chrome 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyesters 8.1 (116 metric) 3/4" NPT 2 7116" (6.2cm) Black Polyester na,V". —C ArrrtV.vmn T E. HORIZONTAL SIDEWALL IS 2 9116'. FINISHES AVAILABLE ON SPECIAL ORDER AVAILABLE AS CULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. ApPanvat c STYLE SIN K HAZARD' 1357 1557 1757 2001F v286'F FM LPC CE I NYC • DOB MODEL FACTOR 57'C 68'C 79'C 93'C 141'C cULus MEA 101.92.E GL2815 2.8 LH X X X X X X i X GL4215 4.2 LH X X X X X X X UPRIGHT GL5615 56 LWOH X X X X X X X X X X GL8115 7.8' LWOH X X X X X X I X GL8118 8.1 LWOH X X X X X X X X X X GL2801 GL4201 2.8 1.2 LH LH X X X X X X X X X X X X X XPENDENT7GL56DI5.6 LWOH X X X X X X X X X I X GL8101 7.8' LWOH X X X X X X X X GL8106 8.1 LWOH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X SDEWALLI GL8133 8.1 LH X X X X X X GL2826 § 28 LH X X X X X X X HORIZONTAL GL4226 6 4.2 LH X X X X X X I X SIDEWALL GL5626 5 5.6 LH/OH X X X X X X X X GL5627c 5.6 LWOH X X X X X X X GL81271 8.1 LWOH X X X X X X CONVENTpNAL GL5624 5.6 LH/OH X X X X X X X OLDSTYLE) GLBt25 8.1 LWOH X X X X X X X I nLEKS SHAU BE LIMITEDEU 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. eINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. PENDENT VERTICAL SIDEWALL cULus LISTED FOR V MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING, OH. ORDINARY HAZARD LH: LIGHT HAZARD 1/2' NPT ORDERING INFORMATIONSPECIFYGLOBE'® PRODUCT WARRANTY Quantity • Model Number • Style Globe agrees to repair or replace any of its own manufactured Orifice • Thread Sizes - Temperature products found to be defective in material or workmanship for a 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). 40779891RPARK STANDISH, MICHFAXIN" 846-4583RIVE, 919A846-9231 ppEBPRNUNIN 1-80D-248-D278 www.globespnnkler.com JUNE 2012 PRINTED U.S.A. BULLETIN GL56 1 5, REV. #9 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Schedule 40 Pipe Bull Moose Tube's Sch. 10 and Sch 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot -dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -fight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer'sinstructionsforthespecificfittingused. 1819 Clarkson Road Chesterfield, MO 63017 For additional Information, contact your salesperson COu7 Btu Numm nnm C xvW W"V (800) 325-4467 FAX: (636) 537.2645 www.bullmoosetube.com today at (800) 325-4467 or 636) 537-2600 In the USA, or from Canada UUM FM A®company cell (800) 8824666e-mail: sales(albullmoocetube m APMIOWD Aff fllronnbbon bomNned heroin Is accurate as blown at the U" of publWdon. elA Moms Tube menes the din b rftma prodmi specrdubons moms roam and WWWO Irnafdne obfleatlon 12109 DURAmBLUE6 CAipvto Offices New Ydtk. Plant 3421 Old Vestil Rdidi Vestil, NY 13850 800. 836.4350 607:Z29 9381 Fax: 607.729:61'30 raPLaSTIC-s,'nci American - made prod4crs since 1970 PVC MUNICIPAL WATER DISTRIBUTION PIPE (4 -121 Scope: This submittal designates the general requirements for Unplasticized Polyvinyl Chloride Municipal Water Pipe from compound with a cell classification 12454 as defined in ASTM Standard D 1784 Pipe: All pipe shall meet the requirements of AW WA C900, UL 1285, FM 1612, CSA 13137.3 and BNQ NQ3624i 250 Standards, as indicated in the table below, for potable water transmission mains and fire protection systems. Our pipe meets National Sanitation Foundation Standards NSFo61-G, NSFo 14, NSFopw-G (Potable Water), and NSFofs (Underground Fire Service per OL1295 Standard). The gasketed joint shall meet the requirements of ASTM D-3139, and the joint gasket shall conform to ASTM F-477. Pipe shall be furnishedinlayinglengthsof20' (+/- 1") Other lengths may be available upon request. Depth of En 15° Max. O. D. A Laying Length -- L ..,- 20' This product is manufactured in alternative colors for specific applications. Purple for Acclaimed Water application. Print legend will include the marking "Reclaimed Water'. Green for Sanitary Sewer Fora Main applications. Print legend will in- clude " Force Main". Although manufactured in accordance with the same industrial standards and teslingl requirements, these products do not bear the NSF, CSA dr BNQ Listing Mark, as they are used for different applications. C- 900 Water Pipe Size and Dimensions Nominal Size ( in) Metric mm) Ratio (DR) DimensionFNSF,FM. vals Pressure Class ( psi) A" Average (OD) Outside Diameter Minimum Wall Max OD Reference L" Dimension Min/ Max) 4 100 25 SA 165 4. 800 0. 192 5.920 4. 375 4. 625 I8 SA, BNQ 235 0.267 6055 14 M 30$ 0.343 6.220 6 150 25 NSF, CSA 165 6. 900 0. 276 8.300 5. 375 5. 875 I8 NSF. FM, CSA, BNQ 235 0.383 8.450 14 NSF, FM, CSA. BNQ 305 0.493 8.560 8 200 25 NSF, CSA 165 9. 050 0 362 10.730 6. 375 6. 875 18 NSF, FM, CSA, BNQ 235 0.503 10.920 14 NSF. FM, CSA, BNQ 305 0.646 11.110 10 250 25 NSF, CSA 165 11. 100 0. 444 13.105 7. 375 7. 875 18 NSF, FM, CSA, BNQ 235 0 617 13.360 14 NSF, FM. CSA. BNQ 305 0.793 13.510 12 300 25 NSF, CSA 165 13. 200 0. 528 15.465 7. 375 7. 875 18 NSF, FM, CSA, BNQ 235 0.733 15.790 14 NSF, FM, CSA, BNQ 305 0.943 16.0)0 FM Approved pipe available upon request MA OBB» , FM APPROVED Big UL1285 Page I of 3 Updated 04/2014 FVU MUNIUIYAL WATER TRANSMISSION PIPE (14 - 24)' Scope: This submittal designates the general requirements for Unplasticized Polyvinyl Chloride Municipal Water Pipe from compound with a cell classification 12454 as defined in ASTM Standard D.1784 Pipe: All pipe shall meet the requirements of A W WA C905, UL 1285, CSA B 137.3 and BNQ NQ3624-250 Stand Irds, as indicated in the table below, for potable water transmission mains and fire protection systems. Our pipe meets National Sanitation Foundation Standards NSFm61-G, NSFe 14, NSFmpw-G (Potable Water), and NSFofs (Underground Fire Service per UL1285 Standard). The gasketed joint shall meet the requirements of ASTM D-3139, and the joint gasket shall conform to ASTM F-477. Pi pc shall be furnished in laying lengths of 20' (+/- I "). Other lengths may be available upon request. Depth of Entry 15° Max. O.D. A Laying Length -..-I L - 20' This product is manufactured in allernatilc colors for specific applications. Purple for Reclaimed Water application. Print legend will include the marking "Reclaim Water". Green for Sanitary Sewer Force Main applications. 'Print legend will in- clude "Force Main". Although manufactured in accordance with the same industrial standards and testing requirements, these products do not bear the NSF, CSA & BNQ Listing Mark, as they are used for different applications C-905 Water Pipe Size and Dimensions Nominal Size (in) Metric mm) Dimension Ratio (DR) Approvals Pressure Class (psi) A" Average (OD) Outside Diameter Minimum Wall Max OD Reference L" Dimension MinMax) 14 350 25 NSF, CSA 165 15 300 612 18.750 9.000 9.500 21 NSF 200 729 19.750 18 NSF, CSA, BNQ 235 850 18.750 16 400 25 NSF, CSA 165 17.400 696 21.000 9.750 10.250 21 NSF 200 829 21.000 18 NSF, CSA, BNQ 235 967 21.000 18 450 25 NSF 165 19.500 780 24.000 10.500 11.000 21 NSF 200 929 24.000 I8 NSF 235 1.093 24.000 20 500 25 NSF, CSA 165 21.600 864 26.000 I 10 500 I 11.000 21 NSF 200 1.029 26.000 18 NSF 235 1.200 26.000 24 600 41 100 25.800 629 31.000 i 11000 12.000 32.5 NSF 125 794 31.000 25 NSF 165 1.032 31.000 21 NSF 200 1.229 31.000 18 NSF 235 1.433 31.000 aan)OBBI) ggg. 'ANOGGE[ism iiPage2of3UL1285Updated 04/2014 PVC MUNICIPAL WATER TRANSMISSION PIPE (30 - 48D Scope. This submittal designates the general requirements for Unolasticized Polyvinyl Chloride Municipal Water Pint: from compound with a cell classification 12454. as defined in ASTM Standard D.1784, Pipe: All pipe shall meet the requirements of AWWA C-905 Standard for potable water transmission mains and fire protection systems. Our pipe meets National Sanitation Foundation Standard #61 for plastic piping system components and related materials. The gasketed joint shall meet the requirements of ASTM D-3139, and the joint gasket shall conform to ASTM F-477. Pipe shall be fumishcd in laying lengths of 20' (+/- 111). Other lengths may be available upon request. Depth of Entry 150 Max. O.D. A Laying Length - L .- 20' This product is manufactured in altematiVe colors for specific applications. Purple for Reclaimed Water application. Print legend will include the marking "Reclaimed \Vater'. Green for Sanitary Sewer Fora Main applications. Print legend will in- clude "Force Main". Although manufactured in accordance with the same industrial standards and testing requirements, these products do not bear the NSF Listing Mark, as they are used for different applications. C-905 Water Pipe Size and Dimensions Nominal Size (in) Metric mm) Dimension Ratio (DR) Pressure Class (psi) A" Average (OD) Outside Diameter Minimum Wall Max OD Reference L" Dimension Min/Max) 30 750 41 100 32.000 790 38.500 1 12 625 13.625 32.5 125 985 38.500 25 165 1.290 38.500 21 200 1.524 38.500 36 900 41 100 38.300 934 45.000 12.875 13.875 32.5 125 1.178 45.000 25 165 1.532 45.000 42 1050 51 80 44.500 872 52.000 15.750 16.750 41 100 1.095 52.000 32.5 125 1.369 52.000 48 1200 51 80 50.900 996 58.500 15.875 16.875 41 100 1.239 58.500 32.5 125 1.563 58.500 q%#&V.x q1.0 Page 3 of 3 Updated 04/2014 A. Rigid Coupling SPF/faNVIL' The C-4 Rigid Coupling is our standard coupling and is designed for rigid piping applications. The C-4 is specially designed to provide a rigid, locked -in pipe connection to meet the specific demands of rigid design steel pipe For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.onvilinil.com or contact your local Anvil Representative. HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65.45.12 c Vl us <a> VdS asne APPROVED 0 rb R+r•q ty DwY w Immrr, •W w •aerM a V •ies b mnb0 N MdP 6tln ArpebYM GASKETS: Materials Properties as designated in accordance with ASTM ANSI BOLTS & HEAVY HEX NUTS: Pre -lubricated Grade'E' EPDM, Type A Gasket (Violet color code) Heat heated, oval -neck track head bolts conforming to ASTM A-) 83 -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 applicolions, 1995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. GrWok Areme}1° lubricant is required. