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HomeMy WebLinkAbout644 Trestle Pt 18-4319; NEW WAREHOUSECITY OF T 2 2 01 W"I 4A 1V PERMIT APPLICATION v.ANPURD BUILDING DIVISION Cy " P lication No: Documented Construction Value: s Job Address: 77-s44 Historic District: YeSEI No Parcel ID: 2 Residential 11 Commercial, 3PQ Type of Work: New OAddition 11 Alteration [I RepairEl DemoEl Change of UseEl Move Description of Work: tA 277, zt Plan Review Contact Person: (2T_r_+-J edAIt03 Title; P A Phone: 'I- 2- 17- fi'31 I Fax: Email; !*A t Is C" Property Owner Information Name FzA P" Jt-s' L'p, Phone; 35'7- 709 --"/-7 Street: 21 :1'r— At fu= Resident of property?: No, City, State Zip: F- L 3 ,4 77 1 Contractor Information Name (J Phone: - Street: S'4" 14p$ Fax: city"Sta e Z gi".-a 37=75—t State License No.:. It ip, - _kk IB7Architect/Engineer Information Name: CA V i I Arr i foci, Street, 1,5bo Phone: 8 75-- ->'7 3 7 Fax: City, St, Zip: 0<-, i Lex PL 3 L4 q'76 E-mail: Bonding Company: t4ofj Q Mortgage Lender: !JLje 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 electric 9l work, plumbing, signs, wells, pools, furnaces, boilers, heaters,,Wnks, and air co d* etc. 37) FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date. 6 1h Edition (2017) Florida Building Code N L: 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 ValuationTable 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. t, ="re of Owner/Agent 6ate Print OVher/Agee t's Name I C) i C) Signature of Notary -State of Florida Date Owner/ Agent is — re_r 03nown to Me or MY COMMISSION # GG 154309 EXPIRES: OctDbw 24,2021 Sonded Tt" Not PUW UWWWO Print Conk r4t /Agent'sName Signature of Notary -State of Florida Date Contractor/ Produced ID Known to Me or My COMMISSION t- GG 154309 EXPIRES: OdoWr 24, 2021 Bonded Thru Notay Public Umkw~ Permits Required: Building F-1 Electrical n Mechanical [I PlumbingEl GasEl Roof El r — Construction Type: 42 OccupancyUse: 46Liugss I Flood Zone: Total Sq Ft of Bldg: 00 o Min. Occupancy Load: /dc, # of Stories: (:'v t New Construction: Electric - # of Amps g2 0 Plumbing - #of Fixtures Z__Z Fire Sprinkler Permit: Yes E1NoFJ # of Heads APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: FIRE: Fire Alarm Permit: Yes [] No [] WASTE WATER: BUILDING: 0 — L4 J BUILDING DIVISION OCT 2 2 2018 PERMIT APPLICATION Application No: Ik.g3f Documented Construction Value: $ % 0 q0 80 Job Address: 6 q q S 4 4 Historic District: Yes NoX Parcel ID: 1 ^ i ci "c V,P - G' " '/ S` Residential Commercial Type of Work: New AdditionEl Alteration Repair Demo [I Change of Use Move Description of Work: i' oc - w t In p F 'r e Plan Review Contact Person: ""rr c S Title: F `" ' f V Phone: %;1- 1.-17--S 3`2 i Fax: Email: EPQ OP c .".I1 1" rU-4,,, Property Owner Information Name D - X rry 4) j ,. P. Phone: S Z 709 .- " / :z Street: GZS r- ; pk Resident of property? : No . City, State Zip: SK1 H d I^ L 3 2 7 7 / Contractor Information Name,c' cl• Fhone: Street Q l `' `IP Fax: ,/''" City, State Zip « _ a` uca. c ' % 5 State License, NO.: Architect/Engineer Information Name: t- cA v j c P, Yi y, - _A roc k r - eci Phone: S"2 - 8 73- `> 7 3 % Street: 1-5bo 5 W b 1 `'- Avg Fax: City, St, Zip: Occi FL 3 L4 L17 6 E-mail: d o Vi*C/ k'cT- 1i4N c+ wp l Bonding Company: 1400 e Mortgage Lender: goNF 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 'installation 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: 6`h Edition (2017) Florida Building Code N TIC .: 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. 49AatureJner/ Agent ate N( ( t7rbu^ Print O er/Agen 's Name Signature of Notary -State of Florida Date Owner/Agent is redo_ Known to Me or MY COMMISSION # GG 154309 EXPIRES: October 24, 2021 Bonded Thru Notary PuM Undaw V v\1"7GF1 •.r Print Con t /Agent's Name o 1Qj Signature of Notary -State of Florida Date Contractor/. Produced ID trent is Persadallv Known to Me or MY COMMISSION t: GG 154309 EXPIRES: October 24, 2021 Bout Tlwu Notary Public underwriters Permits Required: Building Electrical © Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: h" CITY of OCT 2 2 2018 Sk 40RD PERMIT APPLICATION BUILDING DIVISION { Applica ion No: i Documented Construction Value: $ %, q$ t po Job Address: 6 q q 1 - S 4 4 pt . Historic District: Yes NoX Parcel ID: 2-1 .c i 9 •- 30. -• ! S W •-• 0000 - C'/ S Residential CommercialX Type of Work: NewoAddition Alteration Repair Demo Change of Use Move Description of Work: e W `Z 7 , oou S ¢=yJ ,,. t. .s t , 1 t y+' f to 0-F'Fi< e Plan Review Contact Person:Title: P Phone: 4,17- Z-17- i Fax: Email: t- e OP La I S 0. -, , J ru:,,, Property Owner Information Name F;Z)yC j' TP r 4 1 pS L. p. Phone: S 2 - Z Ucl `a1 / 2 Street: Es "'i^ P Pt Resident of property?: No . City, State Zip: EL 3 Z- % 71 Contractor Information NamPhone: q0 7--63a.- qG 1 "Z Street. f 1 H`'lP. 5 Fax: c^ F - 3 Z 7 5-0 '< . City, State Zip State License, No C- S-(Y57 Architect/ Engineer Information Name: t cti v i F'. . t Ak rc i ~foci Phone: 3 S-Z - 8 73- 3 7 Street- ` 7 5bo :5 vi 61 &1S Fax City, St, Zip: 0c<x 6, -1 FL, 3 4 0 6 E-mail: do y J Q C4,c> k'0W- c 1 o '4r r+, wp + Bonding Company: i40N 2 Mortgage Lender: tqoa1 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: 6" Edition (2017) Florida Building Code 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. Z ture of Owner/Agent 6ate Print O er/Agen 's Name Signature of Notary -State of Florida Date Owner/Agent isr§o*'ICnown to Me or MY COMMISSION # GG 154309 EXPIRES: October 24, 2021 or dad Thru Notary Publc IJAM vrti!(:i Print Con t /Agent's Name to I (E) t Signature of Notary -State of Florida Date Contractor/.P Produced ID Known to MY COMMISSION & GG 154309 EXPIRES: October 24, 2021 6oWed ttuu Notary Public tlndei bye Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: %/k / UTILITIES: ENGINEERING: _ FIRE: COMMENTS: e mle f Fire Alarm Permit: Yes No WASTE WATER: BUILDING: or Von a yACi BUILDING DIVISION OCT 2 2 2018 6 > 4 "PERMIT APPLICATION Application No: Documented Construction Value: $ L 0q8 C;> 8o Job Address: 6 q q -77- s 4 le Historic District: YesEl N00 Parcel ID: Residential El Commercial ' X Type of Work: NewxAddition 0 AlterationEl RepairEl Demo [I Change of UseF] Move El Description of Work: evj Z-7. poo 16 f4 W 1 C) EF IS R PlanReview Contact Person: 4.!3 edo kl's Tide; P Phone: lr7- -7- 17- Fax: Email: rf-Q , e 0 Property Owner Information Name F>1%) Dyc4i*f L.P. Street: PE City, State Zip: 1, 1--1- 3 2771 Phone: 3 5- 2 - -Z ocl -- " 17 Resident of property?: Contractor Information No. Name., Phone: 41C>- 7-83c>.,C1ql-z_ Street: ]A--q l IP,::"- L Fax: City,:StaW Zi1j: < 4 L 3 Z -7 S-Z State Liceirise,No.: Cr lk_ Architect/Engineer Information Name: i Arc 6, -feci Phone: 55-2 - 8 75- 3 7 Street: -7_5bo 5W 61 _-_ Av:e. - Fax: City, St, Zip: FL, 3 f4i476 Bonding Company: t400 Q Address: E-mail: Vol Mortgage Lender: r4olue 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. 61 Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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. Si g ature of Owner/Agent ate f C : ( 9 /2> r.•, Print O er/Agen 's Name e) Signature of Notary -State of Florida Date Owner/Agent is P'erSon,L nown to Me or MY COMMISSION # GG 154309 EXPIRES: October 24. 2021 Bottled Tt" Notery Pubk Undetw * Print Contmet /Agent's Name iQ kpi Signature of Notary -State of Florida Date Contractor/ Agent is e all Known to Me or Produced ID E.i PY11 ;"T- pe ofAkFrzERwttiRK MY COMMISSION t GG 154309 EXPIRES: October 24, 2021 Soul Rini Notaty Pubik Uttdetwbm Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: / 6 `e -WASTEWATER: ENGINEERING: FIRE: BUILDING: Irmo] BUILDING DIVISION OCT 2 2 2018 PERMIT APPLICATION I k. Application No: Documented Construction Value: 0q8 % o So Job Address: 6 q q 7 44 Historic District: Yes [I NoX Parcel ID: '7-1 .-- 19 f .30 - S W -- 00Cx3 - cam/ S7`> Residential 0 Commercial X Type of Work. New xAdditionF] AlterationEl RepairEl DemoEl Change of UseEl Move it Description of Work: i' 7-'i oco I Q-F-FIC le Plan Review Contact Person: Title: F'tA Phone: 4,xl- - LI 7- Fax: Email:- ci rf-e op LIs Property Owner Information Name Fz-A f> A)Di?c41'0-f L.P. Phone: '3S--2- -zo9 I-7 Street: '#c-- 5fle P Resident of property?: No City, State Zip: S--) -, i7,.,r 4 ., P L 32.-77/ Contractor Information Name- Phone: 110-7- 63c" qq 1-7. Street: St Fax: City, State Z' FL 32State License, No.: 75 Q Architect/Engineer InformationName: cwi4 F, rid. i , Atv 61 -+eci Phone: 8 7.5- -7 3 7 Street: -1560 61 A,,:g Fax: City, St, Zip: O<ci FL '3 `IL176 E-mail: -dowJc2d Bonding Company: t400 Q Mortgage Lender: NJOAJ 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: 61h Edition (2017) Florida Building Code hjQTJ! ,E In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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. Aatureof/Agent at j e t'C: E 9rbtrr- Print O ner(Agen 's Name Signature of Notary -State of Florida Date Owner/Agent is regon*T-mown to Me or MY COMMISSION # GG 154309 EXPIRES: October 24. 2021 Bonded ilxu Notary Put& tkederw * 4: " r 0 C-f A G ' ! Print Cant t /Agent's Name t to Signature of Notary -State of Florida Date Contractor/2 Produced ID to MY COMMISSION R GG 154309 EXPIRES: October 24, 2021 Bonded Tluu Notary Public UDderwifters Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE. O A (BUILDING: or S NFOBUILDING DIVISION E"si. t8 1 PERMIT APPLICATION Application No: Documented Construction Value: $ 14 420 C Job Address: ` ` _ Historic District: Yes NoO Parcel ID: Residential Commercial, Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: ,t% -t`' , ' 4'`G' ,` , - '' i'L'ec Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Property Owner Inf IN Resident of property?: Contractor Information Name /V e- k; ., i" / 7, Phone: 2 ' ,'s 4 Street: .tart r,. Fax:+ City, State Zip: State License No.- Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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: G"` Edition (2017) Florida Building Code hK211f;.l : In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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 Licit 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 Owner/Agent's Name 2 _ 247 Signature of Contractor/Agent [Date Print Contractor/Agent's Nark Signature of Notary -State of Florida Date iatur* of Notary -State of Florid Date .--- ', i rK*'as%'-•, DENt3fEEltANTQN MYCOMMfSSIONgfFi78Fi48 sa.. :a: f XP1f3ES: Fet ruary 25, 2ti19 Owner/Agent is Personally Known to Me or Contractor/Agent Produced ID "Type of ID Produced ID Type o ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: 41613131azo1F.`1 UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: PD, N WWI BUILDING DIVISION 61+ jab Address: Parcel ID: PERMIT APPLICATION Application No: I SO' — +_3 19 Documented Construction Value: $ S Historic District: Yes F1 No[2 Residential 0 CommerciaIF] Type of Work: New El AdditionE] Alteration n RepairEl DemoEl Change of Use 11 Move El Description of Work. I 4 CYN Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Email: Property Owner Information Phone: Title: Resident of property?: Contractor Information 4 Name Phone: Street: City, State Zip: 4, State License No.: Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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 he inscribed with the date of application and the code in effect as of that date. 6h Edition (2017) Florida Budding Code NQTIC,E: 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 he 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 Signature ofContractor/Ageut Date Print Owner/Agent's Nanic Print ContractorlAgent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date 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 Occupancy Use: Total Sq Ft of Bldg: — Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes E]NoE] # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: E3 o RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY dbpaf-- EXPIRATION, DATE. AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. 01 E&I Electrical, Inc. Estimate 207 Leslie Lane Lake Mary, FL 32746 Name/Address Wood Knot Construction 1191 Stanley Street Longwood, FL 32750 Date Estimate No. Project 11f17l18 296 Item Description Quantity Cost Total 16 Electrical & Proposal for 644 Trestle Point Lot 15. 49,500.00 49,500.00 Lighting 1. (2) 200Amp 3 Phase Panels. 2. (2) Meter Bases. 3. (2) Conduit and wire for AHU/CU. 4. (4) 2inch conduits to property line. 5. (Lot) Devices as shown. 6. (8) Exterior wall packs. 7. (33) Office LED light fixtures. 8. (35) High bay LED light fixtures. 9. (39) Emergency Exit/Lights. 10.(1) Power for sump pump. 11.(1) Power for the riser & Bell. 16 Electrical & 2 x 4 inch conduits with 4 x 350mcm Aluminum 2,500.00 2,500.00 Lighting wire. Total $52,000.00 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100009 DATE: December 11, 2018BUILDINGAPPLICATION #: 18-10000943 BUILDING PERMIT NUMBER: 18-10000943 000 UNIT ADDRESS: TRESTLE POINT 644 21-19-30-5SW-0000.0150 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: D L FOX. PROPERTIES LP ADDRESS: 623 TRESTLE POINT SANFORD FL 32771 LAND USE: WAREHOUSE/OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 644 TRESTLE POINT / 27,000 GSF WAREHOUSE W/2023 SF OFFICE / RAND YARD COMMERCE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Warehousing* 358.00 27.000 1000gsft 9,666.00ROADS -COLLECTORS N/A Warehousing* .00 27.000 1000gsft .00FIRERESCUEN/A LIBRARY N/A . 00 SCHOOLS N/A 00 PARKS N/A . 00 LAW ENFORCE N/A 00 DRAINAGE N/A . 00 00 AMOUNT DUE 9,666.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, 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 REQQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO 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 BUSINESS 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 !AJ THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. tr THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ' CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: -7// PERMIT NUMBER: BUSINESS/PROJECT NAME: ADDRESS: CXY CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION []C/O [] FIRE ALARM [] FIRE SPRINKLER') [] HOOD 1]PAINT BOOTH []TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY:,,," YES NO TOTAL FEES: 5-0. 00 L Of•7 "T -17 171 LT_ 07,• L 01's" -1 -11 • Mr. Dan Fox 1805 SE 16th Ave., Suite 901 Ocala, FL 34471 1191 Stanley Street Longwood,FL 32750 407-831-6933 phone 407-831-6981 fax greg,edebohls@gmaii.com CBC 1254482 RE: Lot 16 Rand Yard Commercial Center 27,000 SF Metal Bid. w/ Truck Pits and Office Proposal The following price is based on architectural drawings by David King Architects Cover, A-1, A-1.1, A-2, A-3, A-3-2, A4. Also Site Plan drawings CS, EC, C-1, C-2, C-3, LS and Irrigation plans dated 6-11-18 as emailed by Jack Reynolds with the following scope: A: No Governmental Fees included in this proposal. B: Included final as -built survey as required by City of Sanford. Also included compaction testing of footings, floor and parking lot. C: Included an allowance of $5,000 for needed fill dirt, compaction of fill and removal of unsuitable material if needed. D: Landscaping as shown on LS drawing. Included extension of reclaimed water line around property road frontage and automatic sprinkler system as shown on IRR drawing. E: Parking lot striping and appropriate signage included. F: Supply and Erect a pre-engineered metal building as shown on drawings with needed engineering to meet 139 MPH wind loads. Metal Walls on rear and left end wall are to be 26 ga. PBR panels with standard factory applied finish for a 20 yr. warranty. Other wall panels will be reverse Panel PBR panels in galvalume finish that will be ready to accept insulation board for EIFS finishing system. Roof is to 26 ga. galvalume- screw down. Front Eave height is 25' to 21'-2" at rear. All needed additional structural steel members to support additional windows and awning included. Page 2 October 17, 2018 G: 2 Aluminum storefront doors and fixed single pane Ttall windows to match Boss Laser building. H: Insulation is 3" R10 for roof and metal facade wall portion (no insulation at CMU walls included). At office area to have double insulation for a R30 just in this area- so as to not put insulation atop drop ceiling. 