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HomeMy WebLinkAbout110 W 1 St 16-2677 Revisioni - Revision ii Response to Comments City of Sanford Building & Fire Prevention Division NO Ph: 407.688.5150 Fax: 407.688.5152 O16 Email: building@sanfordfl.gov Permit # a Project Address: //0 to - 51 Submittal Date \- Z - Uri Contact: Ao" nex-A 1IarL--r Ph: - ' (- ` Fax: -1- , Email: `n1 (.rn o^Y- 4c3-4' , c—n Trades encompassed in revision: Building Plumbing Electrical General description of revision: IV, r Mechanical Life Safety Waste Water ROUTING- INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 01-11'u-ilding //- f--/ S l 0? 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: G z ^77 Documented Construction Value: S (W. cc Job Address: ) `O W, f t(1S'1-5-r S flNFRD PL Historic District: Yes © No Parcel ID: Residential Commercial o Type of Work: New Addition /Alteration ffl Repair Dcmo Change of Use Move Description of Work: ADil Ill T ,,S-rcAA , 'f' Uvaa,le, C' UN1y tT I r=k 5,v Zc' dJ= R040C AT& Plan Review Contact Person: Title: Phone: Name Street: City, State Zip: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name , , 9 ice;-( Street: I q tiD bJqQti 16, % o az) FL 3 z&ia City, State Zip: O(Z 1 EL 3 z B0 Name: Street: City, St, Zip: Bonding Company: Address: 4- 1 Phone: Fax: State License No.: L A 3 1 Architect/ Engineer Information b K re- I k e A -M . ri C_ -t- Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application 0. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date ture of Contractor/Agent Date hAW r (2- Kr , Print Contractor/Agent's Name IT. / Signature of Nri-Ifl-ti.) Bonded Thou No1raN Pubes _ Owner/Agent is Personally Known to Me or Contractor/Agent is Personall K wrl to Me or Produced ID Type of ID Produced ID Type of ID ( e •WHO BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes NO WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application PROFORMANCE HEAT AND AIR INC. 1814 Fairview Shores Dr. Orlando FL. 32804 321-689-8639 Proposal DATE:8/14/2016 TO: J Mallory Constrution JOB: Center State Bank LOCATION: Orlando Fl Thank you for allowing us to present the following bid on the above named project. This bid is subject to the terms and conditions stated herein. If you have any questions, please call me at (321) 689-8639 Scope of work H.V.A.C. Our bid includes Relocate the ductwork for system marked #4 on plans to accommodate single space Provide and install new Goodman 2 ton system to reconnect to duckwork from system marked #4 in existing office Relocate the existing mini split to make room for the new hallway provide and install new copper line set for new 2 ton and hang the new condenser on the rear wall of building permit and inspections Our bid excludes: Roofing Electrical Plumbing Estimated time and materials PRICE:$6,000.00 PRICE IS SUBJECT TO AGREEMENT OF ALL TERMS STATED ABOVE. This price is good for 30 days Respectfully Submitted: David Krell CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:1h - ,,Z 6 7 7 Documented Construction Value: Job Address: ( /'_" t . Historic District: Yes' No Parcel ID: Residential Commercial Er Type of Work: New Addition Alteration Repair Demo Change of Use Move DescriptionofWork: ,//' - rl fGf/l/ /c-C e f , ,S 46 c5 l I C cvf t. h YCGt,G 6- C•INt f/LS Gys G dG c Plan Review Contact Person: Title: Phone: Fax: Email: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Informatinn Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Phone: 34 - 753-q5/S1 Fax State License No.: 4!G /96)e,o2C)d' Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other 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 a d zoning. Signature of Owner/Agent Date Signayk of Contractor/Agent Date 44 IMA/ a L L4 4 Print Owner/Agent's Name Print Contractor/Agent' ame IL Signature of Notary -State of Florida Date Signature of No i,nuflua DEBBIE BIANTCAate MY COMMISSION 11 FF 178AB 5•.? EXPIRES: February 25, 2019 Bonded ThN Nowt' Public Uederw