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated owl -neck track head bolts mode of carbon steel with mechanical properties per ISO 898.1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by o yellow chromate dip. COATINGS: Rust inhibiting point Color. ORANGE Itandard) Hot Dipped Zinc Galvanized (optional) Other avoibble options- Example: RA0000 or RAL900D Series For other tooting requirements cantod on Anvil Representative. LUBRICATION: Standard Grvvlok Gruvlok Xtremes" required for dry pipe systems and freezer applications. Grade 'E' EPDM (Green color code) i 40'F to 230'F (Service Temperature Range)(-40'C to 110'C) Recommended for water service, diluted ocids, alkohes`solutions, oil -free air and many chemical services. II NOT FOR USE IN PETROLEUM APPLICATIONS. Grade'EP' EPDM (Green and Red color code) 40'F to 250'F (Service Temperature RcngeH•40'C to !21'C) Recommended for water service, diluted ocids, alkalies Isclutions, oil -free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. GASKET TYPE: Standard C Slyle Hush Gap PROJECT INFORMATION Project: APPROVAL STAMP Approved Address:Approved as noted Contractor. Not approved Engineer: Remarks: Subminal Date: Notes 1: Notes 2: 4.12 Rigid Coupling SPF/ANVIL: of and r the N Mox.q Max. Ron QQ (oupling Dimensions oupling Bolts Specified Torque § Dry. Sire Min. Mix. Sued O.D. Pressure End Lood End Seporalion X y Z WIPrEo. Oln , N(' / ixmi tli.• t bs:%k1V . iM/ in,rlhiol fait` i '" x n G= I 1.31S 300 407 0•1hs 2% 4 Il'4 2 x1'/4 30 45 1.2 25 1 33.4 20.1 1 181 0079 60 107 44 MIOr51 40 60 0.5 1'% 1660 300 649 Wit 1P4 4Vs 1'% 2 shx2y4 30 45 15 37 422 70.1 89 00.79 70 117 48 Allox57 40 60 07 I1h 1.900 300 851 0•'hr 2% 4% I+h 2 x 2'/4 30 45 1.1 40 483 70.7 178 00.79 71 174 48 M IOr 57 40 60 08 2 2.315 300 1,329 4hr 3% 5% 2 2 x2% 30 4S 1.9 50 603 207 591 0079 89 137 SI Mfox 57 40 60 09 2'h 2875 300 1,948 O-A1 4 6 2 2 x A 30 45 1.9 65 13. 0 70.7 866 0079 102 152 SI MIN63 40 60 09 301.. 7996 00 7,II5 0'v 4!i 65 1% 1 Ss2'b 30 45 7.1 76.1 76.1 20.7 9.41 00 79 105 156 48 Ml O x 63 40 60 1.0 3 3. 500 300 2,886 Hit 41'4 6% 2 2 x 2'h 30 45 2.4 80 889 207 1284 0019 121 168 51 M10163 40 60 1.1 4 4. S00 300 4,771 O v" 5% No 2% 2 x 2% 30 45 3.2 100 114. 3 207 21.22 0138 14P 191 54 1A10r63 40 60 1.4 M 0. 0. 5.500 300 7,177 0117 6% NO M, 1 r 3 80 100 5 139.7 139.7 20.7 3170 42.38 17S 23S S2 M12 x 76 110 AD 2.2 5 S. S63 30D 7,292 04')i PlAt 9'% 1'61 2 h x 3 80 100 4.5 US 1413 20.7 3744 0238 116 230 57 Allb76 110 150 70 640.0 6.500 300 9,955 0% 8!i 10'b 7'4 7 st,3 80 100 S8 165.1 165.1 20.7 4428 1 0-2.38 207 264 54 M11 x 76 110 160 2.6 6 6. 62S 300 10,341 1 OaSs By, INo 2% 2 14 x 3% 80 100 S.8 ISO 168. 3 70.7 4600 0238 210 764 1 54 MUM 110 ISO 1.6 8 8. 62S 300 17,528 Oxhs 10% 13% 2% 2 is x 3'h 1D0 130 10.8 200 219. 1 707 77 97 0138 767 337 64 AM s 87 130 US 49 10 10. 7SO 300 27,229 0'%1 13 16% A 2 x S 180 2.20 21.5 1S0 273.) 20.7 12112 01238 331 475 67 1 M22s 125 74S 298 98 12 12. 7SO 30D 38,303 ON IS1's 19'h 1$ 2 15% 180 2,20 27.4 300 373. 9 20J 17038 0738 371 OF 67 M71r140 245 198 Ito Rouge of Rpe Erd Sepaolion values as for roll groomed pipe and mot be doubled for om grwm pipe. 1. Working pressure and/or end food are tokA allowable, bored on sladord weight steel pipe, roll or cur groomed. WAAMNG 2. One time held test presswe may be increased to 1.5 hmes do hgwes listed obove. For dryry sys4erm ord kesrer 4WpFxdioro For oddrional Bob Torque information see Tsdrsical Dcro Sedion. pipe 6sbrication ofshe 9osW1 is required, W" Pro Rot• for bored Sch 40 ' a cwvv xtreivwTMtsrbriionl is required. ng sure ngs ore r erance -7 on Pape or -31 UL/UIC, FK VdS and PCB pressure rmbgs .Vnw pipe s4lsedrde, Please vint asv8rral.com or consar your ksml An4 Represa tim. Odw sires ovoiWWe, mNod an AM Ropresentotire FP-4. 12 Short Pattern 90' Elbow SPF/ANVIL' SE-1 ore short pattern products and are specifically designed for use in Fire Protection applications where economy is a factor. All products are is UL/ULC Listed, LPCB, VdS and FM Approved. Maximum working pressure for these products is 300 PSI. For the latest UL/ULC listed, IPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.onvilinti.com or contact your local Anvil Representative. 1111111411.e YT No 0 D enter Approx. Size 10 End WI. Ea. 2 2.37S 2% 1.5 s0 603 0 01 2% 2875 3 2.1 65 130 76 10 3 3.500 Sys 3.6 80 lip 86 16 4 4.500 4 S.8 100 110 102 26 6 6.62S Sh 11.8 150 168.3 140 53 ll 8.62S 6'b 21.1 200 719.1 175 9.6 A&6md size, ovclbbte, mluoO an A.4 Reptesentotire c QL ns rM Vd$ Lingo APPROVED GG©+" 1 r Ull.R'rypwy OeoY w UrNere..Ytv.weui a YnLqun d mile wNM Lb Rle'e1e I MATERIAL SPECIFICATIONS CAST FITTINGS: f I Ductile Iron conforming to ASTM A•536, Grade 65- 5.12 COATINGS: Dust inhibiling paint Color. ORANGE (stondord) or Hot Dipped Zinc Galvanized conlorming to ASTM A. 153 (optional) Other ovoiloble options: Example: RAL3000 or RAL9000 Series i'eftiW'l%cni1 Li,T,i•:;7 Jyl"C F14s9E J_L•7-r'-7'J l i L ac4F' :FtF•11,=.7- ri1=J1 7'_'ltr:.:•1.,.,lf.-" jy Wjlfllk!l i;ll f•.-fed--tr'•'!l[ d j ln]I:') ja? 5 10 20 Flow Rate (Whet.) 9 • il"ei"r e. ` dl_o",l •r' 1 lip , 3 For Fig. SE-1 90• grooved end elbows use the value Aawn Noce. At— values we silo,- 66r Soledule do pips to be comishyV will industry p act- eew, 2'h111h 2 na, e PROJECT1' ' 1 Project: APPROVAL STAMP OApproved f Address: Approved as noted Contractor. Not approved t Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/RNVIL' ST-1 are short pattern products that are specifically designed for use in Fire Protection applications where economy is a factor. All products are UL/ULC Listed, LPCB, VdS and FM Approved. Maximum working pressure for these products is 300 PSI. For the latest UV ULC listed, IPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.onvilintl.com or contact your local Anvil Representative. Cto E I--' i O. D. C to E -- Nominal ST- 1 0 0 TEE Center Approx. Site to bd wt. Ea. lti minJ _ for 2 1375 2% 2.9 SO 60.3 10 1.3 1' h 1.875 3 4.6 65 730 16 ZI 3 3.500 3% 6.9 80 U.9 B6 11 4 4.500 4 10.9 100 110 01 4.9 6 6.625 5'h 25.0 ISO 168.3 140 113 8 8.62S 6'% 42.) 100 219.1 I1S 191 C Tt. Dr <IM> L •'• EN LamAWOVED ( se UV^d. ,, 0Yaa1 are Inralda.vblaur.edrY bMlliOrn Y00MYl an M'M Salr Ab MATERIAL SPECIFICATIONS CAST FITTINGS: Dudile Iron conforming to ASTM A-536 COATINGS: Rust inhibiting point Color: ORANGE (standord) or Hol Dipped Zinc Galvanized conforming to ASTM A-153 (optional) Other available options- Example: RAL3000 or RAL9000 Series lKim r :,• r iS zo e fatll eYrA eslar 3 r4h 1' h I'm z : w Flory Rats (Whet.) sjwi7 poaer0 'il°I ' For Fig. ST-1 grooved end lee branch use 21/7 times the value shown. j For Fig ST) grooved end tee run use the value shown. Nose: Above soluel are shown 1w SAPA4 40 pipe to be aonsutad mA indnhy prockes. PROJECT INFORMATIONAPPROVAL Project: ST' 1 MP Approved Address: Approved as noted Contractor. Not approved Engineer. Remarks: Submittal Date: Notes 1: Notes 2: 90' Elbow FIGURE e 1ELBOW Nominal Sire Maximum Working Pressure Dimension A Approx. Wt. Each 1.50 0.611500 10 3450 3810 0.28 Iy S00 1.75 0.90 32 3450 44.45 0.41 I Vt S00 1.94 120 40 3450 49276 O.S4 2 S00 1.25 -f- 1.85 SO 3450 57.15 084 warong rrestwe KOKIgs ore lar mkrwKe 0* orsd based on S& d0 pipe For The lofty ULAUIC, and FM pressure ratings versus pipe schedule, Own visit onvslintl cam or COMoet your local 1um1 Representolive. CODS rM APPROVED FY tb0/sewr _ DSYY ere -'reran. k— reef YYou YrrOreMiY eorit urMr Srd rk'FrCrrtlM I MATERIAL SPECIFICATIOIYS Dimensions: ASME B 16.3 Material: ASTM A536 Grade 65.45-12 Finish: Black Threads: NPT per ASME B 1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC listed and FM Approved. . NOTICE: Ductile iron (nines haw higher Tensile s III Ilsors that of steel pipe Therefore, over lightening con cause donwge to pipe i(reads which inoy cause leakage. Ductile iron (risings should be lightened approximately l hremturns beyond hand tight, but ro more than four hums PROJECT1' 1N Project: t APPROVASTAMP Approved l Address: r Approved as noted i Contractor. Not approved Engineer. Remarks: j Submittal Date: Notes 1: Notes 2: SPF/RNVIL' Straight Tee FIGURE e STRAIGHT Nominal Size Moximum Working Pressure Dimension A Approx. Wt. Eolh 1.50 0.851Soo 25 3450 38.10 037 1l4 Soo US 1.11 37 3450 44.4S 0.55 1V, Soo 1.94 1.55 IO 3450 49.27 0.70 1 Soo 1.25 1.45 50 3450 57.IS 1.11 vvorxmg r mwm sings are bar mierarce Orly and bored on 5ch. 40 pipe For dw latest UWLC, and FM pressure ratings versus pipe sche", pbow visit orwilind.cem a contod yaw lord Anvil Representotne Dimensions: ASME B 16.3 Material: ASTM A536 Grade 65.45.12 Finish: Block Threads: NPT per ASME B 1.20.1 Agency Approvals: All ductile iron threaded fittings are Ul/ULC listed and FM Approved. NOTICE' Ductile iron frnrngs hove higher tensile strengths than Ihot of steel pipe. Therefore, over lightening can cause damage to pipe tttroods whJ may cause bolusge. Ductile iron finings should be tightened approximately Aerie turns beyond bond tight, but no more than four tums I PROJECT1' 1N Project: APPROVA Approved Address: Approved as noted i Contractor. Not approved Engineer: Remarks: l Submittal Date: Notes 1: Notes 2: Flanged Fittings ANSI/AWWA C110/A21.10 1" - 64" DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile iron per ASTMA536 PRESSURE: 250 PSI ratiing for I'- 48'sixes and 150 PSI rating for 54'. 