1: Included 20 4" bollards as called out on plans (4 at every overhead door, at entry to loading dock, 2 as shown on entry to alcove area next to loading dock). Included Bollards as needed for single dumpster pad as needed. J: Concrete Pave / Pad - 5" Concrete floor with required footings. 5" concrete driveway area on driveway to truck well area. Balance of Parking area figured 1 1/2" S-3 R asphalt mix with 6" base material. K: CMU Block -. All sides will install regular faced concrete block going up 8'-0". 6' high dumpster pad enclosure to be regular block with direct applied finish system in color to match building. L: EIFS Finish- Included an EIFS finishing system on Front and Right End Wall to make to look like Boss Laser Tilt up building. Included all needed insulation board and flashing to transition panels between CMU and metal panels. Interior walls of truck dock excluded up to 15' from front of building on both sides. Exposed regular face block and painted PBR paneling similar to rear of building to be used in lieu. Also to have high impact mesh to 4' aff at all locations EIFS system is constructed. If EIFS system is wanted on Left End Wall to match other locations add 15,000 to overall price. M: Doors and Hardware- 5 welded metal door frames with flush metal doors with commercial quality hardware with deadbolt for all exterior doors. For interior doorways included KD hollow metal door frames with 1 3/4" pre -finished stained birch doors (Steel Flush Door at office entry door from warehouse) and commercial quality hardware. Sizes are to be as shown drawing. Included 2 - 12' x 12' and 2- 12' x 14' overhead doors to be in choice of standard colors. N: Sheetrock / Framing- walls between warehouse and office are to be framed up to roof deck (approx. 24' plus). Walls will have insulation up to deck and insulation will be eliminated atop drop ceiling. To make up for no insulation over drop ceiling will double up insulation at roof deck area above office area. Insulation is to be installed in such a way that will 0 Page 3 October 17, 2018 require strapping to hold bottom layer that goes parallel with purlins and top layer will be screwed between purlins and roofing (as like balance of building). Lobby ceiling to make is just below 15I, extended lobby walls to 15' and included needed framing I drywall for radius soffit at secretary desk location. 0: Painting- Included an allowance of $14,275 for all painting work interior and Exterior Block Painting). Figured Painting all office walls, wood base trim, exterior warehouse/office wall, steel door frames, and 8' block on rear and one end wall. P: Truck Dock - Included 2 mechanical edge of dock levelers, 72... wide, with a 30K capacity- Same as Lot #10 Building. Q: Misc. Office- Included a $6,600 allowance for floor coverings. Included wooden base molding similar to what is installed at Lot #10. Office and Bathroom ceilings are to be a 2 x 2 acoustical ceiling grid with a 2 x 2 revealed edge white ceiling tile. Bathroom Accessories (grab bars, paper dispenser, soap dispenser, mirror) same as provided at Lot 10 building for two bathrooms. R: Cabinetry - Included simple custom built laminate cabinetry (base and wall cabinets) in a standard color for Breakroom. Did not include hot water heater for breakroom nor included a refrigerator. Desk as shown for Secretary Room not included. S: Exterior Facade - Included pricing to fabricate Aluminum Awnings and Aluminum corrugated paneling similar to Boss Laser. T: Plumbing- Included connection to water with back flow device and bring into building for new office. Included all needed waterline for future hookup and to be capped as shown on drawing. Also included new tap for 6" sewer line and 6" sewer line for existing sewer lateral to property. All needed fixtures for 3 bathrooms and breakroom as per architectural drawings. For both sides included a 90 If +/- trunk line for future tap into sewer, to go down center of building or thereabouts. U: HVAC- Includes a 3 ton and 4 ton with 10kw reheat coil 14 seer straight cool a/c unit with fiberglass ducted (supply and return) to each office area as called out on plans. Included an exhaust fan in each bathroom. Page 4 October 17, 2018 V: Sprinkler- To provide a wet pipe system of automatic sprinklers in accordance with NFPA 13, 2010 edition for a Class III commodity Bulk Storage to 20 feet high. Sprinkler density shall be .22 GPM/SF / 2000 sf hydraulic design area. Sprinklers in ware house area shall be upright brass installed on black steel piping exposed beneath roof structure, and sprinklers in office areas shall be semi recessed chrome installed on black steel piping concealed above suspended ceilings. Included also appox. 90 If of 4" underground fire line piping to fire riser room to include one 4" wet tap, one 4" double check detector assembly, and one 411 fire department connection. W: Electrical- Included 2 - 200 amp service with 2 meter panels. Included 4- 2" conduits to property line for future data/ telephone. receptacles as shown on plan, 33 high bay lights for warehouse, 24 lay in light fixtures for office, 6 exterior wall packs. Included 2 additional feeder conduits into building meter pan location for potential future power needs. All Lights to be LED type fixtures, Included $2,500 as an allowance to bring main feeder conduit and wire from transformer placed just to right of entry driveway (This will cover cost if transformer is placed in this area). X: Included an allowance of $15,000 for new transformer to supply building from location as determined by FP&L(assuming next to check valve assembly for sprinkler system as shown on plans). Site Work Cost: $348,500 Building Cost: $1,048,080 Total Cost of the Above: $1,396,680 Above includes allowance items: 1 - Fill and Compaction: $5,000 2- Painting: $14,275 3-Underground Elect. from Trans: $2,500 4- FPL Transformer- $15,000 5- Carpet & Fir. Coverings: $6,600 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: November 12, 2018 Project: New P_Uildin Contact Person: Greg Edebohls Job Address: 644 Trestle Point Contact Phone Number: Application Number: 18-4319 Contact E-mail: Contact Fax Number: ARCHITECTURAL 1. Need two sets of Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior windows, doors and storefront systems. 2. Sheet Al. 1. All bathrooms dimensions must be indicated, length, width etc. STRUCTURAL 1. Need two sets of manufactures shop drawings for metal building. 2. Sheet A3.2. Need actual UL 419 detail. MECHANICAL 1. No mechanical plans. 2. No energy forms. PLUMBING 1. No plumbing riser diagrams. ELECTRICAL 1. No electrical power plans. 2. No electrical riser diagrams, panel legends, load calculations. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen(a) sanfordfl.gov. Respectfully, Revision 0 Response to Commenj Permit # Project Address: Contact: Ph: Email: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date o (4 Trades encompassed in revision: El Building El Plumbing El Electrical 13 Mechanical El Life Safety F-1 Waste Water Fax: General description of revision: ROUTING INFORMATION Department Approvals El Utilities El Waste Water El Planning Engineering Fire Prevention El Building INSPECTION SEQUENCE BP# 18-4319 ADDRESS: BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill l Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 30 Frame 40 Insulation Rough Firewall Screw Pattern 50 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof(Com'i) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial , Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 20 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final Min Max Inspection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2°d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 000 Plumbing Final1lMECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mechanical Final REVISED: June 2014 Grant Of he rcuit omQtroller Inst #201813 3l27 Book 9264 Page:361 (1PAGES) RCD: 12/1e12018County, 2:07 AM THIS INSTRUMENT PREPARED BY. Name: Gregory Edebohis Address: 1191 StanIgy §tregt NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: 18-4319 Parcel to Number: 21-19-30-5SW 0000-0150 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 644 Trestle Point Sanford FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: New Metal Building and Offices OWNER INFORMATION: Name: DL Fox Properties, LLP Address: 623 Trestle Point, Sanford FL 32771 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Wood Knot Construction Company LLC Address: 1191 Stanley Street, Longwood FL 32750 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Wood Knot Construction Company LLC Address: 1191 Stanley Street Longwood FL 32750 In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in It are true to the best of my knowledge and belief. oviners signature ( OwnersPrinted Name Florida Statute 713.13(1)(9): ' The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead' State of < < County ofVol The for4colng Instrument was acknowledged before me this 4 day of Z , 2d by Who Is personally known to me' Name of person along statement OR who has produced Identification type of identification produced: ANNE CZERWINSK MY COMMISSION # GO 15* EXPIRES: October 24, 2421 A 10 F F 1% h 10 E CCliq, of Sanford Building and Fire Prevention Product Approval Specification Form PERMIT # +J/? Permit # Ica- +,;W Project Location Address - ----- --- ----- 6 As required by Florida Statute 553,842 and Florida Administrative Code 9N-3, please provide the inficormaLion and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a buildinq permit, We recommend that you contact your local product supplier should you not now the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors rnwst be tested in accordance with the Florida Building Code, Section 1714,5, More, information about Statewide Product Approval can be obtained at wwwflq riqpjoL QjL g, Thefollowing information must be available on the jobsite. for inspections: I . This entire product approval form 2,, A copy of the manufacturer-s installation details and requirements for each product, 11-1-1---- - --------- Category / Subcatego(y Manuf;Rcturer Product J----'-------------'— Florida Approval # De I. Exterior Doors S, 9rlgrii p_ m,_ 4 Sliding--- RollUp- Automatic Other K, I A T—r 6 p V, 2 W i n d o ws Horizontal Slider asement Double Fixed, KAWWN.* 4 9 co- 7 A Tlrrrcil 4 Pi Mullions Alind Breaker Dual Action I t - June 2014 J k Categoty / Stibcate,6,ty tVanufactune r Product F/orida Ap,;)rovW,4 Descrq) tiori 1"Jin,"clu decirma") 3, Panel Walls t .. ...... .... n . ..... . SAlf, Storefronts Curtain Wails VIVall Lower Gies block Me mbrane house E, P,S Composite Panels Other 4 Roofink , Prod ucts Asphalt Shi n les Uneri nda ets Roofinj" g -Flal.sIte-ners, ---- . ... ...... .. .. Nonstructural M- etall Roofi-nq ViVood Shakes and Roofirjq tiles Roofing Insulation Water t . ...... - - ----- ------ Built up roofing M Modified Bitumen 4 Single Ply Roof Roofint slate Adhesives I Coatirw ... ... ............ Liquid Applied RoofiC Roof Tile adhesive ray Applied Polyurethane E, P, S. Roof J Panels Other I 73 1, in Applicant's Name (;Try Please Print) 1::::-L P* 16 9 1 B. I , g3 PERMIT USE XT x 16' X 1 114' H[1, 112- x 2- 1/4' HEX NUTHEAL) 80. T 9, USF 11_ SLEEVE ANCHORS 26G-A1J(--FG.ALVAN77EDSTfEt GALVANIZED ACCOqOLW IOASTM A663-G.60AND FWISHED WITH RAKED EPDXY PRIMER AND BAKED POLYESTER COAT SEE NOTE 11 Si OF SOL T LOCK ONE EACH JAMB SEAM DETAIL 3 112' 31/18' RADIUS Typ, 25' CORRK3ATED _% i X 1 I C E Slop T 24' TYP 11 6' w ONE LOCK LOCATED AT EACH END OF CUPTAIN, v 2' x I/8'STFFL BOTTOM A ALUMINUM EXTRUSION Y,' FLAT WASHER V-20 X I -Y,T Y,6'- 18 HEX NUT , - HE AD — ;X LIFT CLIPS ASTRAGAL-\ SLIDE BOLT LOCK LOCK WASHER LY,'-20 HEX HEAD NUT BOLT LOCK AND BOTTOM BAR FOR STEEL JAWB USE TWO 1/4'x 1-1/4* TPK SCREWS 0MANUF, By "LDEX) PER CLIP LOCATED 6' FROM FLOOR AND SPACE() ( 24' ON CENTER THERE AFTER XISTWGSTFFL JAMB 3716* kt%&kk)M THICKNESS HCKNESS W-0 M N FORCONCAFTEJAVIO USE, 1/4'x 1-314' TAPCON SCREW (MANUF BY RUILDEX, 6' 1' FROM FLOORAND SPACED in' 12-ONCENTER THERE AFTER 3000 M CONCRE_TO L,ORSTEE, JAMBS- USE FOR CONCRETE JAMBS USE 114 - t 1/4'SELF DRILLINGV2* x 2 114* EXPANSION ROL IS CONCRETE JAAe SCREWS ( MANUF BY (IVIANUF BY POATFODS) w7 I BMDM AND FASTENED 1/2'9114. FIORMWENT AND JAW G* FROM FLOOR AND FASTENED 6'PROM FLOOR SPACED (a) 6- ONCE14TER AND SPACED 6)24'ON- THERE AFTER CF- WTFR THERE AFTER 2 1/8' 13/8' to 5/16' SCREW HOLE TYP. OF 2) or 2 5/ 8— J 9/ 16' x I' ANCHOR SLOT SEE NOTE #2 t EAYY DUTY tDE CLP 21688' 3 Wl 25 0 0 200 ( 2) 1 alb" GLUE WSW tom NOTF "I ( SM NOTE 43) r fog STATF. Cf RN % NRI1011'. jt, OIVAL f," o 11140 '11t1tv SCALE VARfES (00 NOT SCALE 01 H'lu I R7fll - /- X s /-,03P Xx XXX - +/- DRAWN By BCLLC ISSUE.._08-23-12 4255 MCf-vetidustrfal Dr. ACI.,Ylh. GA 30 101 PH (7 70) 924- 2600,1i'ax (7 70) 974-1455 wwwastadoof co'n I TEST REPORT of F SOOM20P TEST DATES 71t2112 - 7114112 mwim W-LIMYxv" V-400 w Tf9T —LOCATION MODELS ELEMENT -ORLANDO 2031M 124 PREMIER ROAD 2041M. IOP1ANDO,_F_326a 3WONG # 507- 2-2031M SHEET 1 Or 2 1. STEEL FOR CORRUGATED SHEET ASTM-A653 WITH MINIMUM YIELD STRENGTH OF 80 KSI AND TENSILE STRENGTH OF 82 KSt. (GRADE80) 2, GUIDES ROLL FORMED (12) GAUGE GALVANIZED STEEL, 3, GUIDE INSERT FORMED (12) GAUGE GALVANIZED STEEL, 4. 10 GAUGE GALVANIZED STEEL WINDLOCK CLIP FASTENED WITH TWO 3/16" x 440" POP RIVETS ON SIX CORRUGATIONS PER SIDE OFEACHSHEET. 5, THIS DOOR HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND THE INTERNATIONAL BUILDING CODE, THE DESIGN WIND PRESSURES REQUIRED FOR ANY DOOR SHALL BE DETERMINED USING THE APPROPRIATE SECTION OF THE CODE HAVING JURISDICTION WHERE THE BUILDING IS LOCATED, 6. THIS DOOR HAS BEEN SUCCESSFULLY TESTED TO THE UNIFORM STATIC AIR PRESSURE TEST PER ASTM E-330 AND ANSI/DASMA 108 TO A DESIGN LOAD OF f /- 40.OPSF THE LARGE MISSILE IMPACT TEST PER TAS 201 AND ANSVDASMA 115 WITH THE IMPACT DIRECTION TOWARD THE EXTERIOR FACE OF THE SLATS. THE CYCLIC WIND PRESSURE TEST PER TAS 203 AND ANSI/DASMA 115. REFERENCE ELEMENT-ORLANDO, TEST REPORT #ESP010520P, TESTING DATES: 7/12/12 - 7114112. 7. BOTTOM BAR ASSEMBLY FASTENED 5 3/4" FROM EACH END AND 12" O.C. FROM CENTER USING 1/4" x 1" CARRIAGE BOLTS. 8. MODEL 2041M REFERS TO THE MODEL 203IM WITH 3/8" DOUBLE FOIL INSULATION ADHERED TO THE COIL SIDE OF THE CURTAINUSINGFAST -TACK GLUE AND MYLAR TAPE. pVQN x' Q'GCO` osssssssse*ss 4 ' j STATE ( ;` 41 SC:ACE VARIFS (DO NOT SCALE A = at-.oaz xx -- 41-,015 xxx - +/- .005 < - /- 5 DRAWN BY; BCLLC tSSUE 08-23-12 4255 McEvw tsldusNiat Df, Acwodh.GA 30101 PH (770) 924- ax (770) 974-145`> www.astadoc .corn TEST REPORT #FSP010520P TEST DATES: 7112112, 7114112 Not= owxnrmxmm w. St-*V x IM4 i!