t re Owner/Agent is Personally Known to Me or Contractor/Agent is Personally own to Me or Produced ID Type of ID Produced ID Type of ID eV—p g BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps• Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application CITY OF SANFORD UC U 4 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: $_/, 5;f-y Job Address: N la lJ , 1 Historic District: Yes R No Parcel ID: a5 -- I1, - 3(=.:> OO 30 Residential Commercials Type of Work: New Addition Alteration 4 Repair Demo Change of Use Move Description of Work: r*!:>}J 1Okl-kls t v Sz c3QF—% 4- 10-7 N • 0 A-% ; ( -'DI Lk, 1 c4Ak Plan Review Contact Person: K\A-k1oLt Title: ce. ` Phone: Fax: L-(d-7-- 33 e L c (Email: Cc—P Property Owner Information D - D Name (4_, (+° k-C) QA kA-^-cPp 1 N Phone: Street: 1S 1ig-p Fy 44i11c&Qr_ - SA- --A-, 210 Resident of property? : City, State Zip: DIL Ai\cRb f 4 3z $ c 3 Contractor Information Name r11 PI-1(o/ls-t Cv S`"Z2 vy 1 c..t -!_ ^ Phone: ? - Z3 i - ( O Iq Street: Fax • y 0' 7 - 33 0 City, State Zip: W4-c, M Afl•c , ( 7,2i 44 6 State License No.: CGS G(3 C Z Architect/Engineer Information Name: Phone: /&: 7 -' jlC - -7 SS j Street: 1 '7 Z S,24 7 5 /.4% Fax: 4e,-7 _ is'Z ' -7 3 City, St, Zip: 27 E-mail: ';f+-(G;:5 gE! f Da'5 ,,y 4-4 t_ tP S• Bonding Company: i Address: Mortgage Lender: n f 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511' Edition (2014) Florida Building Code Revised- June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional pennits 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 pcnnit 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 compliapce with all applicable laws regulating construction and zoning. ym#IJ of , wner/ AgcI/ih late igdatu of Contractor/Agent Date l Print Owncr/A c is Name 9 29 Zdl ign tureol'Notary- a ate Prini,%ontractor/Auent's Name Signature of ANNETTE SCOTT V' Notary Public State Of Florida • . Notuy Public • SM of Florida Mikeele N Odell _ : My Comm. Eylns Jon 1S. 2018 My Commission FF 969550 if comm"I" /f 011M ppd Expires 03M 020 ' .y ImM WoW NW 10t y Assn. wn Agent is ersona ly nown to or Cofltr ct r gent 1s ersonal y Known to Me or Produced ID Type o Produced ID Type of I D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[—] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised- June 30, 2015 Permit Application tJt`114 I CITY OF SANFORD oc i p 4 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: o Documented Construction Value: Job Address: 1 to U_') . Historic District: Yes K No Parcel ID: a5 -- Ifi' 3a> -- 5 A da OO S O Residential Commercial Type of Work: New ElAddition Alteration ' Repair Demo Change of Use Move Description of Work: T>}J N'F_k(OG-}{ls k y -Z' 4- 1 oZ • 0 A t'- ; JV6D . .Pre_ ikv 7-1 c= C-iAk t l I c-i IC>W s Plan Review Contact Person: -, K1A11yn-tc Title: ceDTys: Phone: Fax: L-(a^Z' 33 a bs° Email: M.c,- k I c( tc ,z v b CGS Property Owner Information Name 112(nq 1peeicQ C7f!kerp c i _Z7 N e Phone: Ve;'7- S7Z " 0 O`7 Street: j511v Fy t-4K- kc_ v v; - 5-- 210 Resident of property? City, State Zip: Q f1A A-i\r_Qo J 3,Z,3 C. 3 , Contractor Information Name Phone: *>- 7 Street: ?f J Fax: 14 07 - 33 CD City, State Zip: WLC C- 32l U L State License No.: (tE-%L Architect/Engineer Information Name: tS,,) (Ylt"Ou t5& n\4 Ll- <-- Phone: //o? - 3%b - ? SS J Street: a 5 IZy 5 4 4 Z& S & el Fax: 4c ;, 7 - cz - 1 3 City, St, Zip: Fi 327 & S E-mail: 5-11;5 c.. D a- N /-. •CPS' Bonding Company: ra Mortgage Lender: n ir 4 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 or application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliaptce with all applicable laws regulating construction and zoning. Signature of wne r/ jA.geen ate i atu of Contractor/Agent Date Ch I Print Owner/A a is Name Print ontractor/Aient's Name 9 29 Zdl '!.w ign ture of Notaryto ate Signature of&oq,Stti ANNETTEZFlorlda llotaryPublicStateofFlorida °• Notary Putille - aMlkaela NOdell • : My Comm. EaFln18My t:ommlasbn