64' TESTING: In accordance with ANSI/AWWA Cl 10/A21.10, UL and FM requirements LAYING LENGTH: 2' - 48' situ in accordance with ANSI/AW WA C 110/A21.10 and ANSI B16.1 and S4' - 64'sites in accordance with ANSI/ AWWA C 153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Stu design as noted in the catalog) WEIGHTS: Am in pounds, unless noted otherwise and do not include accessories, cement lining and coatings DRILLING: In accordance with ANSI/AWWA C I I0/A21.10, ANSI/AWWA C I S3/A2143 and ANSI B 16.1 Class 12S Flanges CEMENT LINING: In accordance with ANSI/AWWA CI04/A21.4 -- sites I'- 3'single thickness and sizes 4'.64' double thickness COATING: Asphaltic seal coat inside in accordance with ANSI/AWWA CI04/A21.4 and prime coat outside APPROVALS: 2' - 12' Underwriters Laboratories and ULC Listed and Factory Mutual approved for 300 PSI rating Please consult factory for detail listing and approvals. 2' and greater are UL/NSF-61. DIMENSIONS: All dimensions are in inches unless noted otherwise. U'' I Flanged ] j Fittings ANSI/AWWAICI I O/A21.10 METHOD OF DESIGNING OUTLETS OF REDUCING FITTINGS FOR SPECIFICATIONS Reducing Toes b b b b cEft; U c c I c l0C a a a laReducingonReducingonReducingonReducingon Both 4 Outlet One Run One Run and Outlet Runs 1Bull Head) U Reducing Crosses b b b ;b i i c d c d c d c d I I I a a a laReducingonReducingonReducingonReducingon One Run One Outlet Both Outlets One Run and Outlet and Both Outlets I Reducing Laterals b b b c c c b c I I a a a alReducingonRoducingonReducingonTrueY Branch One Run One Run and Branch Side Outlet Tee Double Branch Side Outlet 90 deg. Elbow b b Elbow Od c c d a b er bb cNO lOa a c a l a Right Hand Left Hand Right Hand Loft Hand The largest opening establishes the basic site of a reducing fitting The largest opening is named first, except for bug head tees which are reducing on bosh runs and double branch elbows where both branches are reducing; the outlet it the largest opening and named last in both cases. In designating the opening of reducing fittings, they should be read to order indicted by the sequence of the letters a, b, c and d. In designating the outlets of side outlet of side outlet reducing fittings, the tide outlet is named last; and in the case of the sews which is not shown, the tide outlet is designated by the letter 4. uuntm AML aua rcatonusnsusc ru a rare rwwcis aTN rrrsnooutrs rrousrorrcoarosuratrourut raroor soor rat araso woo Page 40 Flan ANSI/A METHOD OF DESIGNING LOCATION OF TAPPED HOLES FOR DRAINS WHEN SPECIFIED i R gR R E F TKIFTTRFTTF i 90 dog Elbow 90 dog. Elbow Too Cross Straight Sue Straight Sizo Stralght Size V V R N R It L MalYYEOS5N1, F T T 90 dog. Elbow Tee Cross Reducing Size Reducing Slze Reducing Size R Y V v` E 1G y WFiT Front View side View Side Outlet 90 dog. Elbow Straight Size ti R R K M F N 1 T 7 90 Deg Base Elbow Straight and Reducing R N SFE Front, View side Yew Side Oudet Teo Stralght Sizo E DtCF NTI R R Best Toe N R R L E K 9 1M% ! F T T N' IS Deg. Lateral Straight and Reducing R T T R LN F E K IN Double Branch Elbow A- T, X TSR R True Y IS Dog. Elbow Reducer Eccentric Reducer The above illustrations show two views of the same fining and represent fittings with symmetrical shapes, with the exception of the side outlet elbow and the side outlet tee (straight sizes) 2t] Page 41 l Fittings C110/A21.10 FLUCFe7 FeMUM l: STAR"PIPE FLANGED BENDSI 90, FLANGED BENDS (i/,) Utility Pipe Fittings and Accessories 45°FLANGED 22'/:-FLANGED 11'/a°FLANGED BENDS (+/e) BENDS QA,) I BENDS ('/3z1 90, FLANGED LONG RADIUS BENDS - 90° FLANGE x FLARE BENDS STt4R'PIPE -PRODUCTS,-_-,..-,Utility Pipe Fittings and Accessories FlangedFittings pi- 2L-1-J. 90, FLANGED LONG RADIUS BASE BENDS & BASE TEES BASE DRILLING DETAILS STRAIGHT FLANGEx FLARE PIECES PRODUCTS =` :-.Utility Pipe Fittings and Accessories 90, FLANGED REDUCING BENDS (Con't) 90, FLANGED REDUCING BENDS STAKTIPE PRODUCTS - 'l - . , , — Utility Pipe Fittings and Accessories 90° FLANGED REDUCING BASE BENDS 9 O'FLANGED REDUCING BASE BENDS (Con't) ly STAR" PIPE PRODUCTS Utility Pipe Fittings and Accessories FLANGED TEES &CROSSES - FLANGED TEES & CROSSES (Con'0 STARTIPE PROD UffS a` Utility Pipe Fittings and Accessories 1 FlangedI, 1 V FLANGED TEES R CROSSES (Con FLANGED TEES R CROSSES (Cmi tl FLANGED TRUE WYE STEiR`PIPE PRODUCTS ' - Utility Pipe Fittings and Accessories FLANGED WYE LATERALS - FLANGED WYE LATERALS (Con't) STARTIPE PRODUCTS . Utility Pipe Fittings and Accessories FE CONCENTRIC & ECCENTRIC REDUCERS FE CONCENTRIC & ECCENTRIC REDUCERS Won't) BLIND FLANGES (SOLID OR TAPPED) STAR" PIPE PRODUCTS. = t' Utility Pipe Fittings and Accessories . 90° FLANGED SIDE OUTLET BEND M FLANGED SIDE OUTLET TEE FLANGE ACCESSORY PACKS C 1111A.21.11 SPECIFICATION SUBMITTAL SHEET LkA 44" with OSaY gates) (with BGVIC valves) FEATURES Sizes• 0 2 1/2"' 0 3"' O 4" 0 6" 0 8" 01( Maximum working water pressure 175 PSI Maximum working water temperature 140'F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 Flanged) ANSI B16.1 Class 125 2 1/2" 8 3" sizes use 4" body 3 reducer couplings OPTIONS Suffixes can be combined) O with flanged end OS 8 Y gate valves (standard) O L - less shut-off valves (grooved body connections) O LM - less water meter 0 with remote reading meter O with gpm meter (standard) 0 with cu ft/min meter 0 G - with grooved end OSBY gate valves O FG - with flanged inlet gate connection and grooved outlet gate connection O ' PI - with Post Indicator Gate Valves (4"-10") OBGVIC - with grooved end butterfly valves ACCESSORIES O Repair kit (rubber only) O Thermal expansion tank (Model XT) O OS 8 Y Gate valve tamper switch (OSY-40) O Test Cock Lock (Model TCL24) DIMENSIONS 3 WEIGHTS (do not Include oka.t MODEL 350ADA SIZE n. mm WEIGHT WITH GATES bs I kp WITH Way, GATES(GXF) bs. kp WITHOSiY GATES(GXG) It's. I kp WITH VALVES( RFLLY bs. kp 2 1121 65 105 147.5 207 94 903 1238 662 3 8o 1o4 47 224 tO1.S 97 124A 56.5 4 100 91 413 245 tit 99A 123 a5.8 6 150 141 64 377 171 d 158 t93B2D03021377783532342.3 410 186 10 250 3S5 161 1040 4727 416.5 527 239.3 APPLICATION Designed for installation on potable water lines connections in fire sprinkler systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply Model 350ADA shall provide protection where a potential health hazard does not exist Incorporates metered by-pass to detect leaks and unauthorized water use. STANDARDS COMPLIANCE (HORIZONTAL d VERTICAL) ASSEO Listed 1048 AWWA Compliant C510 (with gates only) CSA® Certified (4"- 8") UL® Classified C-ULO Classified FM®Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MF-A 221-04M-2 (2 1/2" - 8") MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLT", NSF Listed Fasteners d springs Stainless Steel, 300 Series . Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLT", NSF Listed MODEL 350ADA with OS&Y option MODEL 360ADA with BGVIC option F—a--I MODEL DIMENSION (appro)dmate) 350 ADA SIZE In mm A inmm A WITH BUTTERFLY VALVES Inmmm 8 LESS GATE VALVES In m C ti mm D i1 Imm E OS6YOPEN In Mm E 058V CLOSED to Immi E WITH BUTTERFLY VALVES In mm F in I mm G In Jim 2112 65 351/81 892 321/8 816 201/8 51t 41/2 1141 9 1229 163/8 416 13 71613-521 8 203 6 152 7114 184 3 80 36118 918 33 838 20118 511 4 1/2 1141 9 1229 18 7/8 479 15 518 397 8 203 6 152 7114 184 4 100 381/4 972 331/4 845 197/8 505 41/2 11t 9 229 22314 578 181/4 464 9118 232 6 152 8 203 6 t5o 471/4 1200 40114 f022 257/6 657 51/2 140 101,2 267 30118 765 233/4 603 1ol/8 257 7 178 10 264 8 200 62 1575 55 1397 381r2 978 10 254 12 305 37314 959 29114 743 1116,16 303 8112 216 11 279 10 2S0 64 5/8 1842 581/2 1485 381/2 978 10 254 12 JOS 45 3/4 1162 35 3/8 899 13 5/18 778 81/2 216 12 305 Attention: Model 350ADA grooved body) and Model 350DA flange body) have different lay lengths. Patent No. 5,913,331) DOCUII1ENTd: REVISION: BF.350ADA 1/11 i FLOW CHARACTERISTICS MODEL 350ADA 2 112", 3' t 4" (STANDARD a METRIC) FLOW RATES (119) 12.6 25.2 379 LV. i.1.... I ... I O Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govem installation requirements. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance The installation shall be made so that no part of the unit can be submerged. 