- 4mo iI +/- 0Ei MODFi5 TEST t ON 21t3tM ELEMENT-ORtANDO 2wfm041M 124 PRFWFR ROAD WAN f 22922 NYNG #507-2-2031tvt SHEET 2 OV 2 L- if 21 — g 3 0 MESKER 3440 STANWOOD BLVD, HUNTSVILLE, AL 35811 N"SERIES SINGLE OPAQUE DOOR OUTSWING IMPACT" qENERAt NOTES 1, This product has been evaluated and 4 In compliance with the Sth Ed fion (2014) Rodda SukFRV Code (FOC) smcturd requitements enkdh-Q the -rQh Vetdly Hurncone Zone HVHZ), 1 Product anchors shafl be as Wed and spaced as shown on detairi. Anchor embedment to bosemcterd #rall be beyond wag dreswv or stucco, 3 When used in areas requng wind borne debris protection this product complies with Section 1609.1,2 of the FOC and does not require an' ant ccy er . This product meets missbe Level V and rckxles Wind Zone 4 as defined in ASTM El 996 and FBC Sectidn 1609,1.22, 4, Site conditions that deviate from the detaft of this drawirig reqL*e furttw engheerrng arKgym by a ficensed engineer or registered! orchrtect, I I I gg jg 5, 4. 4Dff MAX, 0,,', FRAME WIDTH ADDMONAL EMBOSSED PANEL OPTIONS 419 MAX. 0,,'- FRAME MOTH 1, 3nown as erruxYzect parlet) W DOOR lw DOOR 161 btch) (wl 161 latch and deadboRT OVERALL DESIGN PRESSURE (PSF) FRAME LOCK TYPE DIMENSION POSITIVE NEGATIVE 40. 0r x 84.0" 161 LATCH SCHLAGE) 55. 0 55.0 w/ 2- HEAD) 161 LATCH & DEADBOIT 70. 0 70.0 DESIGNHARDWARE) 40ff x 88 Cr 0EK 86E w/ 4- HEA) I ONE 60.0 60.0 U zd; VLC N' Ts' G ffy: JL M LFS F' L- 11218,4 I 3515MAX, PANEL WUH, 0#" OPAQt1E ST I I EXTEkligg J4nRt7nl4TAI 2 lj D. 3 PROJECBON WELDS 0 E3 Hllr- 2 SPOT Waos 2 SPOT WEDS A isimmiNo mmm 2 - M= it M- kTS, JK W-TTS FL- 17278,4 2 3&75"MA)L PANEL WtDTH 3 PROJECTON WELDS i'4 M!qgk 35,2W C4resr 80"OM l 3 PROJECDON WELDS LE A m in NT-s JK FL- 1 7278,4 ET 3 or I I I 1-311C WN EM5, 7P,) rz ez y ow rig to 14 0 z cw0a. L iz6 1-3/4'MN EMB. (Typ.) tf, kTs, LFS FL— 1 1218,4 rET 4 or I I Pro: z 7. 2I a now: 11 9"/24 '5 N T ' LFS race; v 5-1 1 1-, No I HORIZONTAL GROSS SECTION VTRICQ r HOP 3WONTALCROSS SECTION 2,, HOPMONTAL CRW SECT/ON 11% Z o o 1 Ll OF 3 THREADS MUST PROTRUDE a ERY THROUGH STER STUD UYP,) 4 A WN, 117 EDGE DISTAINCE, 2x WOOD STUD WN. SG = 0,42) LF N'T.S. W JK FL - 11218,4 OMSZOR V1111111A Lw kpg I 3' VEJMCAL CROSS SEC-RON for"Wir wotw mftoibn requkements INTERIOR 2 VERTICAL CROSS SECTION 99RPR K\\\\\\,A LNiERl4R IJ4 VERTICAL CROSS SECnON 7 . 011l=co=,c=l it e'. It# lilt go az mo. Sli ui w. JK ey LFS I— FL-1, 1218,4 FT zUOc Typ, 30 @ JAMBS 00 TYP, @ JAMBS P, SILL 0 zOm 19'MAK E OC, (Typ') V,off FRAME ANCHORNG mas-gy CONCRETE ANCHOR NOTES: L Concrete onchor k;Ea-Wns or the cornars may be calusted to maintain the min, edge distance to rnorforioints' Z Concrete anchor locations noted as "MAX O.C,'must be adjusted to mantain the rrlln. edge distance to mortarjoints, addifional concrete anchors may be requked to ensure the 'MAX, 0,C.'trimension are not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR ITW I/C 1-114' 2' 4" TAFCONO ELCO 6 114' 4" ULTRACON 1TW TAFC04"Xi 5/16, 1-314" 4" 3-3/4" ELCO 5/16" 1-3/4" 2-11r 4. Embedment may be through ?- 1/4"face shell of h0flow block, WOOD SCREW INSTALLATION NOTES: 7, Maintain a rnjhImum 5/8edge distance, I " end distance—& ;'o.c. spocirIg of wood screws to prevent the spliffing of wood UNIVERSAL ANCHOR w/ STUD STRAP v F- STUD U" NIVERSAL WOOD ANCHOR wl TUBE STEELANCHOR FRAME Typ. Typ. JAMBS 1FRAME JAMBS MASONRY OPENING 0 0 q; 1(r MAX, O'C. pyp) FRAME ANCHOM 7W6-5 TYP. SILL 1 (r MAX. 5* O'a (TYP') FRAMEANCHORM Wood/Steel Stud CN~ STWE JAMS ANSI STRIKE & DEADiOLT STRIKE t 2 STRW!JAMS MORTISE STRIKE SEE DETAIL, LF F'L- 7 1218,4 z 9 OF I I 0361--- 1 1 N 5,75 0.43T 1,94° C25 I 4.75' WELDED PROJECTIONS J2112-24 UT AS INOK-ATED TAPED HOLE 2.13' 0,6T OF 27 FLAME STWO I .94 s, 401 iHRiSNULO T Fo 0F ci W-- 9124115 4W SCALE MT,S, Tje?ycw— a: LFS oly CRAAW NO, C45 All —AMCHO!? FL- 17218,4 37 SKE7 70 of 31 n/ RerforcWnent mdae and berm tvw ins;'92 4 N,TS 25' LFS F-1- pt -73 cl G. ,9G t I .I,- x a T"x, ROOF PANPL FASS PNER, JE A-T A V E 57 RU 7_ jNJE FANE__ 1 AP A' NU:) PEAK PORIsN 2 F A 5 7 FINE R ; -A`-Q IN? ERNEE)!A1 E PLjRl N x 5c " F. oR La- N) R(x A- L *0 2ej C Ei,_ 7A 1 A7_ --ANE 50,E LAP 5yu'n, Nc, PERMIT RUXaF 2- 0 RIPA CAW RiDbt A% IWG ,ONUI I CN RD(af LAl N, 0/ 5 1 C,VfK Roor 1 c,4) 1AI 4 ; 2 RIA14 'Aj Y. Y N5AIATIONZ IEAl Rlr—'GF SGR}H_ T T T T T T T A$ I IC 2 x f PEAK i' URiJN SFC710N RIDGE PANE, A 4 XT pAtlip Y V_ R ' PAN( QF-CN'AL) F, D, 5CRi AVI_ TR- ( 1, Op CN A; rAVF GO- rR FAVl N E I-\V E N 4111'11, yCAuLK AT 3Atl1 PAW,t t AF AUAV Fi1-4 2 2 5 S(, R F,, N i R"A PANLL A. 2 nR 5WW; -1 - ---- ------ --- Go MR SwImP z4 a, NbLA A T-ION P-"Aw 0 EA 0- 0 FAV, b=FwC, PAWL ri ow UNN X - IINQ —TAILIP-1 loop DO EAVE DE"Aw. WGUTTE,,' A -WI CA&K AT EA A,Ni-t- LAP' A! t-AVL PW 5 D ERE('TiON t`,;kN,'jAL vtsr,oor 7p,vx - CUWM3 1 E"- 4 2 IOWA! tip( Xl YI-Q(10 EAVE DE A!. w/ BRi'X u-,/GjT"ER F R L C 7, it) N NU A L M54 AT 4 1 7 1 I'AM I AVt TR"", SAVE E, v 4T t,L;, Ax EAVM DETAw X/ BLOCK OR E34M AC A CN.K AT r AT LAV REC7iGN' MAMSo- I, W NIX MW SwUl 4v moo or c"num", A, v - Aso (r a o) Lk- EAVE ERECTON MANUAL I= a D MRM5 00- 0 C "AX PAX ROOF 5"EE7 T S, E 710'1'41 @) ROOF PAWFL LAP W. QCT!(N C, R,-) C, , F -',AP 4' FAC.suPPuR-; VAS kW X j A3f1 ZWL M T AT':.' FET - cow," 5 D 5c RE.5 RAKF Wl" --RGR-T SL4'xV' R'Al t, ANGLE IANE, 1AK',, NIM "i T c0c) 0M. 14" A3X UM 5 Nl(" W."MR5 MR BM7 "50F U05ME CLG"URE 1MMU OUT NDO- LKA RLR A 5a on. CULD", N WC) AM7 50nS !=KML PAWI-, mK aAnn caz DETAIL Cw - ITE ENDNA DW MA%AL WE Pl- r-"'1cl y9 ORECIOR NO' TF '14F "A, Tl(, LOCATIUN; tr BA 15 4'x2RAKE Allll.) f PURx r\ 7 u/c R"F TOM END" A! i ',,Hl 00V 5 D 5CRW U WOW) WON i 0 e V An5 ESO - 5 Kk 5m- I NDkAL PAFIFR FWww" Cc UNN U0n i DETAT 0 LITE SNDiF AL,"_ `7 SF10N ROOF PANF--1 IKAKF TPi-! Wal R" F AN"E 1: var - 5D URM 2ALD N01W -15M RNWTD A7 wow 5 & MWN 0 0 so,, T SEC:T, 0N OPEN", I-4/R P" W N C P RAFTER Q I A . W Ann IV -_. ERE'-71ICIN' ' lAN, jA,- m SW 1 1 woo- -AX RMP ME7 0" C""-, f ",A;,7 C. IC)CAl +^N) RF-5 5 7 SCRPS T; R001" PANEL 5A Ax PANF FNQ K, G R' 0; 1 0 a A Qb BM 1 ', 2) '1, AM I Hano SECnON TWRw "/R ENDOLL (BY -PASS,' ERKT GN MAKAL K 1 A T 'F ROM 5,0k, WMI ml h! SECTiON l0) ROCF PANEL -AP L,','EC-'OR 140-fE k'E' "A T kG 1-0CAl !(),N) D I Rmb G" wc A A3T _, C F Y P QAA smi i PURLIN Ci IFti 4'x2' RAKL AN(„LE kAKR," ti qa g K At AM WX 1 2) A307 10, — "I' l. , D E" r Al» LITF FNDinALL. (SOFETFP} 5-uTEM„, N, F-WIT Tom" R. sari SE:: T tJAJ Nt RCXJF P , NEL LAP MAT 5 D 5CREW (` V WC) 01A51 W (Wn IM LMAAM; 11121',r,,'_I EVIR, 2 1 C'Ui, RwF MV V RWE AWF—__- I____ Ew) wNJQV If RAKi TR,11 FNUIKAL! RAF I LR ou% w UMURF I NpWAt1 5ti-i CT 12) if' AW5 Wx M I yI - (2) 1 Ann M475 tlii F NZ NA[ L COI U"114 DE - TAIL 0 L,TE EINDv4ALL S EF Fl NECT ON MAIML LI. II -DiNG 5Y577, C 41SW - - 1 , T 51UF 5FCT; 011 W NOTE Tt4F Tic 1,,-(T-!0N xA- ux) k' AK? IRI", MA i. PANEL e. AKF ANG_ F 0 AM! WO V-0 , ;, u111 1'11if 14.1216 DETAI 0D OPEN END,IALL RAKE w/BR.` K o, 5LXK F WHEN UID A! FNDHML) N MV 1 nu ILp AN "( "5 Y b1 1001110 11," L REYUH£ GA. T t _]r4 4 41 R,'_X F 5.FF7 Ir, NO1' k 10L t AKf TRIM ivy T 5cRFW TIC 04 wo 5 p bmw AY,7 50;,' bww 41na SWOONG Tom./ WE Fwm" RAJ MR 5www" ETA 4`_ P E,,'DwALL RAI,t V 1 7 N ( q) ROOF P MMMR NME TWA MAKETMMCN) RAK,I 11R- lAsl, c A ROOF PANFi 4 VIA jRw_ I 1" A307 510'C", V.1 6_0 c) VFRIIN6 07 ill SCREW-- 11019A 5. MRn51AWARD 5VM= K DETAIL W OPEN R/F ENDRAU RAKE C'N ' NUAL AX IN E 5: SEu"l ION R00F PANE;.. LAR ERFCrOR NeM 7.21,'/,` 5 D, 5-c—RiN InN A0 I F30t, I RAKE T-Irlt PANILL/ JllKAKI, ANC,,L Ri,, N1 IV' A326 ANE;- BOLT5 w/(2 R I(,, D 'RA'}E NJ , DE'D BRACKL RCAENDIA--, L. X I'MIN R/F FN D;ov A L! ff),'PASS) mAN! AL E I,<' R 5E-T- ICN C F-,COOF PANEL -AP WWI,` 5 5, 11IStEN a F w FArl' 5UPPORT) A3('7 3, OLT' RAKF !R!" k 1,100` PAN,/ W4. 'I, 5 : RF" RAI F AN,"' t F A M-- ROOF ' IlPI N A32b W1 T PANELdi EECTION 7- kRUI R/F IENIDI A; (F YPAI /I 5 NANUIAL aIALJWW. INC 6M cAlf p 2 x 4 5- ECTION Q,) ROOF PAN; L, LAP FKF--CT0P NnT- F rilf, -1ASTC LOCAT',")N) Nf l4 I-AfJ1 50PIORI) Rt,Kf- IRIM- x A W4.D o/c) 1" A301 BCLT', A5, ROOF PANt RLIN4 RAKL ANCLU 4 R( X)F IlUkt- lN O I""P A-'325 a("L i UL HRANIF 5E p SECTi0N Tt4RIU R/F- 1-7 "4 D AL, (F-3YPASS A 1BERECTION "ANUA f ljl,DF5 NG 5yliT1I'- K' ,A", -pA-tp8.-,A's 41 1,1, s5( w I,' N ET 52,'DE zoor 5w r-'X)F ', 14FET SE-CTION C-) R00FPANELLAP12.Q,' 5D 5(-RLvq5 ONF 0, tA(- I-1 PORI FAKE FRI', 2',4" RAKE AN(,LE K, 00F PANEL o" ROOF PUKi, IN OUTAIDE, .. LOSURF it LIP 2) ic.Aa25 1, 30t-T EL kql rm.'"Ai 1 CO! UrIN SECTION T:4R' j R/P- EN (FLUSin-!) F R F (,r SON I I ANIUA i 5 IN(, ui bxlf 4a IMM/03 j F-M 4 1 k n v Ile 1. ai I i 7 jktli1fi,1 fir tit-.. i l IIAfz } ur M C z lleii iCl € r}` cv 4tI f.. TN IY ca f litill tY f,`` Oq a r y It as Ill444 k Y'(7 F lV t 1 1 fU i iY n s` 0 SIDEI,NALL. 0\ERi-i NC, DET4,1L, W/O SGFP;T I P 1 \, I 6tlit LW6 SY, i F^-i a, NE ( y"?' '•;} u '.'AiT r q to u Qit r -vyy y` c a 1 w o CVje + i•4 tY r. - u} la, .,;u ut ti ur QSg fEWA' U`JE.RA Na `ir F i of r r REC 4 MAN. A. TPA6._ NCt'V„tll iA z sn u i sfr t \ d w u try t r' u r E(1 C ot lo X k 1 i z tY x F n tY ica i a Ix 'y4: V x f fV vUi tt it tt C} li it xi„7,DING 4"S't'^'•35 it,( TGa i i+AYx uAG£ In W= A; l- 1Si DEv4Ai,, L 'FRI "N I, _: : -- -- ----------- ----------- OPEN 5000) A C X—MASS - ZIA v 1 i EREC90N AN ML1 1 1 IV4.A' TRA4, 1CJN 5AM DETAL 4 P 'SLDEV ALL 7RANSi_7 ON ER2 10N MAMAL 21 RAI' M I'LIN R l 12;, who W 4 R, `,i(, R I'll E7A 5! L) DlhV AL RAN 5 i 1 ()N, 1 v, Son ERKTCNMIMIL ALI MWi 11 'Al. w.'" aD nRm cm, sc, A LAY, 2`,, 6G, s1 kIN I AY kFIANI, F CAIlf E7AI,_ ',W 51DE NAL_ TRANSi-ICN l " - , I ERKTCN MAM MOD MR Wr IINLX)W IZQOF I`ANF I If I D ff",D 01 IQ, Q UC AS T1G RAKE 1/f GUI UKI _A RAP tj JFT 0 W$TA;L A V AFA , A IKCN ol GOTIFAR DF7AIL OF rc) 5F 17,1: 1 Al 10F E A\/ G-I CORNE'4,' BOX 6 RAKE 5vDEKALL I NEIIIA, R TRM JIclFP P EREl,7iCN "ANUAL 5NILC`wG 515IF15, "A, l VVIMD IDAT T31W, I q10 LIGWT TRANr`>T'TNG I-ONSTRUC TiON NO 1,7 p- t, 1,1 ql V_-I'l,"e -, y. ioapp IN$ , Al I- ANY f A5TLNVR5 A! 1105 n4v -t, I,," i,ght I s,ac iWN ArpIy 1Abie, r,,, of topt -,Iel mlo- aht i—, - 0 "Odfl'. "'O"A Ta". -1" "I"Ad ,,kq, with t,x,Ar ing -d ""1-9 edq, tap At t- -d If hljht p—, anFiy cf-W, ght t,_-t0,,q r.—I vt tlm -d 51' N4:R5 Jt}t Q0 BUI,IUN III'1w0 RUN5 OF T F'E 5FAUR 1,4AT WERE N5TA6Af_- Q PRIVt(AAI,l ERECTION M-ANUAL A'\ n0 DING 5Y5TFFl_5,, INc YP: ALJ Gtli— -RAN,5TTNll PANE, A—:(,\ 4AW,-fT:W, PANEL z DR UAKRtEk REOUIR'- IENT5 ANI I 1W KAN$— T " NC, -Nt 11W- 111 tNIIA.1- I--l— AND 104D BAC< wLR -E_ I ERECT,DN MANI,)AI Ns. 'u e 0 -NFZ , A51 -ARVN`+ i L i4 T Irc TtDN 3' ' W if 9PANFi LAP / A, w LAI- 90 LIGWT TRANIS-IITTiNG PAN EL !N5TA_ A7-: N' 0 N 5 T R U C T 1 ON NO 1(, 7 Apply 1— -.1- -- cq 'R' pcx I D, -,, theol tops xciee _-ex Lvrp NA !2' (,C AC,,ty d- — 1, qlt t1-1-111,1,q poi; A'— azPly -I- oi hol -t- -J —,,,,,,A to tw,,, _.i, 1-1 F—L- - at I ERECT,oN iRroVT44s f6 DATF, " I El PERMIT sz f. THIS PROOLKIT HAS BEER TESTED, ANALYZED & APPROVED FOR DESION PRESSURES NOT TO EXCEED THOSE SHOWN N THE -ALLOWABLE XWN PRESSURE Z OPENINGS, HLCx#,C & SIXXING FASTENERS MUSTI K PROPCR Y DESCNEO & INSTALLED TO TRANSFER WIND LOADS TO THE SIREMK 1. ALL KkRDWAJRE & FASTENERS SHALL BE IN ACCOPOANCE WD1, TKSE DRAWINGS & SHALL NOT VARY UAK-ESS SPECIFOALLYHmEgOMM ON lKE CRAIANGS, S;ECIFTIFL) ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STL--fj 4, THIS PROOU., HAS SEEK DESIGNED A ACCGROANCCF WfTH AND MEETS THE REXTREMEN-,S OF IiE FLORZA BUVI-GING Z-'NLS t@wz)' BE SHUTTERED WrD, A FLORIDA CODE APPROVED SHUTTER WERE REGUIRED By CODE ALL ANCHORS SECLAW—RODLICT FRAMES To PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL RE CAPABLE OF RESISTING CORIAMON CAUSED W THE PRESSURE TREATING, CHEMCkS IN THE WOOD, 7, OCTERIVNE THE POSITIVE & NECATNE DESIGN LOADS TO USE WHEN REFSREN THESE DOCUMENTS IN ACCORDANCE WIN THE OOVERmG CM AND GOVERKING WIND VELccf'Y, FOR WIND LOAD CALCULATIONS IN ACCORDANCE WRH THE FLORA BUILDING CODE, A DRECTIOMALM FACTOR OF Xd > GAS WAY BE APPt*O PER THE ASCE-7 STANDARD, WATERMLS, NCLUDING SLIT NOT LANTIC TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER MATERIALS SHALL TINT' THE REOUIRINENTS OF FLORIDA SUADING COX 9. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS OUAL[TY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/0A ENIrry & SHALL. BE LA-PnED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & -ROFESSIONAIL REGULATION SPECIFICATIONS, THESE DRAWINGS SHOW ALL APPLWASLE ELEVATION, Oomig,44TTON, INSTALLATION & COMPARATNIE ANALYSIS CCI*riW- AS DETERMINED THROOGH TESTM & ENGNEERING, RATIONAL Allyss PROOUDT ASSEMBLY SHAtL BE N ACCORDANCE WflH THESE DRAWICS, THE MANUFACTURER'S OLW-fTY ASSURANCE SPECITICAM4S & TESTwG REPORTS TO. CERIFICAOON Of THIS, P4WiX- SHALL K CONSOERED VOID !F IT 6 INSTALLED W7HOLff A BUILDING PERWT FROM NNG CEPAMUENT 01, f IT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CW _CPTHEAPPLICABLELOCALBULLRk, INSTALLACEXPEFNCESWrH , ONS OF THIS 'YPE OF PRODUCT CORNER & FRAME END CONSTRUCTION: E56IE HEAD CORNER HEAD C SOUARE CUT, BUTTED TO Ste. FASTENED WITH 4 NO. 12 X 1 1/8* PpHF' TYPE AS FASTENERS THROUGH THE SZE MEMBER INTO THE HEAD MEMBER SCREW SPLINES & SIDM-ED WITH SILICONE SVL S soc"E Djl- BUT —ID TO SIDE. FASTENED WON 2 PpHrNO, I2 x INTYPE AS FASTENERS THROUGH THE SZE UENISER INTO THE SAL MEMBER SCREW SPLINES & SEALED VON SILICONE WJWM TS SGUARE CUT, GUTTED TO SIDE. FASTENED WITH 2 90. '2 X I f/8- PPTYPE AS FASTENERS TkROUGAf THE SIDE MEMBER INTO THE MVLlCk MEMKR SCREW SPLINTS & SEA,11) WITH SkPOONE- SEE SECTIONS EI/8, E2/7 & E317, N SEESECTXINSo/s, U/S & LN/& ODOR _ a_—SoNa THRE - ID WAS SOUARE CUT. SUMO TO THE SIDE, SECURED TO S40THE SIDE MEMBER USING A PW ASSEMBLY OR STEEL CLF & SEALED WITH SILICONE. 22QLE L AT EACH TOP CORNER, THE TOP RAIL END IS SOUARE CUT, GUTTED. AND ATTACHED TO THE VERTICAL STU BY MEANS OF A 1.09" LOW WELD CUP (KAWNEER PART 1200-450. 1200-452, OR #200-453). EACH *LO CUP IS ATTACHED TO THE VERTICAL STILEUSING. TWO(2) f/4-20 X 3/4- PHUS THAT PASSED THROUGH THE DOOR "LE AND ARE THREADED INTO 3/16- THICK STEEL NUT PLATES, THE NTERSECTION OF EACH CORNER JOINT WAS WELDED USING ONE(I). 112- ALJO , WELD ANO DIAMETERCHEM, 1 /4- X 1 1/8* 'LET WELD THAT ARE APPLIED TO BOTH WEBS OF , Uf£ Top RAL, MOOR PANEL ROTTCM g;,,,'xTRRs;. AT EACH BOTTOM CORNER, THE BOTTOM P 'NLEND IS SOUARE CUT, BUTTED, AND ATTACHED TO THE VERTICAL STILE BY MEANS OF A J, C94- LONG ", CLP ("AWEER PART, J200-451 OR 1201-459) EACH WEED CEP' ATTACHED TO THE VVETCAL SRLE USING, TWO(2) 1/4-20 X 3/4- PHUS THAT PASSED TROUZA, THE DOOR 51LE AND ARE THREADED, WTO 311C THICK STEEL NUT PLATES, THE NTEPSECTON OF EACH CORNER JW WAS WELDED USING OME(l', 1/2- DMIAETER PLUG WELD NO OwIll), 1/4* X I 1/6- 1,L1ET INFLD THAT ARE APPLIED TO BOTH WEBS OF THE TOP RAIL 1 3/4' OR — 52 4 6'* MAX. t-20" 0 VAX c MAX. Bi 1w. O 0 F rr, moso, C E F:-' t -7 2 377. 1 - 9 1 3/4' 1/ 2" VAX. 52 1/2- MAX. 1...