FF 96esso•Epires 03109=20Sa_Agent. is erson ly- own.to- or_ _—_____.Co tr ct r g n Js - --- . eown-to-Me-or Produced ID Type o Produced ID Type of M BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: MQ-4'14- WASTEWATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application CITY OF SANFORD I 4 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: o - 9 !P i 7 Documented Construction Value: $ Job Address: \ 10 t3—,_- S Historic District: Yes [, No El Parcel ID: k5 - If! 30 --* A 6-a oc> 3 O Residential Commercial & Alteration Repair Demo Change of Use Move Type of Work: New Addition Description of Work: ('rD a N Fyn LO G-tiff s I y --z>3 :9p - -+ s h7 i o 5 4- l (9-7 %f • O A-e- t (Y D . -Ne-- ik: i e2-9 i::C-l\ C;' 4- low Plan Review Contact Person: KNAMOA> c Title: C) con Phone: Fax: 1407-- 3 S a So Emai1: 1 t'rn rf\4l lC>aq, C ,9v %, cel-' Property Owner Information Name kAe=rn I rwicQ C7ilU Nc j t _fZ- a3 Phone: Street: I5 W> F-F- tA+Ak ,tom- S-- 5-k 1cDResidentofproperty? City, State Zip: 0 AA Ai,,g22 4-'(3Z $ t; 3 (D EDW --L Contractor Information Name Phone: Street: 1 A-Y,- Fax: 14 07 - 33 0 City, State Zip: WLc MftA ,f , 7'( 7,2.'Z 14 State License No.: C'c-r._L Z. Architect/Engineer Information Name: 11 t5=r.9 FY1,PW w ec_J\ Phone: 44f;7 - 3lb -- ? 5S j Street: a S '7 Zy 5R 4 7 Sd wln / Fax: 4e_7 - 9,S-2- - f 3 City, St, Zip: Ole! Fi F Z? 9 S E-mail: re, N 1-4 d S Bonding Company: Mortgage Lender: a r f A 1 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51^ Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application N 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 compliapce with all applicable laws regulating construction and zoning. oft - of wneYA ,/ ear, Q A geIJ Print T-4/10 lo-z'e 1'/ A I pate i atu of Contractor/Agent Date 1' n A. Sign funi of Notary—MaBate V*` . Notary Public State or Fbride Mikeele N Odell d am My Commission FF 999550 i Expires 03/09R020 Agent - is ersona Iy- own_to_ or_ _ — _-- Produced ID Type o r- PrintAontractor/ Agent's Name lc.>` y,—I c! ANNETTE SCOTT Notuy Public - SM of Florida My Comm. Eaaraa Jan IS. 2018 ti Commtseloo 1 FF 011160 n' 6a1t ilt Ifl al)f afyA554 Co tr ct r g n is - ersona] y own -to -Me -or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: 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: UTILITIES: WASTEWATER: ID lei ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD 4 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: L g (n i % Documented Construction Value: $ Job Address: 1 to U-5 . Historic District: Yes K No Parcel ID: P,S ( 30 -- 5.q -dZ041 - OO 3 O Residential Commercial ®, Type of Work: New Addition Alteration I' Repair Demo Change of Use Move Description of Work: (}D D N ZtZ, (0 A-kJs 1 <2_ \ v . ir%- - I o 5 4- 1(9Z iJ • o P'e_ , A-'a.D , .tom ik:1 r-q-P c=rl\ _ i I C;' 4- low Plan Review Contact Person: rti. K\P-Mof_'A Title: Uca_-ts Phone: Fax: L(o-Z-- 3 `.3 a L 5c%mail: it M41 Ic-:,a i Ao / C! Property Owner Information Name (-iF+c,, I+°z1cQ C7iL A t N ' Street: 1511c,;, Fy i-4%11c_&,, <J-- Si- -54-, 1« City, State Zip: 0 AA A-u&c> J -'P( 3Z 3 6 3 Phone: V07- S7Z - O 20`7 Resident of property? Contractor Information Name <Yl FF1(Ol s-C'- C S etc. h c:_sj.. r- Phone: ? - Z3 (- (161 - Street: o7Lfd, 1 :-Y'_ P t, Fax: /4 o 7 - _33 0 - k5"o`. City, State Zip: WL.,C- M"14 , !F( 52:244 State License No.: C 6-%:L Z. Architect/Engineer Information Name: 11 r5 M1Po)1r J Phone: 4C>7 - 3%e -- ? 557 l Street: ,, 5 T Zy 5r2 4 71, 5J `/ Fax: 4o"7 - 'is-Z - .7 (377 City, St, Zip: Ff 327 b S E-mail: Bonding Company: Mortgage Lender: n i 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 iz \ Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliapce with all applicable laws regulating construction and zoning. WV5"c- -440 '/J Signature of cane r/A gQen ate i Latu^ of Contractor/Agent Date owcp—.