50.5 104 a 69 p 35 0 0 4 104 jr 69 35 0 DO Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 f fsec 7.5 fUsec 101Usec 15 fJsec 2 1/2" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 MODEL 350ADABGVIC (VERTICAL INSTALLATION) MODEL 350ADA (OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gatl valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NoryITM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seal disc elastomers shall be EPDM. The Ifirst and second check valves shall be accessible for maintenance without removing the device from the line. The Double ChecklDetector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phope:805/238.7100 Fox:8051238.6766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga. Ontario L4V 1L2 Phone:90514054272 Fax:90514 Product Support Help Line: 1.877-BACKFLOW 111477-222-5356) • Webalte: http:/Avww.zum.com Page 2 of 2 f `qcO Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Model 513 (13) Riser Manifold 1-112 thru 6 Inch (DN40 thru DN150) For NFPA 13 Sprinkler Systems General Description The Figure 513 (13) Riser Manifolds described in this technical data sheet provide the necessary waterflow alarm, pressure gauge, alarm test ori- fice, drain, and sight glass equipment in a single assembly for use in NFPA 13 sprinkler systems as follows: NFPA 13' 1-1/2 Inch (DN40) Male Thread x Female Thread 1-1/21hru 6 Inch (DN40 thru DN150) Groove x Groove Although the Riser Manifold described in this data sheet is intended for NFPA 13 sprinkler systems, it may be used for NFPA 130 or 13R residential sprinkler systems, where a test orifice of 5.6K (80K) is accept- able. The variety of sizes and grooved end connections allow cost effective and easy transition to check valves, control valves, and system piping. The Riser Manifolds may be installed in either the horizontal (flow switch on top) or verti- cal (flow going up) for both single sprinkler rises and floor control in high rises. WARNING The Riser Manifolds described herein must be Installed and maintained In compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may Impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices In proper operating condition. The Installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Approvals The Figure 513 (13) Riser Manifolds with a cover tamper switch for the wa- terflow alarm switch are UL Listed, ULC Listed, and FM Approved. The Figure 513 (13) Riser Manifolds without a cover tamper switch for the waterflow alarm switch are UL Listed and FM Approved. Maximum Working Pressure 175 psi (12,1 bar) Test Orifice 5.6K (80K) Assembly The manifold body of the Figure 513 is ductile iron, whereas the manifold body of the Figure 13 is cast iron. The two assemblies are completely inter- changeable in function, application, and end -to -end laying length. Finish Red painted. Installation The Riser Manifolds may be installed in either the horizontal (flow switch on top) or vertical (flow going up). The inlet of the Riser Manifold may be di- rectly connected to a shut-off control valve. NOTES Where applicable pipe thread sealant is to be applied sparingly. Use of a non -hardening pipe thread sealant is recommended. Never remove any piping component nor correct or modify any piping deri- ciencies without llrst depressurizing and draining the system. Step 1. Install the manifold body with the flow arrow pointing In the down- stream position using threaded con- nections and/or listed mechanical grooved connections, as applicable Step 2. Connect the drain line, and then close the drain valve. Step 3. Refer to Figure` 3 for wiring guidance. All wiring must be per- formed in accordance with the Author- ity Having Jurisdiction aid/or the Na- tional Electrical Code. Step 4. Refer to Figure 4 for optional relief valve. Step 5. Place the system in service by filling the system with water. When fill- ing the system, partially open the con- trol valve to slowly fill theIsystem. Fill- ing the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the cunt iol valve. Step 6. Secure all supply valves open. ! I Page 1 of 6 APRIL, 2006 TFP662 Page 2 of 6 NO. DESCRIPTION CITY. P/N 1 1-11Y Manifold Body, Male x Female NPT .... 1 N/A Groove x Groove . .. 1 N/A 2 WalerOow Harm Switch: VSR-SF with Peddle, UUFM .. . .... 1 971.096.00 VSR-SF wrth Paddle and Cover Tamper Switch, ULC/FM .. .. ... 1 976-519-02 3 300 ps0000 kPa Water Pressum Gauge 1 2341 NOTES: 1. Approximate weight, 11.2 bs (5.1 kg) 2. ULC Usled Manifolde are equipped wit Cover Tamper Switches Installed Internal to the WaterBow aarm switches. 3. CH. Common Hardware 3fo) f1 I 10' (254,0 mm) 14.114, Male x Female NPT, i20 nun) Groove x Groove Manifolds 11.1/e' (282,6 mm) Inspectors Test o Male x Male NPT & Drain Valve Xclosod in Valve i Manifolds (Normally set(Norma to'Drain')) 1 2 3/4' 1' Imo_ 5.3116' 19,1mm) NPT 131,8mm) 6.1/e' 155,6 mm) 12-SW 320.7 mm) FIGURE 1 1.112 INCH (DN40) RISER MANIFOLD ASSEMBLYAND DIMENSIONS too.a mn1 TFP962 TFP962 21NCH (DN50) MANIFOLD NO. DESCRIPTION CITY. P/N 1 Y Manifold Body, Groove x Groove ....... 1 N/A 2 WaterfbwNorm Switch: VSC with Paddle, UL/ FM ............. 1 976.357-01 VSC with Paddle and Cover Tamper Switch. ULC/ FM .. ........... 1 976.520-01 3 300 psi M kPa Water Pressure Gouge 1 2341 2. 12 INCH (DN65) MANIFOLD NO DESCRIPTION CITY P/N 1 2.12' Manifold Body. Groove x Gmove 1 N/A 2 WaterfbwAbrmSwitch: VSC with Paddle. VUFM .. ........ 1 976.357-02 VSC with Paddle and Cover Tamper Switch, ULC/ FM . . .... .... 1 976.520-02 3 300psi/2000kPa Water Pressure Gauge 1 2341 3 INCH (DN80) MANIFOLD NO. DESCRIPTION CITY P/N 1 3' Manifold Body. Groove x Groove 1 N/A 2 WaterlbwAlarm Switch, VSC with Paddle, UUFM ... . ..... .. 1 976.357-03 VSC with Paddle and Cover Tamper Switch, ULGFM ..... ..... 1 976.520-03 3 300psV2000kPa Water Pressure Gauge 1 2341 NOTES. 1. ULC Listed Manifolds are equipped with Cover Tamper Switches installed internal to the WaterllowAlarm Switches. 2 CH: Common Hardware 4 INCH (DN100) MANIFOLD NO. DESCRIPTION CITY PM 1 4• Manifold Body, Groove x Groove . 1 N/A 2 Waterlbw Alarm Switch. VSC with Paddle, UL/ FM ...... . ...... 1 976-357.04 VSC with Paddle and Cover Tamper Switch, VLC/ FM .. ........... 1 976.520104 3 300 psi2000 kPa Water Pressure Gauge 1 2341 I I I Page 3 of 6 61NCH ( DN150) MANIFOLD DESCRIPTION CITY P/N V Manifold Body, Groove x Groove . .. 11 N/A Waterfbw, Alarm Switch: VSC with Paddle, VL/ FM .. .... ....... 1 976.357-05 VSC with Peddle and Cover Tamper Switch. ULC/ FM .... .. ... 1 976.520-05 300 Ps92000 kpa Water Pressure Gauge .. 1 2341 Manifold Nominal Installation Oimensbns In Inches and mm 1)r011i Size Weight A I B C 1 D E F G H SizeIbs.(kg) 2 Inch 16.3/4 13 9116 5.318 6a/8 13.1116 3.1/2 13 5 DN50 425 5 330,2 14 3 136 5 161 9 331 B 88,9 1' NPT 6, 1 2. 1/2 Inch 17.3/16 13 1 5.3/4 6.7/8 13.3/4 3.1/2 16.8 DN65 438 6 330 2 25 4 146 1 174,6 349,3 88 9 1.1/4 PT IN8 31nch 17.3/16 13 1 6 7.1/8 1I-1/4 3.1/2 8. DN80 436.6 330,2 25,4 152.4 161.0 362.0 88.9 1.1/d1NPT 4 Inch 20.1/2 13 4.5116 7.9116 9.1/16- trr5/8 4-1/2 h 32.7 DNI00 5207, 330 2 109 5 t92 1 230.2 422.3 t14.3 2' NPT 8 61nch 20.12 13 45/16 8-12 f0 16.12 6.5/a 41.6 DN150 520 7 330 2 f09 5 215 9 254 0 469 9 168,3 2• NPT t8 9 AI Ir F FIGURE 2 2 thru 6 INCH (DN50 thru DN150) RISER MANIFOLD ASSEMBLY AND DIMENSIONS t • t Page 4 of 6 TFP962 t SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVEREDLOOPEDSECTIONCAUTION: PLATE SINGLE An uninsulated section of a TERMINAL CONDUCTOR single conductor Is not STRIPPED ENDS iSEPARATE CLAMPING Permitted to be looped around CONDUCTORS PLATE the terminal and serve as two TERMINAL separate connections. The wire must be severed to serve INCOMING as two separate connections. thereby providing supervision of the connection in the event hat the wire becomes dislodged from the terminal IMPROPER CONNECTION METHOD OUTGOING PROPER CONNECTION METHOD I WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS CONTACTS ..... .... SPOT (Form C) LOCAL END OF LINE CONTACT RATING .... SA ®125 VAC SIGNAL RESISTOR 2.5A ® 30 VDC DEVICE NCINONC NO • NC NO COM COM COM CONTROL I POWER PANEL NO FLOW NON -SUPERVISED CONDITION STYLE SfCLASS B CIRCUIT SUPERVISED CIRCUIT SEE NOTE) NOTE: I For supervised circuits, see 'Switch Terminal Connections' above. The Waterflow Merin Switch has two switches. one can be used 10 operate a central Station, proprietary at remove signaling unk while the other contact Is used to operate a local audible or visual annunciator. COVER TAMPER SWITCH (ULC ASSEMBLIES ONLY) CONTACTS .. .. . SPOT (Form C) I CONTACT RATING .. 3A Q 250 VAC SA O 125 VAC 1mA @ 5 VDC min. NO • NC COM I CONTACTS SHOWN I WITH COVER IN PLACE I FIGURE 3 I I WIRING GUIDANCE I i t ti < 1 TFP962 NO. DESCRIPTION OTY. PIN 1 WO'Copper Tubing, 2' (01,150) Manifolds 1 971.124-01 2.1R'(DN65)and 3' (DN60) Manifolds .... 1 971.124-02 4' (DN 100) and 6'(DN150)Manifolds 1 971.124-03 Care and Maintenance The following inspection procedure must be performed as indicated, in ad- dition to any specific requirements of the NFPA, and any impairment must be immediately corrected. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES No attempt is to be made to repair any NO DESCRIPTION CITY. PIN 2 Pressure Relief Valve, 175 psi, Nonadjustable .. 1 198-066.00 3 90' Compression Fining Filling .. . .... ..2 CH 4 1- x 1r2- Reducing Hex Bushing .. .... ... 1 CH CH: Common Hardware I Page 5 of 6 1.1/2' (DN40) Manifold only. i To Install optional Pressure Relief Tdm on a 1-1r2' (DN40) Manifold, a 112' NPT outlet must be provided by the inllader on the system outlet piping, and a connection back to the manifold drain Trim must be fabricated with installer supplied 318' copper bibing. Discard unused Mm components 3 fir NPT Insli Outlet Provi1, SystemC;, Pipi Installer Fabricated 318' Copper 2 Q Tubing 3 2- (DN50). 