—_—521/2- MAX. OR 4 112- 1 3/4- OR 4 1/2- 1 314- OR 4 SEE MULLION DO CONNECTION DETAILS ON SHEET 2 FOR ANCHOR VANT, FTYOPTIONS I Jill lllll i,jtill i x II ` I MULLION L 18" MAX. (MAX. 0, C, AT rIXEDI PANEL SDES WINDOW T CENTERLINE 6" MAX, ( L AD WIDTH MULLION LOAD WIDTH 57-) MAX. 57; WINDOW WINDOW CENT ERUNE CENTERLINE1. SEE MULLION END 52 1/ 2- MAX. D.L.O. CONNECTION T yp, DOE' S20N SFORANCHOR QUANTITY OPTIONS MAY, YP. FRAME ANCHOR EXTERIOR ELEVATION WHERE SHOWN. SEE FRAME ANCHOR MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY SCALE: 1/2'= l'-C' Rfo -143L; -------- N LM-WTUT F, ONQUIREMENTS. THiS SHEET FORPANELS6 UNLIMITED BUT MUST FIT !INSIDE MAXIMUM FRAME HEIGHT SHOWN.RE EVALUATION OfTHIS 11100LICT 6 BASED ON API-IC*al STANDARDS AND/OR t'EORMAT 'ON & RESULTS FROM APPLVaf TEST REPORTS THE LOPOA WLIA% COOS VERSION ZONEIDERIED WITH THIS lVALWIT)ON WAS TIIAT IN FORCE AT THE TIME OF THE EVALLATDON N THE EVENT OF CODE 'ARSION cT-AN4ES/UP0ATE-- OR IN THE CANT THAT NEW OR ADOOONAL TESP r, IS COWLETED ON -IHS PROOLCT, PRIOR 70 STAW, CODE C0VPfW4CF WITH '11F STATF, THE MkWFAC7URER SHALL CONFIRM WITH THE CALLATOIN ENGINEER OF RECORD THAT , EVERYTI-104 SPECOED RE-W IS CURRENT 'ATM AID:-CLAIRENT CODU-S AVO APPtLCAKE ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEFT 5 1, THE( MW NOT BE USED FOR THE ASSDAYY USTA Alk OF ANY m.:%' "Pw1*P — LISED F09 RATOW AHO/ M 'lOCk- APPRCVAL N;ODUCT NOT mm; ao SY THE WaNtFTAGTUftER z 1431 E 1 OR 4 1/2- 96' MAX. WITH TRANSOM MULLION PART rL'7 OR 8 52 112" MAX. 52 1/2' MAX, —84-MAX.WITH TRANSOM MUAJ(,'N RAPT 1115 OR 6— 1 3/4- TRANSOMRANSOM MULLION END NOTE BELOW) 13 SEE MULLION END 1 3/4- OR 4 1/2- 3/4" fIL 6" MAX. CONNECTION DETAILS ON y> 16" MAX. 1 THIS SHEET FOR ANCHOR 2 0. YA X L_ O,C, AT DOOR 1 QUANTITY OPTIONS O.C. I TRANSOM A 6 4M= DOOR El ML2 1 I'K 7 FOR DOOR 1 52 1/2MAX. 0. L, 0. INFORMAT0 T' P-) DOOR ELEVA MULLION LOAD WIDTH MULLION LOAD WIDTH MAX. 57n (MAX 76") Sg 7C 71 WINDOW i WINDOW LOCK i i CENTEERUNE t CENTERLINE 16" MAX, O' C. AT DOOR iSEESIDES7L— 2x MAX, ii 42A 0 1 J/ 6" VAX. T 20 0 C 6' MAX.X SEE MULLION END COLCTION t YR. FRAME ANCHOR WHERE SHOWN.--j DETAILS ON THIS SHEET FOR ANCHOR SEE *FRAME ANCHOR REQUIREMENTS QUANTITY OPTIONS -ABLE" ON SHEET 1 FOR EXTERIOR ELEVATION REQUIREMENTS. STORE FRONT ASSEMBLY WITH DOORS & TRANSOM (NOTE: DOOR SILL ANCHORS INCLUDE LRAt S M 9 -10-AL AT DOUBLE DOORS & 3 WHEN TRANSOM MULUON PART J5 SCALE: 1/2"=V-O" - NOTr 1% FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES Or DOORS ' C iAL Ai SINGLE DOORS AS SHOWN.) OR 6 IS USED, MUL - SON SPAN 15 LIMITED TO MAX. 84 . I WHEN 2) DOORS MAY BE SINGLE OR DOUBLE DOORS. TRANSOM MULLION PART #7 OR 8 IS USED, MULLION SPAN MAY BE ALLOWABLE DESIGN UP TO MAX. 96". SEE PARTSDRAW NGsFORMULLIONCARTSPRESSU RE SEE LOAD TABLES ON SHEET 5 1 rNET- THESE DOORLN,TS TARENO7APPROVED FOR F6R USE WHERE WATER INFILTRATION iRESIS- ANCF IS RECUIRED BY THE DOOR UNLESS THE LjNfTS ARE INSTALLED IN NON- HARITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED 70 ACCEPT WATER NRLTRATION OR THE UNITS ARE iNSTALLEDI AT LOCATIONS PROTECTED BY A CANOPY OR T EQUAL TO OR MORE THAN I C PER FBC THREE( 3) 3/8- WEDGE/SLEEVE ANCHORS WITH MIN. 2 1/2- Et AND 2 1/2 EDGE DISTANCE GALVANIZED STEEL OR S.S. RAMSETIRED HEAD DINABOLT, HiLD, kWiK- BOLT 3 OR POWERS RAWL POWER SOLTj 1` 71 2' MULLION END CONNECTION DETAIL CONNECTION TYPE 'A") 2 ANCHORS EACH SIDE OF MULLION) V Pt L--- 2" MULLION END CONNECTION DETAIL CONNECTION TYPE "B") 3 ANCHORS EACH SIDE OF MULLION) 2 2 MULLION END CONNECTION DETAIL CONNECTION TYPE *C') 4 ANCHORS EACH SIDE OF MULLION) MULLION END CONNECTION DETAIL AT DOOR SIDE JAMB MULLION) NOTE. THIS MLIWON EN", CONNECTiON IS EGUNALEN7 iN PRESSURE CAPACITY TO CONNECTION TYPE 'C', i 0 z Lu ILI crfl DOOR SILT.L<1 f LL. ANICIHO; SISECT NO. 2 of 11 19 3/4- OR 52 1/2' MAX. 52 1/2" MAX, 96" MAX. 1 3/4- 4 112' SEE MULLION END - 3/4., 4 112 6" MAX. CONNECTION DETAILS ON DOOR SHEET 2 FOR ANCHOR CENTERLINE QUANTITY OPTIONS 20' MAX. 9 O.C. [NL 2L3 O.C. 6 rA-\ MAX. lilt I I I I I (fill fill 52 1/2" MAX, D1,C), TYP.) i GI p NRE Qj kv 8 16" VAX. 6667 68 N O.C. AT 9 69 0 71 1DOOR LOCK SYSTEMS N SIDES I' S 2 4- 3. 2- Li MAX. MULLION LOAD WIDTH MULLON LOAD Wv 11 MAX. 57-) (VAX.i 7 WINDOW WINDOW IFOR DOOR SIZE, PRESSURE & CENTERUNE CLNTERUNE_ E T_ T 0 C C 6' MAX. TTV I _L o 20" 0 C. 6' MAX. i MAX, 2" TYP, FRAME ANCHOR WHERE SHOWN. a< MU. UIONEND CONNECTION SEE ' FRAME ANCHOR REQUIREMENTS DETAILSONSHEET2FORANCHOROUANITTY OPTIONS TABLE" ON SHEET I FOR z REQUIREMENTS. oz EXTERIOR ELEVATION (NOTE: DOOR SILL ANCHORS INCLUDE OTAL E COORS STORE FRONT ASSEMBLY WITH DOORS & NO TRANSOM T SOM 70TAL AT SINGLE AT DOUBLDOORS A & 3 S SHOWN.) SCALE: 1/2'=1'-0" NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF COORS, L<E2) DOORS MAY BE SINGLE OR DOUBLE DOORS, A_ LL_0WA_BLE DESIGN PRESSUREI I is SEE LOAD TABLES ON SHEET 5 NOTE THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION ON RESISTANCEIS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN NCN-HAB TABLE AREAS WHERE It THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTAU ED AT LOCATIONS PROTECTED By A CANOPY OR OVERHANG WHERE - BY T-HE OVERHANG(OH) RATIO IS EQUAL TO OR MORE -HAN 1,0 PER FBC1 3j -V SRM No. 3 - 11 95" MAX WITH WIDE S-ILIS & RAILS, 72" VAX WITH NARROW STI! FS & R.Aft OOOR 16- MAX, 6' MAX' 44 L jii I C MAX N2 666 68 N2 O'C ' A 69 70 71 DOORT N S N SIDES LOCK S,STEMS 2' MAX, TYP, FRAME / 2M ANCHOR 1 28WHERE SHOWN, SEE 2173/4" MAX. D. LO. WIT, D1, 0, WITH WIDE 'FRAME ANCHOR STILES & RAMS NARROW REQUIREMENTS TABLE' STILES & RAILS ON SHEET I FOR RECIUIREMENTS, NO- E: DOOR SILL ANCHORS INCLUDE 9 TOTAL AT DOUBLE DOORS 6* MAX. & 3 TOTAL AT SINGLE I DOORS AS SHOWN.) EXTERIOR ELEVATION DOUBLE DOOR ASSEMBLY SCALE: 1/2"= V-0' KCFVVABLE__ IRESSURE = /-65 PSF] 48 1/16- MAX. W;TH WIDE STILES & PAILS, 36 1/16" MAX. WITH NARROW STILES & RAJLS Li L2 L3 8 18 8 Ez" MAX, 16* MAX. O. C. 01- 0, WITH NARROW ILES & RAILS Q. C.AT aOOR SIDES i MAX, TYP. FRAME ANCHOR WHERE SHOWN. SEE FRAME ANCHOR RLOUIREMENTS TABE' ON SHEET I FOR REOLIREMENTS tNOTE: DOOR SiLL ANCHORS INCLUDE 9 MAX TOTAL AT DOUBLE DOORS 3 TOTAL AT SiNGi - E DOORS AS SHOWN,) EXTERIOR ELEVATION SINGLE DOOR ASSEMBLY SCALE: 1/2"=l'-0' JALLOWABLE PRESSURE = +/-65 PSF' JQJL THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INF0RATicN RESISTANCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE !NSTALLED fN NOW - HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE iNSTALLED AT LOCATIONS PROTECTED By A CANOPY OR OVERHANG WHERE -BY THE OVERHANG(CH) RATIO IS EQUAL TO OR MORE THAN 10 PER FBC. z 0fF O t z 0 ulvLu wZW' L IiZ VE 1 0: V, V) 8 z zi As SHEET NO. 4 of- 11- w VERTICAL MULLION LOAD TABLE VERTICAL MULLION LOAD TABLE VERTICAL MULLION LOAD TABLE VERTICAL MULLION LOAD TABU GLASS LOAD TABLE MULLION -A' (MULLION 'B' (MULLION -Cl (MULLION V) OAY LQHT OPEMW. (01-0 UNRONFORCED FIXED PANEL i FIXED PANEL VERTICAL MULLION r----D66R -JAMB V-E ICAL MULLION DOOR JAMB VERTICAL MULLION ko I " Uit ktXTWSURE VERTICAL MULLION REINFORCED WITH SINGLE CHANNEL REINFORCED WITH SINGLE CHANNEL I REINFORCED WTH TWO CHANNELS ow LSNAi' %okqsfuDE ALIONABU IN) ( IN.) imuu 1 mwuw w,*,utw W= WxL" sWmLm uKtw LUZ 4 0 550 25 LLION Lw C0NNECnj-o- --I 01 m- 1: ULPLUON La-D Cc*$ ClIoN Z i- T . c SPAN wvk SPAN IAMTYi V WOTH 'A, ps ll ( Psr" In') 1 L (I',) (R) 'ps) (psn (N) (PSF) PSFI (Psf) (N, (N) (PSF) CPS,) (PSF, 935 6SO 4' 6-- 4 59 9 76 1 22,0 45 CUSS OR110M 2 57 142-1 41 --7 2U 59.6 1 59 5 75 271 568 47.9 51 17 O13 1 12 7 65,0 65,0 .6 so's 96,0 340 1 6510 51 470 _7 532 72 t 292 60,0 5,11 11 2-1-2 47 86 4 513 603 51 37.166.0 65.0 66 31 9 55,0 6!5,0 66 25,3 S&I 30 61, 5 65,0 65,0 *235 39 4,2,8 60— —3il 60 27,8 1 415 650 33 651c 550 i e50 33 5c3.6 I 55.4 Si 98 I 5-4 570 65'0 550 11 17-1 5 S4 30,9 63. 65& t14,5 65 57 4S. 2 591 592 11 438 6-1,0 65.0 4875,034'0'5NoZ --*5 553-154 584 650 0 L 525 iE—o 57.3 e5 0 (55,0 Ei-- 36 46A 6, H, 74 i 5t 54,6 650 65,0 519 6sr 650 J, 0— 4—. 68 51 45 ia 65. 0 6--r— TO 65055 00 650 57 583 650 650 62 5, fist 65 m- MULLION ' A" = VERTICAL MULLION BETWEEN FIXED PANELS WITH NO REINFORCEMENT MULLION "S" = VERTICAL MULLION BETWEEN FIXED PANELS WITH ONE( i) CONTINJOUS STEEL CHANNEL FOR REINFORCEMENT MULLION * c" = VERTICAL MULLION BETWEEN DOORS AND FXED PANELS WITH ONE(l) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT. MULLION 'D" = VERTICAL MULLION BETWEEN DOORS AND FIXED PANELS WITH TWO(2) CONTINUOUS STEEL CHANNELS FOR REINFORCEMENT. TOAD TABi. E NOTES: 1. THE LESSER OF THE LOADS DETERMINED FROM THE MULLION LOAD TABLES AND THE GLASS LOAD TABLE SHALL CONTROL FOR THE ASSEMBLED UNFL 2, ALL LOADS IN THE GLASS LOAD TABLE ARE AS RESTRICTED By TESTING AND THE CURRENT ASTM EII330 STANDARD 3. ALL LOADS IN THE MULLION LOAD TABLES HAVE BEEN DETERMINED BASED ON THE WEAKEST CONDITION OF USING THE 1 3/4- WIDE FRAMING MEMBERS. IT IS POSSIBLE THAT THE ALLOWABLE LOADS MAY INCREASE WITH USE OF THE 4 1/2- WIDE FRAMING MEMBERS, BUT CONSIDERATION OF THtS INCREASE IS NOT APPLICABLE TO -HIS APPROVAL. INCREASE N MULLION '- DADS DUE TO USE OF THE 4 112- FRAMING MEMBERS SHALL BE REVIEWED AND CERTIFIED BY A FLGRIDA LICENSED ENGINEER UNDER A JOB SPECIFIC APPROVAL. 120 39 1 44,1 65.0 1 65.0 72 33,3 650 1 550 75 1 2215 1 464 1 52,2 61 c 1 210 650 33 52. 1 65'0 55,9 72 239 49::G 55 I 311 117 ' ;;; L---f 2 230 650 27 1. 63,665.0 65,Cl 1 so 40,0 65.0 55z 26-0 5-A 5 1 60.1 690 1 2$,0 650 21 :5o 65,0 1 51 44 4 65 f) 650 ]6 028,6 " .9 65Z 61c 1 270 650 33 5 65 c 650 50,0 57 5431.8 65,0 65Z i 1 570 30,0 653 42 57 1 fist fist :4 -35 11 0 6,5 0 51 137.4 .0 T 0 -7 65,0 65.0 4 24" 65.0 65L 8 5424I1KC61,9 c, 1 to 0 650 Lu vz 65 65Z3949001-1 1 76 33 6510 m 47,7 65.0 2 55. 0 550 305737E 'TEMPEREDPANES33 7 9 —i2 ',Q ssoplio N, 1/4 6&0 65,C '66a -a 65.0' s5z 24 65,3 65Z 65, a7 x- 9 65,0 65.0 711 25.1 51.6 E. E61065G11426.5 50 S&O _54 4 =LITIIN 3 1/4- AN 54 72 45 46. 8 fish 65.0 49 5 55,0 65.0 66 289 59.4 98 ]PANES ur 39 54065,0 55,4 42 599 650 '0 z 48 -,gs , 54 N CT GLASS SHALL MEl ALL j 65, 0 Z7 65.0 r,5,c 66.0 57 -f, 9 5505a.0 srl,c REOLhREMENTS, OF CHAPTER 24 57 42. 1 65D 65,0 546 —55—cl—I 65.0 42 455 OF THE FLORIDA SUfLCANG CODE 51 I 47,0 az 65'a 71 i- 619 5-50 —656— 36 INCLUDING ALL APPLICAGLE SAFETY 86 45 53.3 660 6!-o 65,0 65,0 65,0 30 --F5 —0 39 24 - 0 55 ElF, !- RFOU'REM Nis zo 253 65055055,0 1 76 27, 7 56,8 63.'l a w 57 45. 2 55.0 1 66,0 3 15 7 65.0 I 65,0 55.0 t 72 292 60.0 0,0 51 505 fist 55,0 57 583 5-10 1 550 56 119 6510 65.c z 62 --Z z 0 1 65 3 51 0 65', 0 17.1 65.0 0 z 2!65 0 65.0 j 65,0 i 56 57 64-6 65 0 55.0 98 54 39.0 —65.0 6-5.0 48 9 65.0 650 51 1 54,6 65,0 65,0 *4 50. t 650 -4- z 74 1---- 1- p 4$ 6119 6510 65,0 36 1 564 65.0 65.0 T 39 650e5z —,653 65.,o co (n1 68 5-, 5 66L 65Z 572E 8 6& 0577531,5 64,8 ss'n 5, 65. 0 6&0 65L 45 61,9 3 11 57 58, 3 65.0 66,0 86 62 40.0 65.0 GiA 51 65. 0 65,0 6S,3 8!,D 65Z 7S 33s 65,0 66,0 1 7 65Z 65,0 92 w 11 $4 46.6 65,—o 65.0 3 62 599 550 65c 1431 m 65, 0 65 65Z SHEET 11C 5 oF 11 FRAME ANCHOR SURST RATE BY OTHERS Gl_ZINNPERELEVATISDLAILGSHEET 9 1/ 4" MAX, SHW AT EACH ANCHOR SEALANTS -/ 1 \_ 2 IBY OTHERS 16 j EXTERIORSEE GLAZING DETAIL 3 ON SHEET 9 SECTION SCALE: / 2 FULL7 67 /--SEE GLAZING 15 DETAIL I ON EE GLAZING SHEET 9 SHEET 1 ON T" SHEET 9 SECTION eB2 rSCALE: 112 RJ 6 IEF GLAZING DETAIL 4 ON r: E- -/--SEE GLAZING 71 - SHEET 9 EXfR0RDETAIL 3 ON SHEET 9 SECTIQN_ SCALE: 1/2 FULL 16 DgGLAZING ETAIL2ONSHEET 9 SEALANTS -- BY OTHERS FRAME ANCHOR v PER ELEVATIONS SECTION SCALE-- llf2FULL Q6 1/4' MAX. H',/,4" A, mAAx,- H s, YFALATN,,,_ l,,,-, SHIM AT EACH ANCHOR 1: 11v ANCHOR SUBSTRATE BY OTHERS FRAME ANCHOR PER ELEVATIONS SUBSTRATE BY OTHERS SECTION rc2-\ SCALE: 1/ 2 FFUL17 6 FRAME ANCHOR SUBSTRATE 6Y OTHERS PER FLFVATiON- 1/4' VAX, SHIM AT EACH ANCHOR SEA. LA. NFS BY 071 ERE EE GLAZING EXTERIOR DETAIL 2 ON SHEET 9 SECTION SCALE 1/ 2 FUL( 6 SEE GLAZING nti- Z ON 1.1- L . - SHEET 9 SECTION SCALE: FULL ME SEE GLAZING j)=(TER=lr,R DETAIL 7 ONWSHEET9 SEE GLAZING DETAIL 8 ON SHEET 9 SECTION __-,2 SECTION ES J- 1/2 FULL 7SCALE1/2 FULL- SCkf ---- — ----- 1/4- MAX, SHIM AT EACH ANCHOR SUBSTRATE--,, BY OTHERS SEE GLAZING DETAIL 2 ON SHEET 9 EXTE RIOR_] 1/4' MAX. SHIM AT FACH—,s ANCHOR STRATE- THERS AME ANCHOR R ELEVAT*NS ZE GLAZING DETAIL I OR 5 ON SHEET 9 Fi ONLY WITH MULLION "D' ONLY WITH MULLJON 'B' SEALANTS BY OTHERS SECTION rF2-\ SCALE: 1/2 FULL REQUIRED ONLY WITH MULLION C' & 'D' 208 REOU'RED ONLY MIT -. MULL ON 'B" SEE GLAZIN SEE GLAZINGIN DETAIL 2 ON DETAIL 2 ON SHEET 9 SHEET 9 afEM 841 1/ SECTION SCALE: 1/2 FULL vvvv SEE GLAZING DETAIL 8 ON SHEET 9 SECTION SCALE: 1/2 FULL 1 1/4' MAX. SktM AT EACH ANCHOR SEE GLAZING SEE GLAZING SEE GLAZING # DETAIL 6 ON DETAIL I ON DETAIL I OR 5 SHEET SHEET 9 ON SHEET 9 FRAME ANCHOR -J -'- PER ELD.VIONS S;S BY OTHERS SECTION Gt SECTION SCALE 112 MU K-E: 1/2 FULL \-LJ E 29 Rr i ED N, FRAME ANCHOR Mu L' PER ELEVA'nONSREGUIREDONLYNTH WITH VUt-LfON V SEALANTS SECTION BY SECTION rJ OTHFRSKALE ',/? F-Jt SCALE: 112 PULL 7 Z- 31: La W,Ll Lu t2 3 0 Rr zo S z 0zcn 0 tE gg wz fan It CUD 00zA SDRAWING 143 1 7- 1, 0111 FRAME PER E=s SU'BSiRA:TE BY HERS FRA.M PER 4" MAX. SHIM AT EACH ANCHOR SEA ANTS By OTHERS SEAb BY0 SECTION SEE GLAZING - DETAIL SHEET TX By OTH RS S SECTION SCALE:l / 2 F 'J L _=8 HERS 1/4" MAX. SHIM Al EA)Ct- ANCHOR xt tL',Lff4U— -_ -1 DETAIL 8 ON SECTION SHEET 9 SCALE: 112 FULL Q8 FRAME ANCHOR— SUBSTRATE BY OTHERS PER t LEVATION6 'X 71< BY OTHERS DSEE GLAZING-\H _ — -! \— 406 ETAIL 8 ON r SHEET 9 SECTION 13 SCALE: 1/2 FULL 1/4" MAX. SHIM AT EACH ANCHOR M, 1/4' VAk SHW AT EACH FRAMF WID-fli (F W) — 1-2 ANCHOR FRAME ANCHOR PER ELEVATIONS SEE GLAZING DETAIL 8 ON r. SHEET 9 56 363, SUBSTRATE EX ERiORj BY OTHERS 1 64 LSEA(ANT SECTIONNS BY OTHERS SCALE: 1/2 FULL BUTT HINGE CONDITION) 3 .53 Li 1/4' VAX, c) SHIM AT EACH FRAME WII)T,-' (C,W,) — z o-o< CaF ANCHOR FRAME ANCHOR PER ELEVATIONS SEE GLAZING DETAIL 0 SHEET 9 8 ON 0 z fcoo, I Z_ z " j Z z Li SUBSTRATF F IROF, 0 9Y OT14E wz RSSECTIONrN2' La 8 / I SEALANTSSCALE: 112 U L 1\ 8 IOTHERSBY (GEAR HINGE CONDITION) Yi 6 1/4- MAX S4W AT EACH FRAME WIDTH (FW.) -- ANCHOR -- -- FRAME ANCHOR PER ELEVATIONS SEE UAZ DETAIL 8 ON THIS 31Z31 z— N SUBSTRATE"' 85 By OTHERS %SECTION (N3LSEALANTSSCALE: 112 FULL _9 By OTHERS ( PIVOT BINGE CONDITION) 40 41 58 4 43 SEE GLAZING 81 DETAIL 8 ONTHISSHEET NACTNE- ACTIVE EXTERIOR SECTION SCALE, 1/2 FULEL-7 SEE GLASS 44 OPTIONS BELOW 9 1--XTI -Elf-'-'i'GR-11 3 15 3/B MI N. BITE J SE-7NN G BLOCK AS REQUIRE() GLAZING DETAIL 1 SEE GL4ZM SCALE: 112 FULL DETAIL 8 ON SEE GLASS THIS SHEET 4il —f OPTIONS BELOW EXT I 59 0,j 318- MIN. BITE - SETTING BLOCK AS REQUIRED GLAZING DETAIL 2 SCALE: 112 FULL SEE GLAZE DETAIL 8 ON THIS SHEET SEE Of ASS FE110 &\ 59 OPTIONS BELOW 8' MIN BITE. iI -(R 1 3 106 -A SETTING BLOCK SECTION-----rs-- DOW 995 i SILICONE— ILICONE AS REQUIRED SCALE: 112 MILL AT EACH END OF LASS STOP GLAZING DETAIL 3 SCALE, 1/2 FULL 1/4" MAX. SHIM AT FRAME WIDTH (F.W,) ---- EACH ANCHOR FRAME ANC-HOR PER ELEVATIONS SUBSTRATE @3ByOTHERS SEE GLASS EXTERIOR OPTIONS BELOW 3/8 MIN. BITE 16 BY OTHERS DOW 995 SILICONE` LsETTINIG. BLOCK AS REQUIREDATEACHENDOF GLASS STOP GLAZING DETAIL 4 SCA!-F: 1/2 FULL SEE GLASS59GLASS OPTIONS BELOW 3/8' MIN- &TE Dow 995 GLAZING DETAIL 5 SILICONE SCALE: 1/2 Fill SEALANT USED ONLY AT SHALLOW TO SHALLOW POCKET GLAZING, FIXED PANEL GLASS OFTI-ONS--1 GLASS OPTION 1: 1/4TEMPERED GLASS CLASS OPTION 2: 1/4" HEAT STRENGTHENED GLASS GLASS OPLf;ON 3-, 1/4- ANNEALED' GLASS SEE * GLASS LOAD TABLE" ON SH;-7t 5 'OR GLASS LOAD REWREMEN-IS. NOTE: GLASS SHALL MEET ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE (F8C) INCLUDING a APPLICABLE SAFETY REOUIREMENTs. SECTION R 'FEn ER 10 Rl i 1/ 2 FULL rt 59 SEE GLASS La OPTIONS BELOW L) 4ON8 L - 4 POR4 LJ z 3/ 8" MIN. BITE - 17 o 11zFzGLAZING DETAIL 8 X. 0LL SCALE: 1/2 FLLL ui li w SEE GLASS 9 OPTIONS BELOW ar 0 EXTERIOR 5/ 8' WIN. 917 J 17 3z5 S05 6 7 8 z 0 L) H OW 995 SILICONE DOW 995 !2 END SEALANT_ 0 D HATEACHENDOFSILICONE "T T GLASSSTOPSETTING BLOCK z 0AS REOUIRED GLW GDETAIL 1 / 2 FULL 60 1/4' TEMPERED GLASS,'' z XTERIOR Sk lz MIN. BITE T 36 37 33940 SETTING BLOCK 41 4 4, 44 45 AS REQUIRED i 46 4, 48 49 1431 E GLN,ING DETAIL 8 S 4EET No. E : 112 FULL 1 9 OF 11 7— 4,452 750 0.080-3 DFRAME HEAD li 1 3/4" SILL, JAMB OR MULLION 4.452 6.125 DOOR TRANSOM MULLION FUSED WITH SPANS UP TO 96') 4.452 C.080 1 3/4" HORIZONTA MULLION 4,452 0,188— 0.125 t-- DOOR TRANSOM MULLION USED ffiTH SPANS UP TO 96" 3.590 3,590 102 PERIMETER FILLES. 