— CSX-r Print Owner/A a is Name Print ntractor/Agent's Name 9 4 Zol10 X,!.W I o- Ll ign cure of Notary a ate Signature of;TlgJ yy;+Sl9I. ANNETTE SCOTT Notary Public State or Florida 1 °. Notary Public • MW of Florida Mikeele N Odell • : My Comm. Etipms jsn It 2016 c My Commission FF 969550 =°y Commisslat / FF 071190 d Expires03/09/l020 ''• w CoiiiMalbi lli sll ill{eryAssa Agent - is ersona ly_ own.to- or_ _— _--- Co tr ct r - g n is - -- ? ersonal y - own -to -Me -or Produced ID Type o Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ASTE WATER: ENGINEERING: FIRE: ING: COMMENTS: Revised: June 30, 2015 Permit Application Tla "hi i. CITY OF SANFORD oc 1 o 4 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address: 1 ko . 1 - Historic District: Yes K No Parcel ID: a5 -- Ic, 30 -- 5 s4 e= -dZ041 - OO 3 O Residential Commercial & Type of Work: New Addition Alteration 9 Repair Demo Change of Use Move Description of Work: ("t'Db tOAANs 1 C_k U -as ORS.. ie%-G 7>h 1 d5 4- 1 c;?"i W • O A-e- j IV15D . .lam i),.x: 1 f-m7-, i:r C-Ak I;)--'f24.:s I 1 Cp low Plan Review Contact Person: MA-110A.'-k Title: 0 cooks. Phone: Ib ILA Fax: 4v-7'" 3 3 a BSc%mail: 1 t n mc,- 1 Ic>a t CE-4--' .,Ov 1, CGS Property Owner Information Name 1- n IPwyQ C7kker,,j,- t _!Z7 N c Street: 15 1 ten F.y t, ic11 c- S--k 1cD City, State Zip: 0 AA Phone: ty7- 870 - O ZO`7 Resident of p}-operty? : Contractor Information Name n'1 H-1 o-C-CvhS` Z2 c c c: .. Phone: 2:3 i - ( to 1q - Street: o"',T-fc; 1 L` Fax: 14 07 - 33 0 - &5',c?' City, State Zip: WL.C- iY\T( Z,21e4 State License No.: C'G C-)(9 ct' e- Architect/Engineer Information Name: 1G, jja4 rS rJ fnvOpo 4& y m.-4j Phone: 4o7 - 3%b - ? 5SIfJ Street: a 5 '7 Zy 5'R_4 7J_, ScALE, & `/ Fax: 4c;, 7 - pis-2- - '_T t 377 City, St, Zip: Ole! rime- , R 3Z77 6 E-mail: Bonding Company: fa Mortgage Lender: a -( a I110 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: 5ib Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliapce with all applicable laws regulating construction and zoning. Signature of wneear/A gQenyl Print n 11 ' Date i atu of Contactor/Agent Date r l u F' Notary Public State of Florlde L ++; Mikeele N Odell My Commission FF 969550 Explros 03=12020 Agent.is ersona ly_ 'own -to. or_ Produced ID Type o PrintAontactor/A¢ent's Name O`:0 p .. ANNETTE SCOTT Notary Public • 00 of Florida t My Comm. EWNS den 10, 2018 Comminlen 1 FF 071190 t1Sn0 OThllrtfi0ol/NlrtrtrAssn Cofftr'lctar/Ag'dnf=ls = — PersonallyKnbwn-to-Me•or - Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING'."U Ib ' UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: * GWRY• Gfyrl eD ID Io-raM 02 )Ll. BUILDING: Revised: June 30, 201 S Permit Application BP006U01 CITY OF SANFORD 10/05/16 Edit Narrative 15:56:05 Application number, type . . . Property address . . . . . . . Type information, press Enter. 16 00002677 INTERIOR & EXTERIOR REMODELI 110 W 1ST ST All work is limited to the interior. No CofA is required since there are no exterior alterations proposed. T/S: 10/05/2016 03:56 PM DALTONC----------------------- More... F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults PERMIT # - Q LO 7 OCT 0 4 2016 CITAOF SANFORD BUILDING & FIRE PREVENTION DIVISION EARLY START AUTHORIZATION — APPLICATION/PERMIT 01 Project Name: f, o?A Wate. Project Address: 11G Contractor Name: —) t11 C-4b— 1 C cJYLS4'd2 C.tC- -Z C"'r) —T 1J EARLY START AUTHORIZATION CONDITIONS City of Sanford and the Owner/contractor listed agree to the following: 1. A complete building permit application and plans shall be submitted at the time of the request for Early Start Authorization. 2. This Early Start Authorization is for interior work or other work as determined by the Building Official. 3. Work must comply with any and all other local, state and federal agencies related to the development and construction proposed and compliance with asbestos NL-SHAP regulations must occur for all demolition work. 4. Work shall not be concealed and must remain open for all necessary inspections. At the time of inspections, any work concealed shall be uncovered. 