2.1/2' (DN65), 3- (DN60), 4- (DN700), or 6' (ON150) Manifold Manifold Dram Trim 1.112- (DN40) Manifold O FIGURE 4 OPTIONAL PRESSURE RELIEF VALVE Riser Manifold component in the field. Only the pressure gauge, waterflow alarm switch, or relief valve can be replaced. If any other problems are encountered the entire riser manifold must be replaced. The alarm/flow test procedure will re. suit in operation of the associated alarms. Consequently, notification must be given to the owner and the fire department, central station, or other signal station to which the alarms are connected, and notif/callon must be given to the building occupants. Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the effected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for mont- foring proprietary and/or central sta- tion alarms. Alarm/Flow Test Step 1. Place the test & diain Valve in the 'test" position. Step 2. Fully open the drain valve. Make certain that drainage water will not cause any damage orlinjury. Step 3. Verify operation of associated alarms. Step 4. Close the drain valve. Step 5. Place the test & drain Valve in the 'drain" position. Step 6. Verify that the residual (flow- ing) pressure indicated ey the pres- sure gauge is no less Will originally recorded for the system i hen it was first installed. Step 7. Close the drain valve. Step 8. Verify that the static (not flow- ing) pressure indicated by the pres- sure gauge is no less that originally recorded for the system when it was first Installed. A- 1 , Page 6 of 6 Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- lent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Information Riser Manifold: Specify; Size (specify), Figure 513, specify connection type inlet x outlet) Riser Manifold (specify - without or with) a cover tamper switch for the waterflow alarm switch, PIN (specify). NOTES Orders for Figure 513 may be filled with a Figure 13. The two assemblies are completely interchangeable in function, application, and end -to -end laying length. If a ULC Listing is required, the Riser Manifold must be ordered with a cover tamper switch for the waternow alarm switch. UL/ULCIFM Assemblies With Cover Temper Switch 1.12 Inch (ON40) MT x FT ........ ..... PIN 4086 1.12 Inch (ON40) MT x MT .... ........ PIN 4087 2 Inch (ON50) G x G .. . . ......... PIN 4090 2.12 Inch (DN65) G x G .............. PIN 4091 3 Inch (DN80) G x G ........ ..... PIN 4092 4 Inch (ON 100) G x G ...... . ... .. PIN 4095 61nch (01,1750) G x G .. ........... PIN 4096 UUFM Assemblies Without Cover Tamper Switch 1.12 Inch (DN40) MT x FT .. . ....... PIN 4055 1.12 Inch (DN40) MT x MT .............. P/N 4056 2 Inch (DN50) G x G ... . ......... PIN 4060 2-12 Inch (DN6s) G x G . ............. PIN 4061 3 Inch (DN80) G x G ........ ...... PIN 4062 1 Inch (ON100) G x G . . ......... .. PIN 4065 6 Inch (DNISO) G x G ........... PIN 4066 Optional Pressure Relief Valve: Specify: Operational Pressure Relief Valve and Trim for use with (specify size) Figure 513 or 13 Series Riser Manifold, P/N (specify). 1•1/2• or 2' ... .......... PIN 4063 2.12 or 3'............... P/N 1072 4'or6'.................. P/N 4073 Replacement Parts: Specify: (description) for use with Fig- ure 513 or 13 Riser Manifold, P/N (Ref. Figure 1 or 2, as applicable). I TFP962 TYCO FIRE 3 BUILDING PRODUCTS, 451 North Cannon Avenue; Lansdale, Pennsylvania 19446 I e Conforms with Federal Specification WW-H-171 (Type 23), Manufacturers Standardization Society ANSI•/MSS-SP-58 (Type 19 and 23) Jro f" 1 _. Material. Steel FM C .U` US rweveo r-r,t •''fi?` ,:t"-;y.r R.`r'Y/ i?{" i FT'?"^t-if¢. Yi+ y.rr`F-t YI_''41 XJ3iei::'._n 2f'!'h-.d`' r---'+I;.F.-_. f'[%j-N. r:^ fir 1:t' i.'t rSl fti'',{`.:lr; y_ C^+'a13''3_`*'trY r• rr' Fi,'.:4j . rj.i'. r: tip;'.' 1 _t.':e,'} ti EI E,-'• f1' I l if 1' 1 ;cit a I - 1 1I bTy'+13_ slPWNil- r Seuuew must be tightened and torqued onto the sloped dde of the t•beam. Recognizing that torque wrenches are generally not used or available on many job sites. the setscrew should be tightened so it contacts the Fbeam and then an additional I/a to 12 turn added ANSI is a registered trademark of American National Standards Institute. FM is a registered certification mark of FM Approvals LLC, LTD. UL Ull, cUL cult. Nlus and bus are registered certification marks of UL U.C. WARMNG ERICO products small be installed and used only as indicated in ERICO's product instruction sheets and traimng materials. Instruction sheets are available at www.enco.com and from your ERICO customer service representative. improper Wtalation, misuse, misapplication or other failure to completely follow EFuCo's instructions and warnings may cause product malfunction, property damage. serious bodily injury and death. Copyright O 2015 ERICO International Corporation. AI rights reserved. CADDY, CADWELD, CRfrEC, ERICO, ERIFUX ERRECN, and LEMON are registered trademarks of ERICO Internationat Corporation. r{ CADDY cddu s V1019 01 8A 930ILfOSO WlVIOVZit 9321Szos0 C • A r l • , 1 4 • • b .. ter' 'i..iA. ti' • QIOVZ 9 l 9390szoso 41 O[L'0 At 1 ldo l o los0 i 1.• t 7 ( 1'r lip Vb' At 410LL'E 881LL 7dOILBOSO 1. ] 1Jrf_' l1 Ag: rn •,w 1! rrr-_a F'F {~/.nH SYli.,.r4Sic.1R ariiF LC i JA 9101L'2 Z l lditSLOSO JC S lii! ' .Q 9 Q '- - 4' o/ E y ' Allr 'eAc MEtj}},' i of a ld9ostoso 0l 815 QI01Q' I 1dOl Z9050 ldzlososo qI0ft't ZI Ut Ul 1d9005050 VI OE 1' l 9 I' D'r w i r F3>tx!*`S, Al a 84 g10197d01LEOSO All r ldzlsioso 41ott • It QI ooz .9 oil ld9OSZOSo isd 000'9E :g16uailS Plal.l isd 0o0'SS :g16uailS allsual I081S . 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Sc"y;i:SU.J„at?.. fµ"M f.<,,'' a+ 1 1Z,' i:^: r?%,t 1?''r_S;''?t S F y".'ar''.."`:!'r'y` is c, a s .1 5t '' i y1.J f.3 I,`_'[ifS`iL•FJ''- Y 2+.,L'>.;:,",TE'•`F!t:.,d.,:.a.''v'.•;r"i,`z•.7 r` t^'v"iii:-y7 'G,7i r . A" R The 115 Standard Duty Loop Hanger, part of the CADDY* line of fasteners and supports from ERICO. Is ideal for suspending stationary, non -insulated pipe lines, including CPVC pipes, in fire sprinkler systems. A knurled insert nut helps simplify vertical adjustments and flared edges on the base (1/2" to 4" sizes) help protect pipes from coming into contact with any sharp edges of the hanger. Flared edges help prevent any sharp surfaces from coming into contact with the pipe (1/2' to 4' sizes) Retained Insert nut helps ensure the loop hanger and insert nut stay together Recommended for the suspension of stationary non -insulated pipe lines Manufactured to use the minimum rod size permitted by NFPA' for fire sprinkler piping Conforms with Federal Specification \AW-H-171 (Type 10), Manufacturers Standardization Society (MSS) SP-58 (Type 10) Material Steel Finish: Pregalvanized C XL US FM uwov[s 1150050EEG - r1S0 A?5tGjPeuKl 1150100EG 0.940, jlpdt M. 213116' t ' 3-..^.> 11/8' 1' S%16i 3001b 3001b 300Ib cUWs ry NLus. FM N3'Ws•FM 1/2, s+ti%AviL 1' 1.315' EC.,ia.• • 1.900' 2.875' 318' 3/8' r 3 1/4' s 313/16' 1 318' as_ r. • :!?. ' 11rs,/8' c: B •`.'ba 5%.16' 15116' IS116' 11501SOEG 1 1/2, 2 IQ' 1150250EG 3/8, S 9/16' n. 2 13/16' 19116, 5251b < cUWs, FM r ; ews s i~ ;1*1W 6' aRs i. 1150350EG 3 1/2' 4.000' 3/8' 7 1/16' 3 3/4' 1 1S/16' 5851b NWs, FM t 3FM.ft' ; `+' 1150500EG t 1 0 rror" S' 1Ttaf E ., eY 5.563' vo sa5 23' 8.625' c' a, .:s 1/2' 1/2, 5 . b i 2P 9 13/16, 4 3/4' 4 sc t?% c6 2 1/4' 1,000Ib NWs, FM 11 1150SWEG 8' 12 7/8- 6 7/8' 2 7/8' 1,000Ib NWs, FM FOR Ili- LD.Z, x1 .1, ;r'I tmo, ySIDEWINDEROam. Application Made with TeW seM-drilling fasteners . no pre4M4 required. r Installs into steel range from 20 gauge —112' thicknesses. I, ppfi%mv VCnA standard screiiii with a depth36FISI a nosepiece shouldbe used to install Teks. For optimal fastener performance, the sm4un should be a minimum of 6 amps and have RPM 0.2500. an range of Saves time from traditional methods. Reduces installatio costs. Quick to instal using the Sammys Nut Driver with an 16Vcordlessdnlldriver. Manufactured in ll U Sul am C0^r M- r _..„ •,,»_,.,ram,.-::.,F...J.,. , ;,,r.,:. r W W SAMMYS SWIVEL HEAD" FOR STEEL -Swivel Application Application Product features y- Rod ' Pa"- Scre. Ultimate UL Test I'NTest Elm 6taa Boa -/ Approvals Size Rumba Descriptions Pullout(lbs) Loadllbs) Load(Ibs) Thick Thick Dly SWIVEL etoUR1 — W • TAB — ti- ti 1l -' j r.r.t s ".3._at'° 7( z! atr 1d r " .i. i r' 7 ,. r • Y- r J n .7^ ' t j y c`dsJ.{ rTJ :U.yt' n1t Tl ..._ r a .i J Y ii- t; ^t C I.. f qTr t#r• ..d r r I.r 3r i 'k-- x( s n L: 1 5,.•`-.`rwT.:{{t'^V,-rFi }Ss,,y tT i:n: -T r ,r ti7'r -- f ,,,,,1 y 1% ; V M1'1f 1?l-C-a—i:`l.t l'. i. i .i rv.a.T.:4'1.,[T..L: Fr3'i(.3 4:_•:-:i Tt:1 f::Lif)':I f f' i II i xz, r k in hn .. . f.,auf.uf'"G 1, 4 'ITi:'jf' F1!