13 FLAT FILLER 3.786 --------- 1D SILL INSERT a50 0.050 1,750 0.{ 50 4.340. 1,6 24 93 n=L+- 0.666 1 7: 7X50 D,71 TRANSOM --- L GLASS HIGH PERFORMANCEGLASSSTOP108POCKETPOCKET200 fklSPQT EXTENSION FLASHING 1, 750 If REMOVE THIS AREA A', TPAN-SOMS II 0,580-1 IL 40PEN BACK-.DOR JAMB/MULLION 3.590 0!062 1,03C 5@POCKET 1 928 106 a smFILLER I — 4.150— 23 TRANSOM MULLION & DOOR HEAD END Cur JSED WITH PART #6) 4.188 STEEL REINF. 125 204 TRANSOM MULLION & DOOR HEAD END CLIP USED WTH PART #8) 3,826 — - ------ - 0, 35 0STEEL REINF, 1, 750 0.094— FO, 125 4, 452 35' DOOR TRANSQM MULLION LIMITED TO 84- SPAN) 90 - r I /Z BILL UK HORIZ. MULLION 4 150 ------------- 484 O, G94 021 TRANSOM MULLION & DOO HEAD END SHEAR BLOCK USED WH PART #5) 4. 125 28 STEEL REINF. 4, 250 1. 375 0,125 - 27- 7- tj 301 DOOR JAMB MULL END CONNECTOR CLIP 1. 313 3, 5410 4. 500 1, 484 0, 156 0. 094 202 TRANSOM MULLION & DOOR HEAD END SHEAR BLOCK USED W--'TH PART #7) 4, 452 0. 125 1,750 0. 090 DOOR TRANSOM MULLION UMITED TO 84" SPAN) C10,) 4 1/2- SIDE JAMB OR PERT. MULLION HALF 4 0. 094 --i 4 406 4 1/2" SIDE JAMB OR VERT. MULLION HALF W/ GLAZING POCKET 32 DOOR JAMB MULLION END CONNECTION ANGLE 0 121 4 co" 301 DOOR THRESHOLD 4. 500 0 4, 500 2, 000 --4 0 1 0' '2 0, 09 4 111 t C 6 2 4S SAM 1 11 DOOR STOP 2, 0010 0 12' 305 ECW DOOR STOP zo 0,.,e d 0 ED Liz2 000 O 1431 ' E s" I.a- r* 10 - 11 ffrEp-= 3,375 1.750 0.125 38 CONTINUOUS HINGE DOOR STILE (350 WIDE STILE) 3.5-00 2. 000 1.750 0125 1 L/ _ jj i 309 COnNUQ-Ua.. HINGE DOOR STILE (190 NARROW STILE) q, C 2.125 25I 1. 750 0 12 51 il. 750 1 0 — 125J ,C4) 2 ACTIVE DOOR MEETING STILE ( 350 WIDE STILE) 43 ACTIVE DOOR MEETING STILE (190 NARROW STILE) L 1,724 1. 724 n. 125 2-250 3. 500 OLE — TOE RAIL I' 90 41 DOOR TOP RAIL NARROW STILE) 350 WIDE STILE) 57 1 795 DOM BOTTOM SWEEP M- P .. `M" Y 1,724 56 496 F-TT ASI' EAT PP CourNmus GEAR 104E BY RW" 327 ITCP Wm Pw SY KAWNM 85 331 uqwMATE SY KKWKEVl 326 32' i By KAVVUR Be t 0.125 67 050-079 RltSH &XT LOCK By KAWKEER 68 COUT co 'IT E T11Z___ cOwsskm mo om DEVCE 2789 By KowER OR xg 7 BY WRTON 74 a)g OR C9* R SH Ma V XAWKEFR 406 jCN DOOR TOP WSCE2iAMEOU5 FASTENERS 350 782PERCUPRAILWIDE 79 No ic x S.. SCREW 4 PER cup swEv mo. 6 x 315 SS. SCREW T7 PR woR 5ILOE 1563 2,188 1, 750 L i 0 40 INACTUE DOOR INACTIVE DOOR MEETING STILE (350 MEETING STILE (190 WIDE STILE) NARROW STILE) I 0, 125 I 0,125 so 3, 500 2.125 03p, BEVELED & PIVOT 37BEVELEQ & PIVOT HINGE DOOR VIfF HINGE DOOR STILE 350 WIDESTILE) (190 NARROW STILE) ALSO SINGLE DOOR LOCK STILE) ALSO SINGLE DOOR LOCK S7tLE%I 1, 724 — 0. 12 7. 500 048 DOOR.. BOTTOM 8 250 RAIL ( 190 NARROW STILE) 0, 886 0. 500 DOOR BOTTOM 0, 050 @ DOOR RAIL (350 WIDE STILE) GLASS STOP 724 LEI 0, 094 — 0125 7, 125 EIS J; RAIL 109 DOOR COVER CROSS RAIL UJ tUn Z WIN SHEET OF fh2pt", I F, L, ACI 1 1-ji, I _W 7 CJ El t-ICE ITS ACI m r-- L -7 -25 9 <-. T - 9, (. 96p, pqA)Al_S ACI 14Y, A c I - --------- 1 1 T 0 1 r are Sol to/ I rq r xsN t azses rho - tS9Z..— e i ccaex a aY tPT4 r m QK- ow z A1 Fail LW F X`E_. .., ,ce t _ AC pnn a_ UllACI K 77L-- t Rs x;, iAR Aa- 3 4, 7S-t I A-L _C34ACT1Z.- W, i LDISO SYSTEMS IN( ACT ACT 01- w,!o ACT oils M I LDPNO S) 57f: i', , j( ...... .. ANE, FEN max r µ, aPci55v 2=:rh J 'K , 11- m7 x.._..__----- -----------..______ _.......______._.;... 4 a 3' r 11 xn Fu' t — _ SIS v e» e At..y v aV sue'' "n:-- cr•_ ,-,:M ORNF, Pf X ! RAKE *RIIt zCTs i III! TII f! "I IE+ tU m a tth. xrfrt. k zy PanF.> a FK k: Kk'. ACI a# Cs Wyk S<.. •, n Q= Sy's rims S"t Jc f C Trm a_Hi-Rai§ad Endsval! Column Used as .iamt f3s mn y _ At 7 a xiri _d Er s a ?d . a 1} J— 3r- c2t i s;t t,• '.,ram ,..n A d r r i ad P r" 'a t- frL°iti7 v xmc. f a iK v-a- sxi !f3 n5 1 Kx^A3, xFOt„ K - 5 na saw .u". n 14 ;R i I na saw .u". n 14 ;R i I 4Dr xa b ._ h Szsndmrc' Er f x aY _ A hg elia BI'll DING SYS it 4S, INC " ,z f j O C1 u.r N A IV ,:. Ak&v i i i A i O o r' ' -_— ------ ----------- WMI gmkxm-w Jl- 1 ti I w 77 cC INIS-M I FATM PIM-%, NW,4 H i l "max. hn mcxu+ p 31— di el' PAN AP __ s*JULA"Ya ;n •S y.Sti3+/' 2?.#tisi f XdFA 7 +Xs..u, 7 1 a rsm Ura r ACt Ska fir , re t n _ at ACI fir" ar y ca d y G H nH a.i. .A... 2 5 PT ., van t 1 CI MOT- VeL A M, oil toot Acl 3LILDING SYSTEMS. IN( 11 fir L 4% -ON El FA. XA7D qv SI, Sl Hm IN( x xs;rr F,ec. x k S +FE"'9s1;,(.k as ter. vk j x sj s:: rrxx"s sr>, ras x 4' az as s W U? amft; ;9 ltTw nnY.iar C2:f4; RA` E F.as F+q'tli i j u f nd r esrE-2,11 z nu trf r i' f Js x." LiJ—j1.. .i a vn_ f,-e zc srxx^.a.H Y u:?-- Florida Building Code, Sixth Edition (2017) - Energy Conservation EnergyGauge SummitO Fla/Corn-2017, Effective Date: Dec 31, 2017 IECC 2015 - Total Building Performance Compliance Option Check List PERMIT 44 Applications for compliance with the Florida Building Code, Energy Conservation shall include: E] This Checklist E] The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. El The compliance report must include the full input report generated by the software ass contigous part of the compliance report. E] Boxes appropriately checked in the Mandatory Section of the complaince report. EnergyGauge Summit(R) Fla/Corn-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 10/10/2018 Page I ol'23 I JTJ fAj Short Desc: (-',0918486 Owner: Addressl: 6441'restle Point Address2: Lot 15 Description: Fox Properties it Y: State: Zip: Type: Office Class: Jurisdiction: SAN FORD. S EM I NOLF" COUNTY. 1, 1, (691500) Conditioned Area: 2025 SF Conditioned & UnConditioned Area: No of Stories: I Area entered from Plans Permit No: 0 Max Tonnage If different, write in: Sanfoi-d FL 32771 New Finished building 12000 SF 2025 SF 2.8 2) 3 Ton EnergyGauge Summit@ Fla/Com-2017, TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 10/10/2018 Page 2 of 23 Compliance Summary Component Design Criteria Result Gross F"nergy Cost (in 1.982.0 2,985-0 PASSED LIGHTIN6 CONTROLS FIXTERNAL LIGI ITING I IVAC SYS'1'1-',M PLANT WATE'R HEIATING SYS'IT"MS PIPING SYSTI"I'MS Met all required cornpliance born Check List? PASSES No Entry PASSES No Entry No Entry No Entry Yes/No/NA IMPORTANT MESSAGE E Info 5009 — -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summitt Fla/Com-2017. TAM 2017-1,0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 10/10/2018 Page 3 ol'23 CPR1-lFl/`A1`I()NS hereby certify that the plans and specificationscovered by this calculation are incompliance with the Florida Energy Code Prepared By: -------` ---~- BuUdiugDfUoia|: Commercial Energy Rater: 749 Date: 1 Date: certify that this Energy Code i4Owner Agent: [)are: 11 If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Boctricu Designer: Rug No: Lighting Designer: Reg No: Mechanical Designer: Reg No: Plumbing Designer: Reg No: 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 onsigned/sealed plans, EnergyGauge Summit@Fla8Com- 2U17TAM 2O17-1.OCompliant Software, Effective Date: Dec 31.2O17 Florida Building Code, Sixth Edition (2017)'Energy Conservation|BC 2015'Total Building Performance Compliance Option 10/10/ 018 Page 4uf23 onservation 1,2017 on Y-1 /J. RMTOINW- Applications for compliance with the Florida Building Code, Energy Conservation shall include: This Checklist The full compliance report generated by the software that contains the projectject summary, compliance summary, certifications and detailed component compliance reports. E] The compliance report must include the full input report generated by the software as contigous part of the compliance report. E] Boxes appropriately checked in the Mandatory Section of the complaince report. E C 3 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1 .0 Compliant Software, Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 10/ 10/2018 Page I cif 23 SIT-11MMIN Short Desc: ('0918486 Owner: Addressl: 644 Trestle Point Address2: Lot 15 Description: Fox Properties City: State: Zip: 1ype: Office Class: Jurisdiction: SANFORD, St"IMINOLE COUNTY. FL (691500) Conditioned Area: 2025 SF Conditioned & UnConditioned Area: No of Stories: I Area entered from Plans Permit No: 0 Max Tonnage If difTerent, write in: Sanford 1111 32771 New Finished building 12000 SF 2025 SF 18 2) 3 Ton EnergyGauge Summit(R) Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 10/ 10/2018 Page 2 of 23 Compliance Summary Component Design Criteria Result Gross Fnerg Cost (in L982.0 2,98-5.0 PASSED IyLIGHTING CONTROLS EXFFIRNAL, LIGHTING I IVAC SYST11"M PLANT WATEIR I IF"NI'l NG SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES No Entry PASSES No Entry No Entry No Entry 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-2017. TAM 2017-1 .0 Compliant Software, Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 10/ 10/2018 Page 3 of 23 CEAT}FlCNTT0NS hereby certify that the plans and specifications coveredbvMh|sma|cubdionanainoonlpUanrevvhhthe Florida Energy Code Prepared By: ___= Building Official: Commercial Energy Rater 749 Date: 10-10-18 Date: certify that this building is in 11Energy Efficiency Code Owner Agent: Date: y If Required by Florida law, I hereby certify that the system design is in compliance with the Florida Energy Efficiency Code 6`iteo: Reg No: 11"lectrical Designer: Reg No: Lighting Designer: Reg No: 8e*hnnoJDmsigocc Reg No: P|umhingDmuignor: Reg No: 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 oosigned/sealed plans, EnergyGaugaSummit( R)FlaKCum-2O17.TAM 2017-1,UCompliant Software. Effective Date: Dec 31.2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option O/|O/ 018 Page 4oy2] CITY OF k 40PERMIT APPLICATIONRD BUILDING DIVISION Application No: Cf — On oc)o Documented Construction Value: $ Job Address: -rc-.,Yq jpf,,4jtr;1, fLf'Historic District: Yes E]NoR Parcel ID: 7 1 — 19 — \,V — 9!Q ResidentiaIE] Commercial & Type of Work: New ErAdditionEl AlterationEl RepairEl DemoEl Change of Use 11 Move El Description of Work: overbec" 4,"1120 V)(4 un rz:4rC4)nd Plan Review Contact Person: 6 c, (-C,00 Title: Phone: 00 7- 6X3 Fax- qo;7 32&-t;N&ail: Property Owner Information Name Z)L Fw L Phone: Street: Trn;*(e City, State Zip: Soy)-G2Z 3 2 7-71 Resident of property?: Contractor Information Name Phone: q6) 7- 328 - 1663 Street: Cot cevAr"( Lk-R D-1 Fax: A07- -q7C City, State Zip: Z77 . 5 State LicenseNo: ?ZZ qCGCX 110( Looj;,F. FL .,_( ?Cn, 3 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNINGTO 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 its indicated, I certify that no work or installation has commenced prior to the issuance of 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: 6"' Edition (2017) Florida Building Code NQjja: In addition to the requirements of this hermit, there tray be additional restrictions applicable to this property that niay be found in the public records of this county, and there tray 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 tune 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 die tune of submittal. The actual construction value will be figured based on the current ICC Vatuation'1'able 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 pertnit 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 ofOwner/Agent Date Print Owner/Agent's Namc Signature of Notary -State of Florida bate Owner/Agent is Personally Known to Me or Produced ID 'Type of ID l 2- Z 1T - t t Signature of Contracttor(Agent Date f Lao4,S 0 Print Contractor/Agent's Name QJ) ICI Signature of Nota , -State of Florida Date Contractor/Agent is 'ersona wn to or Produced III Type of ID KINSEY AREA SUCHER r°, Notary Public • State of FloridaBELOWISFOROFFICEUSEONLY '' MY Commission G 2 0 ozs Bonded through Nationat Notary Assn. Permits Required: Building Electrical Mechanical Plumbing zas L111 76at 7-3 Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIR 1 t BUILDING: C 01011-01azYIF.` CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE -FEES. PHONE: 407.688.5052 FAX: 407.688.5051 DATE: PERMIT NUMBER:'" BUSINESS/PROJECT NAME: ADDRESS: Xy CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ )C/O FIRE ALARM . WIRE SPRINKLER [ I HOOD [ 3PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY., YES NO TOTAL FEES: Fire Protection by Computer Design Freedom Fire Protection of Central Florida 601 Central Park Dr. Sanfor, FL. 32771 407)-328-1663 Job Name Trestle Point Lot 15 Building 644 Trestle Point Location Sanford, FL System 1 Contract 1 Data File Trestle Lot 15.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Freedom Fire Protection Page 1 Trestle Point Lot 15 Date 12-26-18 Hydraulic Design Information Sheet Name - Trestle Point Lot 15 Date - 12-26-18 Location - Sanford, FL Building - 644 Trestle Point System No. - 1 Contractor - Freedom Fire Protection Contract No. - 1 Calculated By Brandon Lupo Drawing No. - 2 Construction: ) Combustible (X) Non -Combustible Ceiling Height - 25 Occupancy - Oridinary Hazard 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 - 2000 System Type Sprinkler/Nozzle Density - .22 (X) Wet Make Globe D Area Per Sprinkler - 120 Dry Model GL8118 E Elevation at Highest Outlet - 25 Deluge Size 3/4" S Hose Allowance - Inside - Preaction K-Factor 8.0 I Rack Sprinkler Allowance - Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 723.160 Press Required 58.009 Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8-5-18 Cap. - T Time of Test - 10:00 AM Rated Cap.- Elev.- E Static Press - 67 @ Press R Residual Press - 63 Elev. Well Flow - 919 Proof Flow S Elevation - 0 U P Location - On Site P L Source of Information - Freedom Fire Protection Flow Test Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row Conven. Pallet Auto. Storage Encap. S R Double Row Slave Pallet Solid Shelf. Non T A Mult. Row Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Freedom Fire Protection Trestle Point Lot 15 Page 2 Date 12-26-18 City Water Supply: Demand: C2 - Residual Pressure: 63 D2 - System Flow 473,16 C2 - Residual Flow 919 D2 - System Pressure 58.009 Hose ( Demand) 250 Safety Margin 6.424 150 140 130 40 30 20 10 Computer Programs byHydro$yuInc, Ruute111 Windham N.H.USA 03087 Fittings Used SUDl0@rV Freedom Fire Protection Trestle Point Lot 15 Fitting Legend Abbre" Name G NFPA13Gate Valve 90' Grvd/WcElbow #1O J g0' Tee8nanohGmVic #2O L NFPA13Long Turn Elbow T MFPA13SO'F|m= thmTee Zaf Ames3OOUSS Units Summary Diameter Units Length Units Flow Units Pressure Units Page 3 Date 12- 26-18 f 3 /4 1 1% 11/2 2 3 5 O 0 10 12 14 18 18 20 24 O U O O Q 1 1 1 1 2 2 3 o 5 O 7 8 10 11 13 U U 2 3 4 3.5 0 5 8 7 85 10 13 17 20 23 25 33 36 40 O O 4.5 8 8 8.5 10,8 13 17 16 21 25 83 41 50 65 70 88 88 120 0.5 1 2 2 2 3 4 5 5 O 8 g 13 10 18 24 27 30 34 40 3 4 5 0 D 10 12 15 17 20 25 30 35 50 GO 71 81 81 101 121 Fitting generates aFixed Loss Based ooFlow Inches Feet U8Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types ofvarious diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and ClFactors of12Oexcept asnoted with ^ The fittings marked with a°show equivalent lengths values supplied by manufacturers based on specific pipe diameters and ClFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFoctonsofother than 120and diameters other than Sched4Uper NFPA. Computer Programs byHydmteoInc. Route111 Windham N8USA U3OO7 Pressure / Flow Summary -STANDARD Freedom Fire Protection Page 4 Trestle Point Lot 15 Deha 12-28-18 Node Elevation K-Fact Pt Pn Flow Density Area Pmoa No. Actual Actual neg. 1 25.0 O 10V8 no 26A 0.22 120 7.0 2 25.0 O 10.94 na 20.46 022 120 7.0 3 25,0 8 1114 na 207 022 120 70 4 25.0 8 11,55 na 2719 0.22 120 70 5 25.0 O 12.20 na 20,01 V22 120 70 0 25 0 D 13.35 nu 28,23 0.22 120 7 O 7 25.0 8 M84 na 26.40 0.22 120 7.0 O 25.0 8 10.99 na 2&52 0,22 120 7.0 8 25 0 8 1119 na 26,70 0.22 120 7.0 10 25,0 8 116 na 27.25 0.22 120 7.0 11 258 0 12.31 nu 28.07 022 120 7.0 12 25.0 W 13.41 na 293 0.23 120 70 13 25.0 0 12.54 na 20.33 0.22 120 7 O 14 250 O 1Z6 na 284 V22 120 7 O 15 25.0 8 12.04 na 28.67 0.22 120 r V 16 25.0 O 1335 na 2923 0.22 120 rV 17 25.0 V 1423 na 30.18 0.22 120 7.0 RN1 25.0 15.36 no RN2 25.0 15*3 na Rw3 25.0 16.83 na CM1 250 19.08 na CM2 25.0 19,78 no CM8 25.0 20n7 no CM4 25 O 25.86 na TAGR 25.0 2&52 na 8AGR 0.0 40,33 na 8FP1 0.0 47.99 ou BFP2 0.0 55,28 nu TEST 0.0 58.01 na 250V The maximum velocity is 13.83 and it occurs in the pipe between nodes 12 and RN2 Computer Programs byHydmteoInc. Route111 Windham N8USA 03087 Final Calculations - Hazen -Williams Freedom Fire Protection Page 5 Trestle Point Lot 15 Date 12-26-18 Hyd, Qa Dia. Fitting Pipe Pt Pt Ref, ItGO or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 26.40 2,203 0.0 9,125 10.890 K Factor = 8.00 to 120.0 0.0 0.0 0.0 2 26.4 OM59 0.0 9.125 0.054 Vel = 2.22 2 26.46 2,203 0.0 9.125 10.944 K Factor = 8,00 to 120.0 0.0 0.0 0.0 3 52.86 0.0212 0.0 9.125 0.193 Vel = 4.45 3 26.70 2,203 0.0 9,125 11.137 K Factor = 8.00 to 120,0 0,0 0.0 0.0 4 79.56 0.0452 0.0 9.125 0.412 Vel = 6,70 4 27.19 2.203 0.0 9.125 11.549 K Factor = 8,00 to 120.0 0.0 0.0 0.0 5 106.75 0.0777 0.0 9.125 0.709 Vel = 8.99 5 28.01 2.203 0,0 9.125 12.258 K Factor = 8.00 to 120.0 0.0 0.0 0.0 6 134.76 0.1197 0.0 9.125 1.092 Vel = 11.34 6 29.23 2.203 00 11.670 13.350 K Factor = 8M to 120.0 0.0 0.0 0.0 RN1 163.99 0.1720 0.0 11.670 2.007 Vel = 13,80 0. 