5. The contractor acknowledges that all subcontractors will be properly licensed and have current worker's compensation coverage. 6. All subcontractors are responsible for pulling their own permits. 7. Inspections of work for any construction trade will not be made until a permit has been issued for the trade. 8. The Early Start Authorization does not guarantee that construction plans will be approved as submitted. All work done prior to the issuance of the required permits shall be at the Owner's/Contractors risk. 9. The Owner/Contractor acknowledge that additional fees, including but not limited to impact and zoning fees, may be due at the time of building permit issuance, and or prior to Certificate of Occupancy. 10. The Owner/Contractor acknowledge that additional site improvements, including but not limited to installation of a grease trap, accessible parking and landscaping, may be required at the time of building permit issuance. 11. The Owncr/Contractor agree to indemnify and hold the City of Sanford/Agcnts free and harmless from any and all claims, causes of action, damages, losses penalties or costs, including but not limited to, all attorneys fees (whether from litigation or administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising out of, either directly or indirectly, the construction or operation at the premises covered by the Early Start Authorization, whether the liability, loss or damage is caused by, or arises out of, the negligence or the City of Sanford/Agents or its officers, agents, employees, or otherwise. 12. If the City of Sanford/Agents shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the subject premises, or by reason of any omission with respect to the construction or operation on the subject premises, the Owner/contractor shall indemnify and hold City of Sanford/Agents harmless against all judgments, settlements, penalties and expenses, including attorney's fees, court costs and other expense of litigation of defense relating to such claim or litigation or administrative proceeding, at the election of the City of Sanford/Agcnts, the Owner/Contractor shall also defend the City of Sanford. 13. It is understood and hereby acknowledged between the parties hereto that the City of Sanford/Agents shall not be liable for any act or other obligation to the Owner/Contractor. 14. This Early Start Authorization will terminate upon the issuance of a Building Permit for property covered under this Early Start Authorization; however, this agreement shall remain in effect for all events occurring prior to the issuance of the Building Permit. By signing this Early Start Authorization Application, the undersigned Owncr s and agrees to condition 1 through 14. atc BUDGET PROPOSAL J. MALLORY CONSTRUCTION, INC. 2742 Teak Place Lake Mary, Florida 32746 Phone: (321) 231-1614 DATE: November 9. 2009 Fax: (407) 330-6509 PROPOSAL SUBMITTED TO: Hoogland Orlando First Capital Property Group PHONE: 407-872-0209 FAX: 407-426-8542 CELL: 407-927-1057 STREET: JOB NAME Center State Bank suite 110. 105 1516 E. Hillcrest Street, suite 210 CITY, STATE, AND ZIP CODE: Orlando, Florida JOB LOCATION: 110 West First Street Sanford, Florida ATTN: Cathy Mallory We hereby submitspecifications and estimates for: Renovations to suite 110 for Center State Bank Plans, by owner NIC Permits, allowance 1,125.00 Demo: opening between suites, walls for hall. ceiling for fire wall 1,900.00 Drywall, electric rooms walls, rework hall wall, close opening 105 to 107, 7,925.00 make wall between 105 and 116 fire wall Doors and hardware, change doors to offices in 110 space to full light glass 4,750.00 by adding lite kit to existing doors, replace back doors in 110 suite to a 3/0 + 2/0 in 5/0 opening, change doors and frame. Material to reactivate door in 107 suite, hardware for door to exit in 105 suite Door labor, add 8 door lights, change out rear doors to 110, rework 107 entry 3,500.00 Painting all walls, doors, and jambs, window trim interior only 