--:'r<, r:;,.;:a , ^rK ;; •,;..a,.:'t'ji. a P 4 a 7 To find a dislnbulor near YOU call BUD-BUILDEX . J sysmm SENSOR' SSM/SSV Series Alarm Bells System Sensor's SSM and SSVseries olorm bells ore low current high decibel notification appliances for use in fire and burglary systems or other signaling applications. Features Reliable Performance. The SSM and SSV series provide loud Approved for indoor and outdoor use resonant tones The SSM series operates on 24VDC and are motor Low current draw High dB output Available in six-inch, eight -inch, and ten -inch sizes driven, while the SSV series operates on 120VAC utilizing a vibrating mechanism Simplified Installation. For indoor use, the SSM and SSV series AC and DC models DC models polarized for use with supervision circuitry Mount directly to standard four -inch square electrical box indoors SSM and SSV series come pre -wired mount to a standard four -inch square electrical box. Fo loutdoor applications, weatherproof back box, model number WBB, is used. The SSM and SSV series come pre -wired, to reduce installation time. The SSM series incorporates a polarized electrical design for use with supervision circuitry. AgencyListingss i FM MEALISTED ULC approved 54011 6se JODS7sf lgir{UN) lJio f , SSMISSV Model shag be a SSM or SSV Series alarm bell Bells shall have urderdome strikers and operating mechanisms Gongs on said bells shall be no small nominal 6 /8 /10' (specify size) with an operating voltage of 24vDC or 120VAC (specify by pan number) Bells shall be suitable for surface or semAl mounting Outdoor surface mounted installations shall be weatherproof (using optional WBB weatherproof electrical bo,d.Otherwise bells shall mr a standard 4- square electrical box having a maximum projection of 2y,7. Bells shag be located as shown on the drawings or as determined by the / Having Jurisdiction Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal, and approved by Mutual and MfA than to Operating Temperature Range 31IF to 14D'F Operating Voltage SSM series: 24 VDC SSVseriea 120VAC Termination Provided with 2 sets of leads for iNout wiring Service Use Fire Alarm, General Signaling, Burglar Alarm Warranty 3 years Model Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Wput (dW Inches) Umit SSM24-6 6 Regulated 24VDC 16 to 33VDC DC-31.ImA/ FWR-53 SmA 82 SSM24.8 8 Regulated 24VDC 16to33VOC DC-31ImA/FWR-535mA 80 SSM24-10 10 Regulated 24VDC 16 to 33VDC DC-31.ImN FWR-53SmA 81 SSV120.6 6 Regulated 120VAC 96 to 132VAC 53mA 85 SSV120-8 8 Regulated 120VAC 96 to 13ZVAC 53mA 82 SSV120.10 10 Regulated 120VAC 96 to 13NAC 53mA 82 1 Sound output measured at Underwriter Laboratories, as specified in UL464 Information SSM24.6 SSM24-6A Bell, 6, 24VDC. Polarized 82dBA SSM24-8 SSM24.8A Bell, 8, 24VDC, Polarized 8DdBA SSM24-10 SSM24.IGA Sell, 10'.24VDC,Pularized,81dBA I SYJ120-6 SSV120.6A Sell, 6. 120VAC. 85clBA SSV12D-8 SN120-BA Belt 8".120VAC82clBA SSV120.10 SSV120.10A Bell, 10'.120VAC.B2dBA WBB Weatherproof back box for SSM and SSV series, when installed outdoors ISysm 3825 Ohio Avenue • St Charles, IL 60174 SENSOR' Phone 8D0-SFNSOR2 . Fax 630-377.6495 awnsnu w— 41% . v SPRINKLER CABINETS FOR REPLACEMENT AUTOMATIC SPRINKLERS SIX SPRINKLER CABINET FOR %" OR %" SPRINKLERS P/N 312390 TWELVE SPRINKLER CABINET FORMa" OR %" SPRINKLERS P/ N 312392 When storing concealed sprinklers, Twelve Sprinkler Cabinet holds six units and Six Sprinkler Cabinet holds three units. I 989- 846-4583 4077AIRPARKDRIVE, STANDISH. MICHIGAN 48658 1- 800-248-0278 AUGUST2002 g{ UNIVERSAL ENGINEERING Consultants In: Geotechnical Engineering ! Building Inspections /0 Environmental Sciences ! Construction Services 3532 Maggie Blvd. ! Orlando, FL 32811 ! (407) 581-8161 Fax: ! (407) 581-0313 ! E-mail: BIDAdmin aat nivcrsilcnginccring.com 73 II 1. _ ! \ill 1 i.1_ `/. TO: City of Sanford Building Dept. DATE: March 21, 2018 Re: Request for Certifit Attn: Dave Aldrich Magnolia PresA/ Permit No.17-2973 300 N. Park Avenue i Sanford, FL 32771 ENCLOSED PLEASE FIND: DESCRIPTION Alternative Inspections Provider Certificate of Compliance Alternative Inspections Provider Request for Certificate of Occupancy Inspections Summary Report Copies of All Inspection Reports REMARKS Please find attached the requested documents. Please let me know If any more Information Is needed. COPY TO: File SIGNED: Docs No 1546527 Delivered by: LHOLT If enclosures are not as noted, kindly notify us at once. , J973 C o rac cf- ORDER NO.: N/A Court, Sanford FL L UNIVERSAL ENGINEERING SCIENCE, INC. 3532 Maggie Boulevard Orlando, FL 32811 Phone: 407-581-8161 Fax: 407-581-0313 ALTERNATIVE INSPECTIONS PROVIDER CERTIFICATE OF COMPLIANCE BUILDING PERMIT NO: 17-2973 ADDRESS: 104 Loren Court, Sanford, FL 32771 PRIVATE PROVIDER: Universal Engineering Sciences, Inc To the best of my knowledge and belief, the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved an applicable codes. GTH Oar I,N S ter BY: 11377 . R. Kenneth Derick, P.E. 37711 PRINTED NAME SIGNA'J G\N State of Florida, County of Orange ,(, Sworn to (or armed) and subscribed before me this day of / LQ.YG 2018, by R. Kenneth Derick who is personally known to me. Fr?Q — /4 Q70S Printed name of Notary My Commission expires: i • ZO -20 i 8 Doc No. 1546527 of Notary Public Notarial Seal: yrt s of Floridam135911 r ALTERNATIVE INSPECTIONS PROVIDER REQUEST FOR CERTIFICATE OF OCCUPANCY/COMPLETION (CO/CC) DATE: 3/21/2018 BUILDING PERMIT NO: 17-2973 ADDRESS: 104 Loren Court, Sanford, FL 32TH PRIVATE PROVIDER NAME: R. Kennettttrsl :K .`37'I F1'•. AUTHORIZED SIGNATURE: r PRIVATE PROVIDER FIRM: Universal Engineering Sciences, Ina, 3532 Magi hkv j ` Tlbi ti7 b, FL 32811 S ONNi CONTACT TELEPHONE NO.: 407-581-8161 FAX NO.: 407-581-0313 EMAIL: BIDAdmin(a univcrsaleneineerine.com OFFICE USE ONLY BELOW THIS LINE**************************** I This request is only valid if accompanied by a Certificate of Compliance (form PPRI 04). Any outstanding fees must be paid and all outside agency approvals must be obtained for this request to be considered complete. The following items are outstanding: N/A If outstanding items appear above, they must be provided before this request can be processed. A CO or CC will take up to two business days to issue from receipt of all required items. Date and time applicant notified of outstanding items: i DATE ! TIME Notification method (CHECK ONE) i O FAX NO. O TELEPHONE CONTACT (NAME) O EMAIL (ADDRESS) i O PERSONAL CONTACT (NAME) O OTHER (DESCRIBE) Notified by: Date and time all items received: DATE TIME Received by: ; Doc No. 1546527 Universal Engineering Sciences, Inc. INSPECTION REPORT Project: Magnolia Press - (Seminole County) Address: 104 Loren Court, Sanford, FL 32771 Duly Authorized Representatives: Randy Lamb BN1900 & Edward Fox BN23 1- i rd i_—ng= 103 Monolithic Slab Pass 10/31/2017 or R. Lamb 105 Lintel / Tie Beam Pass 11/13/2017 R. Lamb 109 Framing Pass 01/02/2018 R. Lamb 110Insulation Pass, 01/09/2018 R. Lamb 131 Drywall Screw Pass 01/17/2018 R. Lamb 104 Footer Pass. 02/20/2018 R. Lamb 105 Lintel /Tie Beam Pass, 02/27/2018 R. Lamb 112 Final Pass 03/20/2018 R. Lamb Electrical0 220 Rou h Status Pass. Date Ins pector 01/02/2018 R. Lamb 215 Temp Pole Pass 01/11/2018 R. Lamb 219 Above Ceiling Pass 02/14/2018 E. Fox 218 Prepower 01 Pass' 03/06/2018 R. Lamb 213 Final Pass 03/20/2018 R. Lamb Mechanical 409 Rou h Status Pass Date 02/ 02/2018 In actor R. Lamb 411 Above Ceiling Pass 02/16/2018 R. Lamb 410 Final Pass' 03/20/2018 R. Lamb Plumbin 322 Underground Vol Status Pass Date 10/ 30/2017 Ins actor R. Lamb 317 Rough Pass 01/02/2018 R. Lamb 322 Underground Pass. 01/23/2018 R. Lamb 313 Final Pass, 03/06/2018 R. Lamb Roof N/ A Status N/ A , Date N/ A Ins ctor N/ A BUILDING REPORTS UNIVERSAL tuENGINEERING SCIENCES; Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 92583 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 103 Monolithic Slab Inspection Inspection Type: See Scope Disposition of Inspection: Pass Date: 10/3112017 Any am Permit No: 17-2973 Lot No.: Contact: DavidjCox at 352-516- 4401 Comments: Task Data Task Nete user Name 10/31/2017 7:00 AM Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 P4 va--404 UNIVERSAL' tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 93588 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 105 Lintel Inspection Inspection Type: See Scope Disposition of Inspection: Pass Date: 11 /13/2017 Any am Permit No: 17-2913 Lot No.: Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & flan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 97743 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 109 Framing Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: Date: 01/02/2018 Any am Permit No: 17-2973 Lot No.: Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed Inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 M/ UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407A23.0504 - F: 407.423.3106, Work Order No. 98690 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 01/09/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David,Cox at 352-516-4401 Scope of Inspection: CODE 110 Insulation Rough -in Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold InspectionIliDBuildingCodeAdministration, Compliance Inspection & Ilan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 99298 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 01/1712018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115. 