0 163. 99 15.357 K Factor= 41,85 7 26.46 2.203 0.0 9,125 10.939 K Factor = 8.00 to 120.0 0.0 0.0 0.0 8 26.46 0.0059 0.0 9.125 0.054 Vel = 2.23 8 26,52 2.203 0.0 9.125 10.993 K Factor = 8,00 to 120.0 0.0 0,0 0.0 9 52.98 0,0213 0.0 9.125 0.194 Vel = 4.46 9 26.76 2.203 0.0 9.125 11.187 K Factor = EIM to 120.0 0.0 0.0 0.0 10 79.74 0.0454 0.0 9.125 0.414 Vel = 6.71 10 27.25 2,203 0.0 9,125 11.601 K Factor = 8,00 to 1200 0.0 0,0 0.0 11 106.99 0.0780 0.0 9.125 0.712 Vel = 9.01 11 28.07 2.203 0.0 9125 12.313 K Factor = 8.00 to 120.0 0,0 0,0 0.0 12 135,06 0.1201 0.0 9.125 1.096 Vel= 11.37 12 29.30 2.203 0.0 11.670 13.409 K Factor = 8.00 to 120.0 0,0 0,0 0.0 RN2 164,36 0.1728 0.0 11.670 2.016 Vel = 13.83 0. 0 164. 36 15.425 K Factor= 41.85 13 28.33 2.203 0.0 9.920 12.538 K Factor = 8,00 to 120.0 0.0 0.0 0.0 14 28.33 0.0067 0.0 9.920 0.066 Vel = 2.38 14 28.40 2.203 0.0 9.920 12,604 K Factor = 8.00 to 120.0 0.0 0.0 0.0 15 56,73 0.0241 0.0 9.920 0.239 Vel = 4.77 15 28.67 2.203 0,0 9.920 12.843 K Factor = 8.00 to 120.0 0.0 0.0 0.0 16 85.4 0,0515 0.0 9.920 0.511 Vel = 7.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Freedom Fire Protection Page 6 Trestle Point Lot 15 Date 12-26-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref, "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 to 17 17 to RN3 RN1 to CM1 RN2 to CM2 29.23 2.203 120.0 114.63 0.0887 30.19 2.203 120.0 144.82 0.1366 0.0 144.82 163.99 2203 2J 120.0 163.99 0.1720 0,0 163.99 164.36 164.36 0.0 164.36 0.0 9,920 13.354 0.0 0.0 0.0 0,0 9,920 0.880 0.0 17.500 14.234 0.0 0,0 0.0 0.0 17,500 2.391 1&625 23.186 2.000 15.357 0,0 21186 0.0 0.0 25.186 4,333 K Factor = 8.00 Vel = 9.65 K Factor = 8.00 Vel = 1219 K Factor= 35.52 Vel = 13.80 19,690 K Factor= 36.96 2.203 2J 23.186 2.000 15.425 120.0 0.0 23,186 0.0 0.1728 0.0 25.186 4.351 Vel = 1183 19.776 K Factor= 36.96 RN3 144.82 2.203 2J 23.186 2.000 16.625 to 120.0 0.0 23.186 0.0 CM3 144.82 0.1367 0,0 25.186 3,443 Vel = 12,19 0.0 144.82 20.068 K Factor= 3233 CM1 16199 4.31 00 13170 19,690 to 120.0 0.0 0.0 0.0 CM2 163.99 0.0065 0.0 13.170 0.086 Vel = 3.61 CM2 164.36 4.31 0.0 12.330 19.776 to 120,0 0.0 0.0 0.0 CM3 328.35 0.0237 0.0 12,330 0.292 Vel = 7.22 CM3 144.81 4.31 11 9356 114,750 20.068 to 120,0 0.0 9,756 0,0 CM4 473.16 0.0465 0,0 124,506 5.790 Vel = 10.41 CM4 0.0 4.31 11 9,756 47.420 25.858 to 120.0 0.0 9.756 0.0 TASR 47116 0,0465 0.0 57.176 2.659 Vel = 10.41 TASR, 0.0 4.31 1 Eql 1.394 21.000 28.517 to 120.0 0.0 1.394 10.828 BASR 473.16 0.0465 0.0 22.394 1.041 Vel = 10.41 BASR 0.0 4.07 1 L 9.559 177.420 40,386 to 150.0 0.0 9.559 0.0 BFP1 47116 0407 0.0 186,979 7,607 Vel = 11.67 BFP1 0.0 4,1 2L 17.44 5.000 47.993 to 140.0 1 T 29.067 46.507 4.973 Fixed loss = 4.973 BFP2 473,16 0.0446 1 Zaf 0,0 51,507 2,297 Vel = 11,50 BFP2 0,0 4.07 1G 3,186 22.880 55.263 to 150.0 1L 9.559 44.609 0.0 TEST 473.16 0.0407 1T 31.864 67,489 2.746 Vel = 11.67 Computer Programs by Hydratec Inc. Route 111 Windham N,H, USA 03087 Final Calculations - Hazen -Williams Freedom Fire Protection Page 7 Trestle Point Lot 15 Date 12-26-18 Hyd, Oa Dia Fitting Pipe Pt Pt Re[ ^C^ or Fhnga Pe Pv Notes Point Ot Pf/Ft Eqv. Ln, Total Pf Pn 250,00 Oa= 250.08 72316 68.009 KFachzr= 94.95 Computer Programs byHydmteoInc. Route111 Windham N8USA 03087 FREEDOMREIrreiction, of CENTRAL FLORIDA.Inc 601 Central Park Drive, Sanford, FIL 32771 Phone: ( 407) 328-1663* Fax: (407) 3284768 Fire Sprinkler System Material Data & Hydraulic Calculations PROJECT: Trestle Point Lot 15 Warehouse 644 Trestle Point Sanford, FL 32771 FROM: Freedom Fire Protection of Central Florida, Inc. 601 Central Park Drive Sanford, Florida 32771 DATE: December 27, 2018 DEscRiPTION AND OPERATION QUICK AUTOMATIC SPRINKLERS GL SERIES UPRIGHT* " PENDENT K]u y HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) The G beDu kResponse GLQeheo Sprinklers are elow pu yet durable whichwhichutilizesutilizeso 3mm frangible glass ampule aethe Vvannooano ve element, This provides sprinkler opemtionappmximmbayo times faster than ordinary npdnNeno, While the Quick Response Sprinkler provides on aesthetically pleasing appeuxence, it can beinstalled wherever standard spray sprinklers are spedfiedwhen aUowedbythe applicable standards, toffers the additional feature ofgreatly increased oufeb/tulife and is available in various aty|ea, orifioay, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the dineodonofoppro ngoutho/iheshaving jwriodidion, The heu ofGlobe's 8LSeries sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains o precisely measured amount of uid. When heat is absorbed, the Uquidvvithinthe bulb expands increasing the internal pressure. At the prescribed temperature the internal pnanouve within the ampule exceeds the strength of the glass causing the glass tooha er, This resukminwater discharge which indiabibuted inunapproved po#erndepeodinqunnnthe de ctoratv|eused QUICK RESPONSE UPRIGHT CONVENTIONAL QUICK RESPONSE 8 VC{L DATA PENDENT VERTICAL See n* veme de xApprovalsand Specficadono, SIOEVV4LL Temperature RaUnga- 135°F(57^C).155.F(G8~C). 17G"F(79°C).2OO°F(93,{).28S^F(141~[) VVaherVVod ngPressure RaUng-175psi (128mm) Factory tested hydroetaboaUyto5OUpsi (34Bam) WY aximum|owbampenatuoeg|oosbu|broUngia-O7^F(' 55°C) QUICK RESPONSE vv Framo-bronze ° DeOector-brmam ° 8ore-bnuom HORIZONTAL LPCA:E Lodgement VVire- stainlesssteelwS|OEVVALL HORIZONTAL Bulb seat ' copper 9 Spring - nickel aUoy * Oew|-teOon S!oEVVALL Bulb - glass with alcohol based solution, 3mmsize SPRINKLER NE A and COLOR CODING 4077mRPARKDRKUE, ST/NDISH.MICMGAN4865V 989-846- 4588 " FAX988-846-8231 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT, PENDENT . VERTICAL SIDEWALL HORIZONTAL SIDEWALL . CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 4.2 } 59 metric) 5.6 (80 metric) 7.8 (111 metric) 8.1 (116 metric) 1/2" NPT 1/2" NPT 1/2" NPT 1!2" NPT 3/4" NPT 2 1/4" (5.7cm) 2 1l4" (5.7cm) 2 1/4"' (5.7cm) 2 1/4" (5.7crn) 2 7/16" (6.2cm} Factory EireChrome White Polyester' Black Polyester x' METRIC CONVERSIONS ARE APPROXIMATE. HORIZONTAL SIDEWALL IS 2 9116". FINISHES AVAILABLE ON SPECIAL ORDER, AVAILABLE AS cULUS LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. Appnio / q STYLE SIN MODEL K FACTOR HAZARD' 135T 1557 175T 200T 286T cULus FM LPC CE NYC - DOB 57'C 681C 79'C 93°C 14VC 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 5.6 LWOH X x x X x X X X X X GL8115 7.8` LH/OH X X X X X X x GL8118 8A LH/OH X X x X x X X X x X GL2801 2.8 LH X X X X X X X PENDENT ? GL4201 4.2 LH X x x x x X X GL5601 5.6 MICH X X X x X X X X X X GL8101 7.8' LH/OH X x X X x x X x GL8106 8A LH/0H x X X X X x X X x X VERTICAL GL5632 5.6 LH X X X X x X X SIDEWALLt GL8133 8A LH X X x X X X GL2826 § 2.8 LH X X X X x X X HORIZONTAL GL4226 § 4.2 LH X x X X X x X SIDEWALL GL5626 § 5,6 LH/OH X x X X x X X X GL5627a 5,6 LH/OH x X X X X X X GL8127 § 8.1 LHIOH X X x x X X CONVENTIONAL GL5624 5,6TLH/OH X x X X X X X OLD STYLE} GL6125 8-1HIOM X X x SrRumLERS SHALL BE LIMI I EU AS PLR THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 1Z' BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OH: ORDINARY HAZARD W 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). 4077 AIRPARK 989 846 4583RIVE STANDISN, FAX918 -8 6 9231 A `i N 1-800-248-0278 www.globesprinkler.com JUNE2012 PRINTED U.S.A. BULLETIN GL5615,REV, #9 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company ixarecognized producer of quality pipe products, Our Schedule 10 and Schedule 4Vare FM Approved and UL Listed (for U.S. and Oonmda), even though these products do not require separate approvals and listings, Bull Moose Tube made the decision Vuhave them approved and listed for your peace n[mind, OurSoh, 1Uand Soh.4V have been through the same rigorous testing as our other fine pipe products, Schedule 10 Pipe Schedule 40 Pipe QwV Moose Tube's 8ch. 10 and Soh. 40 pipes are mouo to ASTM A135 and KGTM A795, These products are typically supplied with our protective coating but can be supplied without the coating on they can be hot -dip galvanized to meet FM requirements for use in dry systems in mocnngunoe with the zinc coating apan( fioahunm of ASTm A785 or AGTM A53All Schedule 10and Schedule 4Opipe has upressure rating o[30VPSI. 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 importantstepsmayresultinimpropercouplingassembly, causing leakage, Also, check the manufacturer's instructions for the specific fitting used. 181ec* rksn nwo For additional information, c v m^m.w000mr wmvm wv M rw a"rwp r w« m s r mmw em ouo)nor-2u4s (6xo)ou7-2a0nmthe USA, orfrom Canada ACMmrnvwnv call (om)oou-4emo APPROVED AN information contained he°~""=urateas known mthe W^ mituweation oullw°se Tube =e"^"the fight * change product spociv"""on,without "wceand without incurring ^bfigat~ MllrI-LIJ Corpomte Offices New Yotk Plent 3421 Old Vestal Road, Vestal, NY t3850 GRASTICI%Inc. 800436.4350 607.729.9381 Fax: 607.729.6130 American-madeproducts since 1970 PVC MUNICIPAL WATER DISTRIBUTION PIPE (4 - 12") Scope: This submittal designates the general requirements for 11Bviasticized —P—olyvin I * -ial W Pi e _fromcomound with a cell classification 12454 ass _deftnq4_jjA M t dard I} 1784 Pipe. All pipe shall meet the requirements of AWWA C900, UL 1285, FM 1012, CSA 131373 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 NSFo 61—G, NSFv 14, NSF,0 pw-Cr (Potable Water), and NSFOfs (Underground Fire Set -vice per ULI 285 Standard). The gaskeLed joint shall meet the requirements of As'rM D-3139, and the joint gasket shall conform to ASTM F-477. Pipe shall be furnished in laying lengths of 2W (+(- I"). 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 Reclaimed Water application. Print legend will include the marking "Reclaimed 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 product-, do not bear the NSF, CSA & 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 Wall Max 00 Reference L" Dimension Min/ Max) 4 100 25 18 14 NSF, CSA NSF. FM, CSA, BNQ NSF, FM 165 235 305 4. 800 0. 192 5,920 4375 4. 625 0. 26' , 6.055 0. 343 6,220 6 150 25 NSF, CSA 165 6. 900 0. 276 0383 8. 300 8. 450 5375 5, 875 18 14 NSF, FM, CSA, BNQ NSF. FM, CSA, BNQ 235 305 0.493 8,560 8 200 25 18 14S F, CSA NSF, FM, CSA, BNQ 165 235 9.050 0, 362 10,730 6, 375 6. 875 0. 503 10.920 14 NSF. IN, CSA, BNQ 305 0.646 11310 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 13510 12 300 25 NSF, CSA 165 13. 200 1 0. 528 15.465 7375 7. 875 18 Mr, FM, CSA, BNQ 235 0.733 15.790 14 NSF, FM, CSA, BNQ 305 0.943 1 16.010 FM Approved pipe available upon request, lint Dal) qffpe<> Oi UL1285 Page I of Updated 04/2014 T977.:,M_:PuT% Corporate Offices New York Plant 3421 Old Vestal Road, Vestal, NY 13850 ra PLaSTICS9 Inc, 800.836.4350 607.729,9381 Fax: 607.729.6130 Atirteric,an-made producrsvince 1970 PVC MUNICIPAL WATER TRANSMISSION PIPE (14 - 24") Scope: This submittal designates the general requirements for UWJLsLicikLd Poly, i I htoride Municipal WaLer Pi rQm caWound wilb a cell glListficgtign 12454 gs L - -_ Pipe: All pipe shall meet the requirements of AWWA C905, UL 1285, 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 NSFq,61-G, NSF,&14, NSF,&pw-G (Potable Water), and NSFiils, (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 furnished in laying lengths of 20' (+/- 1"), Other lengths may be available upon request. Depth of Entry 150 Max. O.D. A Laying Length L 201 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 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 U' Dimension Min/Max) 14 350 25 21 18 NSF, CSA NSF NSF, CSA, BNQ 165 200 235 15,300 612 18.750 8.000 9.500 729 850 1&750 18.750 16 400 25 21 18 NSF, CSA NSF NSF, CSA, BNQ 165 200 235 17A00 696 21,000 9,750 M250 829 21.000 967 21.000 18 450 255 21 NSF NSF 165 200 19.500 780 929 1083 24.000 1 24,000 24.000 10.500 11.00018NSF235 20 500 25 21 18 NSF, CSA NSF NSF 165 200 235 21.600 864 26.000 10.500 11.000 1.029 26.000 1.200 26.000 24 600 41 100 25.800 629 31.000 11.000 11000 32.5 NSF 125 794 31,000 25 NSF 165 L032 31.000 21 18 NSF NSF 200 235 1.229 31.000 l.433 31.000 Iniolana., -1 Page 2 of 3 UL1285 Updated 04/2014 corporate oftes New York Plant 3421 Old Vestal Road, Vestal, NY 13850 r2pumcstinc. 800,8364350 607.729.9381 Fax: 607.729.6130 American -made liroducts since 1970 PVC MUNICIPAL WATER TRANSMISSION PIPE (30 - 48)) Scope: This submittal designates the general requirements for UWlastici-Ked PolyvinL yl Chloride MuLtciDal W toLLtpe fro- u d nth a cell cla55ifiggtion Pipe: All pipe shall meet the requirements of AYyA__C_-2Q5_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' (+/- I"). Other lengths may be available upon request. J- _Depth of Entry 15" Max- O.D. A Laying Length L 201 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 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 Listing Mark, as they are used for different applications. C-905 Water Pipe Size and Dimensions Nominal Metric Dimension Pressure A" Average (OD) Minimum Max OD L" Dimension Size Size (in) mm) Ratio (DR) Class (psi) Outside Diameter Wall Reference Min/Max) 41 100 780 38.500 30 750 32.5 125 32.000 12.62598538,500 25 165 t.280 38.500 13.625 21 1 200 1.524 38.500 L2 too 934 45.000 12.875 36 900 5 125 38.300 1.178 45.000 25 165 t3,875 1,532 45.000 st 80 872 51000 15 .750 41 too 1 .095 52.00042105044,500 l&75032.5 125 1,369 52.000 51 80 996 58.500 15.875 L239 58.5004812004110050.800 1 16.875 125 1 563 58,500 1 Page 3 of 3 Updated 04/2014 5PF/7PtVIL- 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 UVULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilind.com or contact your local Anvil Representative, ras TiC usTEOe APPROVEDVdS r« ux.gre,v"ai oau w »ma e..m axa ro a wmv. atmliMl.cam a ctaMaG an MvA" Selat Ra(MNRnAWa. MATERIAL SPECIFICATIONS HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65.45-12 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval -neck track head bolts conforming to ASTM A-183 Grade 2 with a minimum tensile strength of 1 10,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or SAE 1995 Grade 2, Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval -neck track head bolts made of carbon steel with mechanical properties per 150 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: Rust inhibiting point Color: ORANGE (standard) Hat Dipped Zinc Galvanized (optional) Other available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an Anvil Representative. LUBRICATION: Standard Gruvlok Gruvlok XtremeTM required far 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 (Service Temperature Range)(-40°C to 65°C) Recommended for wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruvlok XtremeT lubricant is required. Grade " E" EPDM (Green color code) 40° F to 230°F (Service Temperature Rongel(-40°C to 110°C) Recommended for water service, diluted acids, alkalies solvl?ons, oil - free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. II Grade "EP" EPDM (Green and Red color code) 40° F to 250°F (Service Temperature Range)(-40°C to 121 °C) Recommended for water service, diluted acids, alkalies solutions, oil - Free air and many other chemica( services. NOT FOR USE IN PETROLEUM APPLICATIONS. GASKET TYPE: 0 Standard C Style Flush Gap PROJECT INFORMATION Project nAppraved APPROVAL STAMP Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date:^ Notes 1: Notes 2: 4. 