6,900.00 Ceiling: Rework ceiling for light fixtures in hall and electric rooms, rework to 1,750.00 fire wall Electric: relocate panel D into 116 (Appro construction space) relocate 11,500.00 Panel B into 107 space, add new panel E in 105 space and feed from 110 space, relocate A panel into new electric room In 110 space. Fire alarm: Relocate fire alarm panel in 110 space from new hall into new 2,000.00 electric room, add pull station at new exit door in 107 space, add horn strobe in new hallway. Fire sprinkler add sprinkler heads to new hall/electric rooms 600.00 HVAC Rework existing ductwork in 105 pace to only serve 105 space, add 6,000.00 new A/C (approx 2 ton) in 116 space to serve drops abandoned from reworked unit in 105 space, relocate mini split in electric room Pour concrete/grout for ramp from 110 space to 105 space for uneven floor 500.00 in new hallway Dumpster, trash removal 800.00 Carpet, vct., and base ALLOWANCE(@ $18.00 per yard on carpet price)w/ 14,000.00 minor prep on floor, 8 10 lb bags for floor prep. Supervision 7,500.00 Job costs 5,250.00 General conditions 5,850.00 Total: 81,8 0.00 Price subject to change with approved construction drawings. Price does not include: Anything not specified in the above prices. Does not cover any hidden damages. rt='', City of Sanford Commercial Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each 4; " s box to the left or indicate n/a on this submittal. A complete application package shall include the following: U Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. O Copy of a contract, signed by the contractor and property owner, indicating the documented construction value Q'-- Copy of the contractor's license issued by the State of Florida (if contractor is applicant). Off/, A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). OX(p- Completed, signed, and notarized Property Owner Builder Disclosure Statement Affidavit (if owner is applicant). O & Approval letter from sanitary sewer provider (if other than the City of Sanford). 0 AM Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department for new or existing septic systems, grease interceptors, etc. (if applicable). O Seminole County Impact Fee Statement. NK— Five (5) sets signed and sealed building construction plans. O Two (2) sets signed and sealed site development plans approved by City of Sanford Planning & Development Services Department. O Letter from Planning & Development Services agreeing to submittal of plan without development plan approval. This is at the developer's risk. O ,R Two (2) sets signed and sealed floor and roof truss engineering. 9- Completed and signed Statewide Product Approval Specification Form. M'- Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. O Three (3) sets of completed and signed energy calculations (signed/sealed if required by Florida Statute or code). O w(,v State of Florida Division of Hotel and Restaurant approval (if applicable). O orl= Florida Department of Environmental Protection Notice of Asbestos Renovation or Demolition (if applicable). O q t- State of Florida Notification on Gas Tanks (if applicable). 0 'fti Floodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. THE BUILDING CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN (Development plan includes additional requirements) O All parking and accessible routes Accessible parking space(s) and signage details O Accessible entrances D Accessible ramps, handrails, guardrails, curb cuts and details O All required building exits accessible (not less than 60% if all are not required exits) Areas of rescue assistance Accessible signage Revised- February2016 Page l of 7 Commercial PermitApplication Guidelines O Fire access O Vehicle loading Driving/turning radius O Fire hydrant/water supply/post indicator valve (PIV) O Location of septic systems (if applicable) O Setbacks/fire separation (assumed property lines) O Utility lines (water, sewer, irrigation O Meters and backflow devices