1700408.0000-0115-01 Contact: David) Cox at 352-516-4401 Scope of Inspection: CODE 131 Drywall Screw Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407A23.0504 - F: 407.423.3106 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 104 Footer Inspection Inspection Type: See Scope Disposition of Inspection: Pass Work Order No. 101971 Date: 02/20/2018 Any am Permit No: 17-2973 Lot No.. Contact: David Cox at 352-516-4401 Comments: Task Date Task Note User Name 02/20/2018 Dumpster footer/slab Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 yC g UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection11BuildingCodeAdministration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 j Work Order No.102522 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 02/27/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 105 Lintel Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: Task Date Task Not Uter Home 02/27/2018 Dumpster Enclosure Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 P -04 UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 104116 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: Magnolia Press - CODE 112 Final Building Inspection Inspection Type: See Scope Disposition of Inspection: Pass Date: 03/20/2018 Any am Permit No: 17-2973 Lot No.: Contact: David C;ox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 4 @ ELECTRICAL REPORTS UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 97745 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 01/021',2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David ,Cox at 352-516-4401 Scope of Inspection: CODE 220 Rough Wall Electric Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 98968 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Date: 01/11/2018 Any am Permit No: 17-29713 Lot No.: i ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 215 Temp Pole Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: Task Date Task Note ; user Name 01/11/2018 1 contacted City of Sanford to release to Power Co. Randy Lamb I 1 hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 M- Y UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No.101684 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 02/14/2618 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 219 Electrical Ceiling Rough -In Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Edward Fox, BN 23 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Work Order No.102963 Date: 03/06/20,18 Any any Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 218 Pre -Power Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 I =I- UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32611 - P: 407.423.0504 - F: 407.423.3106 Work Order No.104114 Inspection Report Project Name: Magnolia Press (Sanford) BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: Magnolia Press - CODE 213 Final Electrical Inspection Inspection Type: See Scope Disposition of Inspection: Pass Date: 03/20/2018 Any am Permit No: 17-2973 Lot No.. Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 k 4 0a--A-0 MECHANICAL REPORTS UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 97746 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 01/02/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 409 Mechanical Rough Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 r UNIVERSAL ENGINEERING SCIENCES i Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review i 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 a Work Order No.101824 i Inspection Report Project Name: Magnolia Press (Sanford) -- BID Alternative Inspections Date: 02/16/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 411 Mechanical Above Ceiling Inspection Inspection Type: See Scope I Disposition of Inspection: Pass Comments: I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicatI d and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. i I i Inspector: Randy Lamb, BN 1900 i q 4 go-44 i i i I I i r I UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 104115 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 03/20/2b18 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: Magnolia Press - CODE 410 Final Mechanical Inspection Inspection Type: See Scope Disposition of Inspection: Pass i I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 I I I PLUMBING REPORTS UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Work Order No. 92449 Date: 10/30/2617 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 322 Rough/UG Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: Task Date Task Note User Name 10/30/2017 7:00 AM Randy lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 q 4 96-7441 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 97744 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 01/02/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Proj ectN o.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 317 Rough Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass Lot No.. Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 I,- UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Man Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 99938 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 01 /23/2018 Any any Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 322 Rough/LIG Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: ` Task Date Task Note User Name 01/23/2018 Water line from meter to building Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnlcal Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No.102964 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 03/06/2018 Any any Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 313 Final Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 P4 90-7 04 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Order No. 102522 Inspection Report i Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Date: 02/27/20j18 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 1 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 105 Lintel Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: Task Date Task Note User Name 02/27/2018 Dumpster Enclosure ! Randy Lamb i I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Insuection Resort Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 219 Electrical Ceiling Rough -In Inspection Inspection Type: See Scope Disposition of Inspection: Pass Order No. 101684 Date: 02/14/20j18 Any am Permit No: 17-2973I Lot No.: Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Edward Fox, BN 23 I i i UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 zi Work Order No. 101971 Inspection Report i Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Date: 02/20/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-297311 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 104 Footer Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: Task Date Task Note User Name 02/20/2018 Dumpster footer/slab Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. I Inspector: Randy Lamb, BN 1900 i UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 101824 Inspection Report j Project Name: Magnolia Press (Sanford) — BID Alternative Inspections Date: 02/16/2U18 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 411 Mechanical Above Ceiling Inspection Inspection Type: See Scope Disposition of Inspection: Partial Pass Comments: Task Date Task Note I User Name 02/16/2018 Office area only Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 qC 9 UNIVERSAL ENGINEERING Consultants In: Geotechnical Engineering ! Building Inspections Environmental Sciences ! Construction Services 3532 Maggie Blvd. ! Orlando, FL 32811 ! (407) 581-8161 Fax: ! (407) 581-0313 ! E-mail:01D/ldmintOunivcrsalengincgn tom TO: City of Sanford Building Dept. Aft Dave Aldrich 300 N. Park Avenue Sanford, FL 32771 ENCLOSED PLEASE FIND: REMARKS DATE: March 21, 2018 I ORDER NO.: N/A Re: Request for Certificateiof Compliance for Magnolia Press -104 Loren Court, Sanford FL Permit No.17-2973 DESCRIPTION Alternative Inspections Provider Certificate of Compliance Alternative Inspections Provider Request for Certificate of Occupancy, Inspections Summary Report Copies of All Inspection Reports Please find attached the requested documents. Please let me know If any more information is needed. COPY TO: File SIGNED: Docs No 1546527 Delivered by: LHOLT If enclosures are not as noted, kindly notify us at once. , L UNIVERSAL ENGINEERING SCIENCE, INC. 3532 Maggie Boulevard Orlando, FL 32811 Phone: 407-581-8161 Fax: 407-581-0313 ALTERNATIVE INSPECTIONS PROVIDER CERTIFICATE OF COMPLIANCE BUILDING PERMIT NO: 17-2973 ADDRESS: 104 Loren Court, Sanford, FL 32771 PRIVATE PROVIDER: Universal Engineering Sciences, Inc. applicable codes. BY: R. Kenneth Derick, P.E. 37711 PRINTED NAME 1y4i '• ••• , 37C7 . I11111111 State of Florida, County of Orange Sworn to (or affirmed) and subscribed before me this day of AQlrG k— 2018, by R. Kenneth Derick who is personally known to me. F/ /"mac) — /I A 70s Printed name of Notary My Commission expires: i • ZO ' ZO / 8 Doc No. 1546527 of Notary Public Notarial Seal: yWOu Notary Public Stele of Florida Frank Mato$ My Commission FF 135811 Expire$=200,1B r ALTERNATIVE INSPECTIONS PROVIDER REQUEST FOR CERTIFICATE OF OCCUPANCY/COMPLETION (CO/CC) DATE: 3/21/2018 BUILDING PERMIT NO: 17-2973 ADDRESS: 104 Loren Court, Sanford, FL 3277,,' "%l7H,1 PRIVATE PROVIDER NAME: R. Kennethl$erst '/1'•. AUTHORIZED SIGNATURE: PRIVATE PROVIDER FIRM: 5 , c, Universal Engineering Sciences, Inc., 3532 Magg sv rjc;POi t(7b, FL 32811 CONTACT TELEPHONE NO.: 407-581-8161 ////0111ONA1 ` FAX NO.: 407-581-0313 EMAIL: BIDAdmin(a),universalcnginccring.com OFFICE USE ONLY BELOW THIS LINE**************************** This request is only valid if accompanied by a Certificate of Compliance (form PPRI 04). Any outstanding fees must be paid and all outside agency approvals must be obtained for this request to be considered complete. The following