12 Isom= ZpF/RN L 1M M, 7! AMAA4 C-4 RIGID COUPLING Nominal Pipe Working Max.;;; Max. oxM Coupling DimensionsRangeofPipe Coupling Bolts Wr-s'—, Specified Torque § Approx. Size O.D. PressureA End LLoad End S eporation X Y Min. Max, M. Ea. 1 1.315 300 MMm 407 MINE 0-1/32 MUM 21/8 MMZ 4 now MA SMAMUM 1 2 Ma x 2/4 30 45 1.2 25 --- 33,4 701 1,81 0-019 60 I PO 60 O S T6— 60 300 649 O 1/37 7'/4 10-2— 4% 11/4 2 S7 X TA 30 45 I'S 0-019 10 11I46 MIOX5 60 07 11/2 1,900 300 851 O-V12 j 1& 41/, NA P 1/8 X 2 1/4 30 45 1,7 378 0019 1 IN 48 M l0 x S7 PO 60 06 300 1329 016, 3 1h a 2 2 re x TA 30 45 1,9 so 603 201 5.91 0-079 89-- IN 4110x5l 40 60 0.9 2 h 87S 300 1,948 0-1/ii 4 6 SI 7 2 X V/2 30 45 1.9 65 13.0 20.7 8.66 0-079 102 152 51 M10m 63 40 60 0,9 30.0. 2.996 300 2,115 0 "i, Vj C3 114 2 11X2!1 30 45 12 761 _ 761 3500 20.7 9,41 --- 0,79 IOS 156 48 MIOx 63 40 60 1.0 3 300 2,886 0-'/1' 6, 6/- 2 2 x 21/, 30 45 2.4 80 _ 88,9 — 201 1214 0079 121 168 51 M10x63 40 60 I 4 4SO0 300 4,771 O-Y32 V/0 73/4 2As 2 1/1 x 2'/? 30 45 3.2 Loo lio 00 201 21,72 0138 149 197 54 WOW 40 60 14 Fi 0A TS 300 7q/ 0?>a 61, 9", 2 1,0 80 To—o T 1393 139,7 0 20.7 31.70 0-2.38 175 235 S2 M12x76 110 ISO 2,2 5 5 55 300 7,292 n 2 y, 2 6 x 3 80 100 4.S 125 1413 201 3244 02.36 176 230 52 M12T76 110 ISO 10 AW.D. 6,500 300 9,955 opw Iiii 101/0 24 2 Srx3 80 100 5 16S.1 165.1 625 20.7 44.78 TO,341 0-2,38 207 264 54 M 17 x 76 110 ISO 2.6 6 3-00 0-3/,, 8/4 103/, 21A 2 3/, 80 100q15066 S:81 ISO _ LO 3 201 46,00 38 264 S4 MlhV 110 2.6 8 8,625 300 17,528 O-? 10 I Ov 1 YA 2 16 2 yd X 3 "b GO 130 10,8 200 _ 219.1 To. 201 — 1197 02,38 267 337 64 M16 X 89 130 175 4.9 io 750 3-00 27,729 0-'/32 13 16% 25A 2 1/8 x 5 180 220 21) 250 — 20.7 121.17 02.38 331 425 61 M22 x 125 245 298 9,6 12 12.7S0 300 38,303 0432 15% 1 TA 2Y, 2 74 , 5 1/2 - 180 220 27.4 300 3219 201 170.38 02.38 , 391 489 67 M22 x 140 245 298 12.4 Range of Pipe End Sepvation valves we For roll grooved pipe and may be doubled for cut groove pipes, 1. Working pressure and/or end lood are total allowable, based on standard weight steel pipe, coil or cut grooved. I1a WARNING 2, 0,iis lime field test pmsvro may be increased to 1,6 limits the figures listed above. Ford rpis syowu and hftzff applications For o"tional Ball Toque, Wormotiori see Technical Data Section. tu ication of the gasket is required, no A -Working Pressure Ratings are (or reference only and based onSck. 40 pipe, For tfm latest UL/ULC, FM, VdS and LPCB pressure Gnn,11*0 Xtritatit- Lubricant is required, rating, versus Pipe scNick,le, please visit onvilinfl,com or contact your local Anvil Representative. Cilher sizes available, contact an Anvil Representative. FP-4.12 Short Pattern 90' Elbow 5PF/FINVL 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.anvilinti.com or contact your local Anvil Representative. C to E Q.Q. A enter Approx. to7272175 End Wt. Ea. 1%, I1.5 TO 0.1 zit 2.s75 3 2.1 65 3 T.? 0 16 1.0 3.5Q0 3sfi 3.6 80 889 86 16 4 4.500 4 5.8 t00 114.3 101 16 6 6.625 5Y: tl.$ t5P 168.3 t40FF4 5.3 8 8,625 6'h21.1 200 119,1 US Additional sizes available, mwoa on Anvil Repesentotive. a rs,u OcVLuEVdS 11A7Ee APPRaYEa rm rm:garn ramt cxwase uw tmaahxe. aweauae a wmv.emANneCum muhNa4t 8n MM3ale4 Repw.ertafNa. MATERIAL SPECIFICATIONS In CAST FrMNGS: Ductile Iron conforming to ASTM A-536, Grade 65.45-12 COATINGS: Rust inhibiting paint Color: ORANGE (standard) or Flat Dipped Zinc Galvanized conforming to ASTM A-153 (optional) Cher available options: Example: RAL3000 or RAL9000 Series ELBOW SHORT PATTERN FITTING PRESSURE •eM• to 6,10 t4 11 ^ y ¢''bt syY' i4'" 'b h ., S k. {' $ j ' 4 1 3 k e IUs< n t S it) 16 RO Flow Rate (Rlsec.) For Fig, SE-1 90' grooved end elbows use the value shown. Note: Above values are thown for ScWUe 40 pipe to be consistent with indosh practices, PROJECT INFORMATION Project: m Approved t• Y r 1 I STAMP Address: Approved as noted Contractor: E] Not approved Engineer: Remarks: Submittal hate: w _ Notes1: Notes 2: co e,n Short Pattern Tee 5PF/ANVIL- 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 UL/ ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.onvilintl.com or contact your local Anvil Representative, I G'.."_to E_ I Q.D. C to E A Nominal ST-1 Q D TEE enter Apprax. Size to End Wt. Ea. 2 2.375 2Y4 2.9 50 60.3 70 13 211h 2.875 3 4.6 65 73.0 76 2.1 3 3.500 3% 6.9 80 88.9 86 3.1 4 4.50() 4 10.9 100 114.3 102 4.9 6 6.625 5'1h 2M 150 1683 140 113 8 8.625 b'/ 42.1 200 219.1 115 191 C&S <FM> V L%M APPROVED Fa lNe pstrgxovM D.bd.W lkMetwa 10ft a¢ w bWW a wvmlArniu.wn .—.0 N AnIO' S.W R.pr-1*11 t CAST FIiTIINGS: Ductile Iron conforming to ASTM A•536 COATINGS: Rust inhibiting paint Color GRANGE (standard) or Hot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) Other available options: Example: RAL3000 or RAL9000 Series 0' TEE SHORT PATTERN PRESSURE DROP to 14 v,'S ,e{ Est" z o. v` 4 inch 12 ,,; as€ t " 3Mkhxp 10 2 Bch s e 201015 Flow Rate (ttleec.) For Fig. ST-I grooved end tee branch use 21/1 times the value sham. For Fig. ST I grooved end tee run use the value sham. Notes Above values are shown for Schedule 40 pip* to be consistent with industry proctices, PROJECT INFORMATIONt APPROVALt1 Project: Approved Address:Approved as noted Contractor: [[ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: rr-4. 14 SI FfRtWfL' A - Working Rmisure Ratings are for refe w cce only and hosed on Sch. 40 pipe. For the latest UUUt.C, and FM pressure ratings versus pipe schedule, please visit anvifind.aom or contact your local Anvil Representative_ D Ay <rns> TEA APPROVED f}prwat Owls.M t.k "—s, Rate. w«w.erniird.—. AnNP Saks Rrrxe9Mtatb> a Dimensions: ASME B 16.3 Material ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.24.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE, Ductile iron fittings have higher !ensile strength than that of steel pipe. Therefore, over fightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should he fightened approximately three turns beyond hand fight, but no more than four turns. PROJECTINFORMATION Project: Approved APPROVALMP Address: Approved as noted Contractor: Not approved Engineer: _ Remarks: Submittal Date: Notes 1: Notes 2: --__ SPFl01-1.15 Straight Tee A A A - -I A - Working Pressure Ratings are for reference only and based on Sd,_ 40 pipe. For the latest UUULC, and FM pressure ratings versus pipe schedule, pleose visit anvilind.com or contact your local Anvil Rapresentatiw. UST14 APPROVED VAWW11 004te AM LMAa * Ir,Iwdxaib at w'Mx&1WiMi.Com a NM M IMP SnMn RepattHMrve. MATERIAL SPECIFICATIONS Dimensions: ASME B16.3 Material: ASTM A536 Grade 65.45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strenggth thon that of steel pipe - Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fitfings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT!' i Project: APPROVAL Approved Address: Approved as noted Contractor Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: tipNul-1.15 Flanged Fittings ANSI/AWWA CI IO/A21.10 V - 64" DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile min per ASTM A-166 PRESSURE: 250 PSI ratung for 1'- 48* sizes and 150 PSI raring for 54" - 64" TESTING: In accordance with ANSI/AWWA Ct t0/A2 1. to, Ul, and FM requirements LAYING LENGTH: 2* - 48"sizes in accordance with ANSI/AWWA Cl IO/A21.10 and ANSI B16.1 and 54' 64" sizes in accordance with ANSI/ AWWA C1531A21,53 (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 fining and coatings DRILLING: In accordance with ANSI/AWWA C I 10/A2 I . 10, ANSI/AWWA C I 53/A21 .53 and ANSI B 16,1 Class 115 Flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21,4 -- sizes I*- 3"single thickness and sizes 4'- 64" double thickness COATING: Asphaltic seal coat inside in accordance with ANSI/AWWA C104/A21.4 and prime coat outside APPROVALS: 2"- 12'Underwrlters 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: AB dimensions are in inches unless noted otherwise. 0 B'C. 0 0 FO.D. 0 0 0 Ale <*> AWWA Q.` 0 WAM MU" Flanged Fittings ANSI/AWWA CI IO/A21.10 METHOD OF DESIGNING OUTLETS OF REDUCING FITTINGS FOR SPECIFICATIONS Reducing Tees b b b b c c c c a Reducing on Reducing on Reducing on Reducing on Both Outlet One Run One Run and Outlet Runs (Bull Head) b Reducing Crosses d c d c d c a a Reducing on Reducing on Reducing on Reducing on One Run One Outlet Both Outlets One Run and Outlet and Both Outlets Reducing Laterals b b a b c b a 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 c c ba b b a a Right Hand Left Hand Right Hand Left Hand The largest opening establishes the basic size ofa reducing fitting. The largest opening is named first, except for bull head tees which are reducing on both runs and double branch elbows where both branches are reducing; die outlet is the largest opening and named last in both cases. In designating the opening of reducing fittings, they should be mad in order indicated by the sequence of the letters a, b, c and d. In designating the outlets of side outlet of side outlet reducing fittings, the side outlet is named last; and in the case of the cross which is not shown, the tide outlet is designated by the letter e. STAKPIMPRODUCTS 011 Page 40 Flanged Fittings ANSI/AWWA C110/A21.10 METHOD OF DESIGNING LOCATION OF TAPPED HOLES FOR DRAINS WHEN SPECIFIED R R S OT G.pt_ T T N F 90 deg. Elbow 90 deg. Elbow Tea Straight Size Straight Size VtT-Vl V T N 90 deg. Elbow Reducing Size Cross Straight Size HI) R R C S S M E('! PM K F T T F N Tee Reducing Size Cross Reducing Sin eTe R H ry RR LR EKS MEF.. T F T 'F T T N' Front View Side View Front View Side Yiew ' ' Side Outlet 90 deg. Elbow Side Outlet Tee 45 Deg. Lateral Straight Size Straight Size Straight and Reducing G 'I E R 'IT E tqFFHNETTRT 90 Deg. Base Elbow Base Tee Double Branch Elbow Straight and Reducing E H L K t-T RX YYSz T N M H K F G pa K TSR RST True Y 45 Deg. Elbow Reducer Eccentric Reducer The above illustrations show two views of the same fitting and represent fixings with symmetrical shapes, with the exception of the side outlet elbow and the side outlet tee (straight sizes) J 4S 8 IY ANIFIL 1"4 2 vcATtxui RriGl<TT,REU TRAPPMARK OP STA0. MPG PRODUC"rf Fa STAR' PIPE PRODUM NOVSTON fARPOgATE TOI.I,PRRR I l00949SOjN PAX]A13SA-9AM rww.ucppsp,o4uwwm Page 41 Flanged Fittings ANSI/AWWA GI IO/A2I.10 0 Ucnna.m Rk(:i'I'ERlU'1'MU4:MAtUC DI 11AR PIP4 PRUUU(:I'S' STAR PIPE PRODUM, HOUSTON CQRPORATE TALL PRGEmt 80p 99g yPP9 PAX 36136 94W wwvAxpipepmdnct..cma Page 42 BASE TEES M'. offf z'^i ,.i" ,x:'• 'f.,na* 6;tt.er;`tu§S2'_ tj zki ,. ., .+#x„+,a,='a .1'ati;,....,::'r.:.". 6 t t H, Flanged Fittings ANSI/AWWA CI10/A21.1Q C..W IATI— Rki:h'AYRkt)TIUt)NMARK tIt'S'!%R PiPl: PRU4 U41 STAA PIFE PRpp4Ci'S k4UUSfOM CURFO&A26ITp>.I FR&61 pOp-R94.49R9F 1QI4SF}G00 Pagc 44 Flanged Fittings ANSIfAWWA CI I01A21.10 R R u Brio Under u Base Under Large End + Small End S J S Base [)ruling Doran on pg.4t VCAT 601 KEGIMUD TRADLWRKOV?TAR PIM PRODVCT3 STAR PIPHPRVDV NOUSfnN caaeo 7i TMLPRR@1lQO-999PA%191 k5l40a6 w' ww.r4xF'9v^Msnsan Page 45 I Flanged Fittings ANSI/AWWA CI IO/A21.14 rI _. 0, H H 1 J i T vcAT.U01 (CPIi,NP RM;ut>'t'LMD I KWIAARK OF WAR PIPE PRODUCII STM'PIPE PRODUCTS NOOTTONCORPOMT8TO4.PREEI IOP 9PPYl09P 3815569POP vw.a.pipaprodnrnsan Page 46 14x8 14 x t2 16x4 16x8 16 x 12 16 x 16 t8x8 18 x I2 t8 x 16 2Ox6 20 x 10 20x14 20x t8 24x6 24x10 Flanged Fittings ANSI/AWWA CIIO/A21.10 h uCnr unI RSCISTGRGD 2MDXM " OGSTAR PIRG PRODUCTS PIPS PRODUCTS NQUSTON CQePQ Tx TO44 PRESIMO.R9/NAxiPISSd-90q! wvw.auPiparyodu iacnm Page 47 Flanged Fittings ANSI/AWWACIIO/A21.10 Al 45' qlmw 'A VC&TtLolRWISCMD 11WAWW 7, TAR Plpk. OF', TAR STAR, PIM PRODUCTS Page 48 F T T14J L --A WAIMP0 Flanged Fittings ANSUAWWA CI IO/A21.1O Q v Q 7 T Q ---- Page 49 UCAY it of REGISTERED TRADEMARKOr STAR PIPE PRODUCTS STAR PIPE PRODUCTS HOUSTON lbRPO TE To "FREE 18 9" _ 110t S5—S" R' w tupprymdu'-nrom rA 1 Q FT T- 11 A GENERAL SPECIFICATIONS HEX BOLTS: PerANSI/ASMEB18.2.1 Material Per ASTM A307 GRADE B, Zinc Plated HEXNUTS: Per ANSI/ASMEB18.2.2 Material Per ASTM A563 Grade Aor B, Zinc Plated GASKETS; t/8' Thick Full Face Per ANSI/AWWACUO/A21.10and ANSI/AWWA C i I I /A21.11 Material PerASTM D1330 Grade It or ASTM D-2000 AA, Color RED (Temperature Range - 20° F to 170° F) 0 O Flanged Fittings ANSI/AWWA CI IO/A2I.I0 UVAIA2Rtil:iSt'IiREU-fNAURMARK CIF tyAR PINK P0.l1DU(:IS SfAR-PIPR PRODUCTS HOUSfON CORPORATRITOLL PRaP.1200.4R4 }ryp9 PA%U,. L, PW ww.nupipepmducH<om Page 50 with OS&Y gates) (with SGVIC valves) FEATURES Sizes: 0 2 1/2" O 3" 0 4" 0 6" O 8" 0 10" 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) 0 - with flanged end OS & Y gate valves (standard) 0 L - less shut-off valves (grooved body connections) U LM - less water meter U with remote reading meter L) with gpm meter (standard) Gl with cu ft/min meter 0 G - with grooved end OS&Y gate valves 0 FG - with flanged inlet gate connection and grooved outlet gate connection 0 PI - with Post Indicator Gate Valves (4"-10") UBGVIC - with grooved end butterfly valves ACCESSORIES 0 Repair kit (rubber only) 0 Thermal expansion tank (Model XT) 0 OS & Y Gate valve tamper switch (OSY-40) 0 Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include Qkq,) MODEL 350ADA SIZE in. mm WEIGHT WITHOUT GATES IbsI kp WITH OS&Y GATES ( GXF) it, kg VATH OS&Y GATES ( GXG) lbs. k9 WITH BUTTERFLY VALVES( GXG) ros. k 2 112 65 105 r47.5 207 94 199 90.3 123.8 6.2 3 80 1041 47 224 101.5 214 97 124A 56,5 4 100 91 1 41.3 245 711 2149 99A 123 55.8 6 150 141 64 377 171 193 87.6 8 200 302 137 778 353.2 4 16 6 410 186 10 250 355 i61 1040 472.7 527 239.3 iKIM r ___ 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 & VERTICAL) ASSEO Listed 1048 AWWA Compliant C510 (with gates only) CSAID Certified (4" - 8") ULV Classified C- ULO Classified FMOApproved 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 NORYLTM, NSF Listed MODEL360ADA with OS&Y option E O F e F MODEL 360ADA with E 8GVIC option F MODEL DIMENSION (approximate) 350 ADA SIZE n mm A in mm A WITH BUTTERFLY VALVES in mm 8 LESS GATE VALVES in mm C i mm D m mm OS& YQPEN in mm E OS& Y CLOSED in mm E WITH BUTTERFLY VALVES in mm F in mm G in mm 21/ 2 65 351/8 892 321/8 816 201/8 511 41/2 114 9 229 163f8 416 137/8 352 8 203 6 152 7114 184 3 80 361/8 918 33 838 201/8 511 41/2 114 9 229 18718 479 15518 397 8 203 6 152 7114 184 4 100 38 114 972 33 1/4 846 19 718 505 4 1/2 114 9 229 22 314 578 18 114 464129118232 6 152 8 203 6 150 47 114 1200 40 114 1022 25 7/8 657 5 1/2 140 1012 267 30 118 765 23 314 257 7 178 10 254 6 200 62 1575 55 1397 381/2 978 10 254 12 305 373/4 959 291f4 303 81/2 216 11 279 10 250 64 518 1642 58 1/2 1485 38 1/2 9T8 to 254 12 345 45 3/4 f 162 35 3l8 338 81/2 216 12 306 Attention: Model 350ADA grooved body) and Model 350DA flange body) have different lay lengths. Patent No. 5,913,331) DOCUMENT#: REVISION: 6F- 360ADA 1111 a FLOW CHARACTERISTICS MODEL 350ADA 2 112", 3" 6 4" (STANDARD S METRIC) FLOW RATES Ott) 0.0 12.6 25 z 37.9 15 2 1r2' (65mm) _ 0 10 w 5 0 0 0.0 200 400 600 FLOW RATES (GPM) MODEL 360ADA 6%6" S 10" (STANDARD 6 METRIC) FLOW RATES (11,) 63.1 126.2 169.3 a 0 1000 2000 FLOW RATES (GPM) O Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern 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. 