BUILDING PLAN Er Construction documents shall indicate code edition being applied 8a Page size minimum 11" x 17" B' Plans to minimum 1/4" scale B- All pages numbered and labeled 0' Plans signed/sealed and dated by a Florida Design Professional as applicable 0— Designer information: name, address, registration # on all pages E2-- Reference the currently adopted code editions 0— Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings, 139 mph ultimate design wind speed for risk category II buildings and 149 mph ultimate design wind speed for risk category III and IV buildings Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary O Threshold Inspection Plan (for threshold buildings) IS— All areas dimensioned and use noted Ga- Corridors O Shafts and elevator hoistways O Stair location/guardrails/handrails I— Partition denotations and schedule B— Door locations, sizes, door and hardware schedule B Window locations, sizes and schedule O Tempered glass locations O Attic ventilation and access O Air barrier requirements O Interior finish ratings and schedule Light and ventilation O Sanitation O Elevators O Escalators O Lifts O Roof coverings Construction type design criteria: E' Type of construction denoted (per table 503) ED— Occupancy group classification denoted for building and rooms/areas 0- Gross square footage — Net square footage calculations Revised: February 2016 Page 2 of 7 Commercial Pernut Application Guidelines B Building height 0 Percentage of exterior openings calculations O Classification of hazard of contents (ifapplicable) p Structural Design Criteria: Ultimate design wind speed (Vult) O Nominal design wind speed (Vasd) O Risk category Exposure category D Enclosure classification O Internal pressure coefficient Component and cladding design wind pressures in terms of psf O Structural Calculations, if necessary O Floor loads — psf O Stair loads — psf Roof loads — psf D Balcony loads — psf O Corridor loads — psf Storage loads — psf Materials to be reviewed shall at a minimum include the following: 0 Wood / grade — species I)' Steel / type - grade O Aluminum O Concrete O Plastic Glass E7' Masonry Er"' Gypsum board and plaster Insulating (mechanical) O Roofing Insulation O Alternate materials f— Structural: Signed and sealed soil report with a positive conclusion required O Compaction requirements O Foundation locations, dimensions and depth specified O Foundation denotations, schedules and details Reinforcing steel, amount, size, grade, spacing, and lap specified Footing dowel locations O Maximum filled cell spacing O Embedment's O Slab thickness and reinforcement O Vapor barrier Termite protection O Relieving arch steel details at pipe penetrations O Brick ledge detail including flashing and weep hole size and spacing O Building materials used O Lintel locations, denotations and schedule D Exterior and interior structural wall sections O Columns Revised: February 2016 Page 3 of 7 Commercial Permii Application Guidelines O Tie beams Structural steel size, type, connections O Framing details and fastening O Load path connectors O Floor deck and fastening O Wall sheathing and fastening Roof deck and fastening Stair construction O Window and door details, including design pressure of openings O Fastening details for windows and doors, (type, length, and quantity) O Exterior mounted mechanical units fastening methods to meet wind load O Roof and floor framing, truss layout, connector schedule Fire Protection Requirements: El' Fire separation requirements for corridors, elevators, stairways, floors & shafts EY Occupancy separation requirements IET' Tenant separation requirements El' Fire resistant protection details for type of construction C' Rated requirements for walls, floor -ceiling and roof -ceiling assemblies El-- Design numbers and details for all rated assemblies IY Design numbers and details for all rated penetrations 10 Rated door and hardware schedules O Fire blocking and draft stopping p Calculated