items are outstanding: N/A If outstanding items appear above, they must be provided before this request can be processed. A CO or CC will take up to two business days to issue from receipt of all required items. Date and time applicant notified of outstanding items: DATE Notification method (CHECK ONE) 0 FAX NO. O TELEPHONE CONTACT (NAME) O EMAIL (ADDRESS) 0 PERSONAL CONTACT (NAME) O OTHER (DESCRIBE) Notified by: Date and time all items received: DATE TIME Received by: Doc No. 1546527 TIME Universal Engineering Sciences, Inc. INSPECTION REPORT Project: Magnolia Press - (Seminole County) Address: 104 Loren Court, Sanford, FL 32771 Duly Authorized Representatives: Randy Lamb BN1900 & Edward Fox BN23 Buildin 103 Monolithic Slab Status Pass Date 10/31/2017 Ins ector R. Lamb 105 Lintel / Tie Beam Pass 11/13/2017 R. Lamb 109 Framing Pass 01/02/2018 R. Lamb 110Insulation Pass 01/09/2018 R. Lamb 131 Drywall Screw Pass 01/17/2018 R. Lamb 104 Footer Pass 02/20/2018 R. Lamb 105 Lintel lTie Beam Pass 02/27/2018 R. Lamb 112 Final Pass 03/20/2018 R. Lamb Electrical 220 Rough Status Pass Date 01/02/2018 Ins ector R. Lamb 215 Temp Pole Pass 01/11/2018 R. Lamb 219 Above Ceiling Pass 02/14/2018 E. Fox 218 Prepower Pass 03/06/2018 R. Lamb 213 Final Pass 03/20/2018 Y R. Lamb Mechanical 409 Rough Status Pass Date 02/ 02/2018 Ins ector R. Lamb 411 Above Ceiling Pass 02/16/2018 R. Lamb 410 Final Pass' 03/20/2018 R. Lamb Plumbin I 322 Underground ms— twt-u--sMDate Pass 10/30/2017 Ins ector R. Lamb 317 Rough Pass 01/02/2018 R. Lamb 322 Underground Pass 01/23/2018 R. Lamb 313 Final Pass 03/06/2018 R. Lamb RoofN Status Date Ins ctor N/ A N/A I N/A N/A UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 92583 Inspection Report Project Name: Magnolia Press (Sanford) BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Date: 10/31 /2017 Any am Permit No: 17-2973 Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 103 Monolithic Slab Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: Task Date Task Note User Name 10/31/2017 7-00 AM Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggle Blvd, Orlando, FL 32811 - P: 407A23.0504 - F: 407.423.3106 Work Order No. 93588 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Date: 11/13/2017 Any am Permit No: 17-2973 Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 105 Lintel Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 f UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnlcal Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review Work Order No. 97743 Inspection Report i Project Name: Magnolia Press (Sanford) -- BID Alternative Inspections Date: 01/02/2618 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-29731 Client: Cox Construction & Development Corp. Lot No.: 1 ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 109 Framing Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: i I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. I Inspector: Randy Lamb, BN 1900 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 110 Insulation Rough -in Inspection Inspection Type: See Scope Disposition of Inspection: Pass Work Order No. 98690 Date: 01/09/2018 Any am Permit No: 17-2973 Lot No.: Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 P4 90-740 U-NIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Ilan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 131 Drywall Screw Inspection Inspection Type: See Scope Order No. 99298 Date: 01 /17/20j18 Any am Permit No: 17-29731 Lot No.. Contact: David Cox at 352-516-4401 Disposition of Inspection: Pass ' t I I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. i Inspector: Randy Lamb, BN 1900 UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No.101971 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 104 Footer Inspection Inspection Type: See Scope Disposition of Inspection: Pass Date: 02/20/20,18 Any am Permit No: 17-2973 Lot No.. Contact: David Cox at 352-516-4401 Comments: Task Date Task Note User Name 02/20/2018 Dumpster footer/slab Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 qL 9 UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review i 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 102522 I Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 02/27/2618 Any am i Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-29731 Client: Cox Construction & Development Corp. Lot No.: I ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 105 Lintel Inspection i Inspection Type: See Scope I I osition of Inspection: Pass ; Comments: Task Date Task Note User Name 02/27/2018 Dumpster Enclosure Randy Lamb i I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 4?4 go-A UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407A23.0504 - F: 407.423.3106 Work Order No. 104116 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Date: 03/20/20,18 Any am Permit No: 17-2973' Lot No.. ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: Magnolia Press - CODE 112 Final Building Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 424 g ELECTRICAL REPORTS UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 97745 Inspection Resort Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 01/02/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 220 Rough Wall Electric Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 98968 Inspection Report Project Name: Magnolia Press (Sanford) BID Alternative Inspections Date: 01/11/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 215 Temp Pole Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: Task Date Task Not User Name 01/11/2018 1 contacted City of Sanford to release to Power Co. Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 WE UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Work Order No.101684 Date: 02/14/2618 Any am Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 219 Electrical Ceiling Rough -In Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Edward Fox, BN 23 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Magnolia Press (Sanford) -- BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Work Order No.102963 Date: 03/06/2018 Any any Permit No: 17-29731 Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 218 Pre -Power Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 P4 g r UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences j Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No.104114 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 03/20/2618 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-297s, Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: Magnolia Press - CODE 213 Final Electrical Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. i Inspector: Randy Lamb, BN 1900 MECHANICAL REPORTS UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407A23.0504 - F: 407.423.3106 Work Order No. 97746 Inspection Report Project Name: Magnolia Press (Sanford) BID Alternative Inspections Date: 01 /02/201,8 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 409 Mechanical Rough Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 P4 ga-140- UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3,532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Work Order No.101824 Date: 02/16/2018 Any am Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox,at 352-516-4401 Scope of Inspection: CODE 411 Mechanical Above Ceiling Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 4 @0-7D UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No.104115 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Date: 03/20/2018 Any am Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Permit No: 17-2973 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: Magnolia Press - CODE 410 Final Mechanical Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 PLUMBING REPORTS UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 322 Rough/UG Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass Work Order No. 92449 Date: 10/30/2017 Any am Permit No: 17-2973 Lot No.. Contact: David Coz at 352-516-4401 Comments: Task Date Task Note User Name 10/30/2017 7:00 AM Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 4?4 OC-7404 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 97744 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1700408.0000-0115-01 Scope of Inspection: CODE 317 Rough Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass Date: 01/02/2018 Any am Permit No: 17-2973 Lot No.. Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 9 UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 99938 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Date: 01/23/2018 Any any Permit No: 17-2973 Lot No.. ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 322 Rough/UG Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass Comments: Task Date Task Note User Name 01/23/2018 Water line from meter to building Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 9532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No.102964 Inspection Report Project Name: Magnolia Press (Sanford) - BID Alternative Inspections Address: 104 Loren Court, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Date: 03/06/2018 Any any Permit No: 17-2973 Lot No.. ProjectNo.: 0115.1700408.0000-0115-01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 313 Final Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 P4 @a--440