3000 50 5 104 69 q 35 0 500 252.4 104 69 ua 35 0 4000 Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ftfsec T5 fusee 10ftlsec 15 ftJsec 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" 171 2644 3525 5288 PROTECTIVEENCLOSURE I 12"MIN, tD1 .ntA'Nr,,.sci 1' LM DIRECTION OF FLOW 'D MODEL 350ADABGVIC (VERTICAL INSTALLATION) MODEL 350ADA (OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE0 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 NoryIT" (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 Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. WILKINS a turn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone,8051238-7100 Fax:8061238.6766 IN CANADA: 2URN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V i L2 Phone:905t405-8272 Fax:9051405.1292 Product Support Help Line:1-877-BACKFLOW (11.877-222.5366) • Website: http:/hvww.zurn.com Page 2 of 2 tqcalFire & Building Products Technical Services; Tel: (800) 381-9312 / Fax: (800) 791-5500 Model 513 (13) Riser Manifold 1-112 thru 6 Inch (DN40 thru D111150) 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 1-1/2 thru 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 13D 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 (112,11 bar) Test Orifice 5,61K (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 defi- ciencies without first depressurizing and draining the system. Stop 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 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 Filing 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 waterflow 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 TFP962 Page 2 of 6 TFPS62 NO, DESCRIPTION QTY P/N 1 1.1/2' Manifold Body, Male x Female NPT ..... i N/A NOTES: Groove x Groove . . 1 N/A 1. Approximate weight. 11.2 lbs. (5,1 kg). 2 Watedow Alarm Switch: 2. ULC Listed Manifolds are equipped with VSR-SF with Paddle, Cover Tamper Switchos installed internal Ut./FM...... ........1 971-096-M to the Waterflow Alarm Switches, VSRSF with Paddle and 3. CH: Common Hardware Cover Tamper Switch, UI.C/FM .............. 1 976-519.02 3 300 psi/2000 kPa Water Pressure Gauge .. 1 2341 T 3 10" (254,0 mm) 14-114' Male x Female NPT, 362,0 mm) Groove x Groove Manifolds Inspector's Testii-iB'(282,6mm) 8 Male x Male NPT $ Drain Valve Drain VaIva Manifolds (Normally set Normally to "Drain") closed) 0 1 j Mai 2 3 ^...__. 5-3116" _. 3.1/2" 19.1 mm) NPT 131. 8 mm) 88,9 mm) 6- 1/8- 155, 6 4-.---...._....__...-..... mm) 12. 5/8" 320, 7 mm) FIGURE 1 1- 112 /NCH (DN40) RISER MANIFOLD ASSEMBLYAND DIMENSIONS TFP962 21NCH (DN50) MANIFOLD NO. DESCRIPTION OTY, P/N 1 2" Manifold Body, Groove x Groove ....... 1 N/A 2 Waterflow Alarm Switch: VSC with Paddle, UUFM ............... 1 976-357-01 VSC with Paddle and Cover Tamper Switch, ULC/FM .............. 1 976.520-01 3 300 psi/2000 kPa Water Pressure Gauge 1 2341 2-1/2 INCH (DN65) MANIFOLD NO. DESCRIPTION CITY PIN 1 2-1/2' Manifold Body. Groove x Groove ... 1 N/A 2 Waterflow 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 psi/2000 kPa Water Pressure Gauge 1 2341 31NCH (DN80) MANIFOLD NO. DESCRIPTION CITY PIN 1 3" Manifold Body, Groove x Groove ....... I N/A 2 Waterflow Alarm Switch: VSC with Paddle. UUFM ............... 1 976-357.03 VSC with Paddle and Cover Tamper Switch, ULC/FM .............. 1 976-520.03 3 300 psi/2000 kPa Water Pressure Gauge .. 1 2341 41NCH (DN100) MANIFOLD NO. DESCRIPTION OTY PIN 1 4" Manifold Body, Groove x Groove ....... 1 NIA 2 Waterflow Alarm Switch: VSC with Paddle, UUFM ............... 1 976-357.04 VSC with Paddle and Cover Tamper Switch, ULC/FM .............. 1 976-520.04 3 300 psi/2000 kPa Water Pressure Gauge 1 2341 Page $ of 6 61NCH (DN150) MANIFOLD NO, DESCRIPTION OTY PIN 1 6" Manifold Body, Groove x Groove ....... i N/A 2 Waterflow Alarm Switch: VSC with Paddle, UUFM ............... 1 976.357.05 VSC with Paddle and Cover Tamper Switch, ULC/FM ...... ....... 1 976-520-05 3 300 psi/2000 kPa Water Pressure Gauge 1 2341 Manifold Nominal Installation Dimensions in Inches and mm Drain Size Weight Size A B C D E I F I G H Ibs.(kg) 2 Inch 16-3/4 13 9116 5-3/8 6-318 13-1/16 3.1/2 13.5 DN50 425,5 330.2 14,3 1365 1619 331.8 88,9 1" NPT 6,1 2-1/2 Inch 17-3/16 13 1 5.314 6-7l8 13-3/4 3.1/2 16.8 DN65 436,6 330,2 25,4 146,1 174,E 349,3 88,9 1.1l4' NPT 78 31nch 17-3/16 13 1 6 7-1/8 144/4 3.1/2 18.7 jl) BOL j431&j 0,2 4L 2,4 181,0 2,OL 88,9 1.114" NPT_ 8,5 41nch 20-1/2 13 4-5/16 7.9116 9-1/16 16-5/8 4.1/2 7 32tdDN100520,7 330,2 109,5 192,1 230,2 422,3 114,3 2"NPT 61nch 20.1I2 13 4-5/16 8-1/2 10 18.1/2 DN150 5207 330 2 109 5 2159 2540 469 9 II8 1683 2„NPT Drain Valve Normally Closed) 1 3 fo, I NOTES: A w 2 1. ULC Listed are equipped with Gower Tamperr Switches installed internal B to the Waterflow Alarm Switches, 2. CH: Common Hardware pl— Test C D & Drain Valve G Normally set E to "Drain") H F FIGURE 2 2 thru 6 INCH (DN50 thru DN150) RISER MANIFOLD ASSEMBLYAND DIMENSIONS Page 4 of 6 TFP962 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL CONDUCTOR single conductor is not ENDS SEPARATE Permitted to be looped around CLAMPING CONDUCTORS the terminal and serve as twoPLATE separate connections, TheTERMINAL wire must be severed in serve2Z INCOMING as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. IMPROPER CONNECTION METHOD OUTGOING PROPER CONNECTION METHOD WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS CONTACTS .. , ....... SPOT (Form C) LOCAL END OF LINE CONTACT RATING .... 5A @ 125 VAC SIGNAL 25A @ 30 VOC DEVICE RESISTOR NC NO NC NO* NC W'DM C COM QM CONTROL. POWER PANEL NO FLOW NON-SUPERVISEO STYLE B(CLASS B CONDITION CIRCUIT SUPERVISED CIRCUIT SEE NOTE) NOTE: For supervised circuits, see "Switch Terminal Connections' above. The Waterflow Alamo 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. COVER TAMPER SWITCH (ULC ASSEMBLIES ONLY) CONTACTS ... _ ..... SPOT (Form C) CONTACT RATING .... 3A C 250 VAC 5A Q 125 VAC imA @ 5 VDC min. NO % • NC COM CONTACTS SHOWN WITH COVER IN PLACE FIGURE 3 WIRING GUIDANCE TFP862 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 . 1 198-066.00 3 90' Compression Fitting Fitting ................ 2 CH 4 i"x 1/2" Roducing Hex Bushing .............. 1 CH CH: Common Hardware V65), D), or Ad Installer Fabricated 3/8" Copper Tubing Manifold Drain Trim 1.1/2" (DN40) ManF(Oid 1(0 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 formoni- toring proprietary and/or central sta- tion alarms. Paige 5 of 6 1-1/2" (DN40) Manifold only: To install optional Pressure Relief Trim on a 1.1/2" (DN40) Manifold, a 1/2" NPT outlet most be provided by the installer on the system outlet piping, and a connection back to the manifold drain trim must be fabricated with installer supplied 3/8' copper tubing. Discard unused trim cornponents. 1/2' NPT Installer Outlet Provided System Outlet Piping Q ro, Alarm/Flow Test Procedure Step 1. Place the test & drain Valve in the "test' position. Step 2. Fully open the drain valve. Make certain that drainage water will not cause any damage or injury. Step 3. Verify operation of associated alarms. Step 4. Close the drain valve. Step S. Place the test & drain 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 when 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. 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 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- 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, 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 waterflow alarm switch. 1.11-11.11-CiFfill Assemblies With Cover Tamper Switch 1-1/2 Inch (DN40) MT x FT . _ . ., . ..... PIN 4086 I - 1/2 Inch (131,140) MT x MT, PIN 4087 2 Inch (DN50) G x G ................ PIN 4090 2-1/2 Inch (ON65) GXG ............. PIN 4091 3 Inch (DN80) G x G ......... ...... PIN 4092 4 Inch (ON 100) G x G ........... PIN 4095 6 Inch (ON 150) G x G ............ PIN 4096 ULIFM Assemblies Without Cover Tamper Switch 1-1/2 Inch (ON40) MT x FT ............. PIN 4055 1-1/2 Inch (ON40) MT x MT .............. PIN 4056 2 Inch (DN50) GXG .............. PIN 4060 2-1/2 Inch (L)N65) G x G ........ PIN 4061 3 Inch (DN80) G x G ................ PIN 4062 4 Inch (ON 100) G x G ................ PIN 4065 6 Inch (DN150) 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, PIN (specify), 1-112: or 2". ..... . . I I . ... I PIN 4063 2-112 or 3"............... PIN 4072 4' or 6 .................. PIN 4073 Replacement Parts: Specify: (description) for use with Fig- ure 513 or 13 Riser Manifold, PIN (Ref. Figure 1 or 2, as applicable). TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Conforms with Federal Specification WW-H-171 (Type 23), Manufacturers Standardization Society ANSI'/MSS-SP-58 (Type 19 and 23) Material: Steel Setscrew trust be tightened and torqued onto the sloped side of the rbeam. CL Us F M ua ovca Recognizing that torque wrenches are generally not used or available on many job sites, the setscrew should be tightened so it contacts the I-beam and then an additional 114 to I12 turn added. ANSI is a registered trademark of American National Standards Institute. FM is a registered certification mark of FM Approvals LLC, ETD. u4, UR, CUE, curt, cUEus and cURus are registered certification marks of Ut U.C. WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at vewv.erico.com and from your ERICO customer service representative. Improper installation, misuse. misapplication or other failure to completely follow ERICO`s instructions and warnings may cause product malfunction. property damage, serious bodily injury and death. Copyright 0 2015 ERICO International Corporation. All rights reserved. CADDY, CAOWELQ, CRITEC, ERICO, ERIFEEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. aERICO" Material Steel Tensile Strength: 58,000 psi Yield Strength: 36,000 psi aERIC13" Load based on Max. 650 degrees F. WARNING ERICO products shall be installed and used only as indicated in FWD's product instruction sheets and training materials. Instruction sheets are available at www,erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death. Copyright O 2015 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. a 0 The 115 Standard Duty Loop Hanger, part of the CADDYO 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 (112" 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 (112 " 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 WW-H-1 71 (Type 10), Manufacturers Standardization Society (MSS) SP-58 (Type 10) Material: Steel FM Finish: Pregalvanized us pl& IL I I *(NI j fl, $w Red Nut Rorer Part 6 8114910 Made with Take self -drilling fasteners - no pre -drilling required. Installs into steel range from 20 gauge — 1/2' thicknesses. A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screw9un should be a minimum of 5 amps and have an RPM range of 0.2500, Saves bme from traditional methods. Reduces installation costs, Quick to instal using the Sammys Nut Driver with an 18V cordless drildriver, g ^, K Manufactured in the U.S.A Mw6Wrder.eom) 1/4'. 8047957 M 100 114.14 x 1' TEKS 3 1477 (16 9ad 0•ga 3116' 25 125 3f8" 8050957 SWR 10 i14-14 x l° TEKS 3 1411 (i6 ga_} 6 1'•18 ga 3ft6' 25 125 318" 8052957 SWR20 114-74x2"TEKS3 1477 (t8ga.) 060'189a 3/16' 25 125 318' 8054957 SWOR 1,1/2' 12.24 x 1.112' TEKS 5 2375 3,18' 8057957 SWT 15 12.24 x 1.112' TEKS 5 2375 (3(16') Includes retaining nut 1 1500 1475 .188'•3116* 112' 25 125 188'-3116' 112' 25 125 SAMMYS SWIVEL HEAD' FOR STEEL -Swivel Application SYSTEM SENSOR' SSM/SSV Series Alarm Bells System Sensor's SSM and SSV series olorm, bells are low current, high decibel notification appliances for use in fire and burglary systems or other signaling applications. Features I ..... .. ...... 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 rnechan,sm. High dB output Available in six-inch, eight -inch, and ten -inch sizes 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 Agency Listings @ , FM MEALISTEDAlper0approved SQJ 1 CIS19 'XQss 713` 16530P7 13 '.0 Simplified installation. For indoor use, the SSM and SSV series mount to a standard four -inch square electrical box. For outdoor applications, weatherproof back box, model number W(313, 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, SSM/SSV Specifications Model shall be a SSM or SSV Series alarm bell. Bells shall have underdone strikers and operating mechanisms Gongs on said bells shall be , no smaller than nominal 678710-(specify size) with an operating voltage of 24VDC or 120VAC (specify by part number). Bells shall be suitable for surface or semi -Flush mounting. Outdoor surface mounted installations shall be weatherproof (using optional WBB weatherproof electrical box). Otherwise bells shall mount to a standard 4'square electrical box having a maximum projection of 2Y,'. Bells shall be located as shown on the drawings or as determined by the Authority Having Jurisdiction. Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal, and approved by Factory Mutual and MEA. Physicalloperating Operating Temperature Range —3 IT to 140'F Operating Voltage SSM series: 24VDC SSV ser ies: 120VAC Termination Provided with 2 sets of leads for in/out wiring Service Use _ Fire Alarm, General Signaling, Burglar Alarm Warranty 3 years Electrical Specifications Mode( Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Output (dBA) inches) Limit SSM24 6 6 Regulated 24VDC 16 to 33VDC DC-31 ImA/ FWR-53-5mA 82 SSM24-8 8 Regulated 24VDC 16 to 33VDC t>e-31.1 mA/ FWR-53,5mA 80 SSM24-10 10 Regulated 24VDC 16to33VDC DC-31ImA/FWR-S3.5mA 81 SSV120-6 6 Regulated 120VAC SSVI20-8 8 Regulated 120VAC SSV120-10 10 Regulated 120YAC 96 to 132VAC S3mA 85 96 to 132VAC y 53mA w- 82 96 to 1 32VAC S3ruA 82 Sound output measured at Underwriter Laboratories, m specified in UL464 Ordering Information SSM24-6 SSM24.6A _ Bell, 6, 24VDC, Polarized, 82d 3A SSM24-8 SSM24-BA Bell, 8`, 24VDC, Polarized, 80dBA SSM24•10 SSM24-10A Bell, 10, 24VDC, Poi vized, 81dBA SSV120-6 SSVt21fiA Bell 6',i20VAC.85dBA SSV120-8 SSV120-8A Bell, 8, 120VAC,82dBA SSV120-10 SSV 120-IOA Bell, 10-1 12(NAC, 82d8A WBB box for SSM and SSV series, when installed outdoors SYSTEM ONI t syRem Sees«. 3825 Ohio Avenue • St Charles, fLFi6174 SENSOR' Phone :800-SENSOR2•Fax:630-377-6495 °"°'P°°""r°"AOS"Z*01 Q&11"""'"° xosataaaio•can i •+zero SPRINKLER CABINETS FOR REPLACEMENT AUTOMATIC SPRINKLERS SIX SPRINKLER CABINET FOR %" OR %" SPRINKLERS PIN 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 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 FAX989-846-9231 1-800-248-0278 www.globespnnkler oom AUGUST2002 B-6 BULLETIN SPRCAB, REV42