fire resistance CT'- Interior finishes (flame spread/smoke development) Life Safety: C Occupant load calculations and egress capacities C-Y Special occupancy requirements EY Egress plan 2' Number of exits U— Capacity of exits Q- Arrangement of exits Travel distance to exits/common path of travel Stairs construction/geometry and protection Horizontal exits/exit passageways e' Illumination of exits D— Exit signs D Emergency lighting D Enclosures O Handrails O Guardrails O Ramps O Early warning systems schematic O Smoke control systems schematic O Stair pressurization systems schematic 0- Extinguishing requirements O Areas of rescue assistance Accessibility Building: 91 Door sizes, hardware schedule O Vertical accessibility Revised: February 2016 Page 4 of 7 Commercial Permit Application Guidelines D--"" Accessible route dimensions Ek-` Maneuvering clearances O Hi-Lo drinking fountain D' Equipment clear floor space/reach ranges 0 Areas of rescue assistance Er' S ignage D ATM machines Accessibility Restrooms/Bathrooms: F7 Turning radius in Required floor space for fixtures Fixture and equipment mounting dimensions Adaptability Accessible requirements for special occupancies in addition to general requirements will also be reviewed. PLUMBING PLAN O Plumbing plans submitted Piping materials O Piping supports O Determine minimum plumbing fixtures required based on occupant load calculated per FBC 1004 O Water distribution diagram Water hammer arrestors O Plumbing drain, waste and vent riser diagram O Grease trap detail O Grease trap Health Dept. report on existing 0 Interceptors O Roof drains/calculations for flat roofs Backflow prevention D Medical gas Oxygen systems O Environmental requirements Water Heaters: D T & P drain Air gap O Pan drain O Thermal expansion device O Heat traps O Mounting platform tj GAS PLAN I] Type of gas O Gas pressure O Appliances schedule and BTU's O Chimneys and Vents O Combustion air O LP tank size and location (above or below grade) D Protection requirements Gas Riser Diagram: O Pipe type O Pipe sizing Revised • February 2016 Page 5 of 7 Commercial Permit Application Guidelines O Total developed length O Segment lengths O Appliance locations 0 Shut -offs valves MECHANICAL PLAN Mechanical plans submitted 0 Energy calculations GV"' Duct systems and sizing 0 Duct work clearances at mechanical room (4" minimum) Duct supports 0 Means for balancing HVAC system 0— Diffusers (size and direction) 0"- CFM requirements C]/ Ventilation a Combustion air Outdoor air calculations 0 Balanced return air 2'— Make-up air i- Equipment location and working clearances ( 30" wide by 36" deep, 6' high minimum) 43, Condensate piping and disposal O Required platforms and catwalks O Roof mounted equipment (including equipment and curb anchorage) Details and specifications Equipment sizing calculations Equipment specifications 0' Joint sealing methods and product specification 0 Air balance table O Rated penetrations - fire damper details and manufacturer's installation instructions O Means for automatic fan shutdown 0 Kitchen hood, duct plans, fire suppression and specifications O Bathroom exhaust systems O Special exhaust systems O Chimneys, fireplaces and vents O Other appliances O Boilers O Refrigeration O Bathroom ventilation O Laboratory ELECTRICAL PLAN Maximum available fault current at service Er AIC rating of equipment Voltage and phase of electrical system 0 Load calculation Electrical service riser diagram indicating overcurrent protection sizes, conductor and conduit types and sizes, number of service disconnecting means, grounding electrode system: bonded to the foundation steel, structural steel, metal piping, size and type, separately derived system or not? (solid neutral or switching) 0 Transformer sizes and types if used Panel schedules and ratings C7 Power plan 13"' Panel locations and working clearances Revised: February 2016 Page 6 of 7 Commercial Permit Application Guidelines Rl"_ Lighting plan 0 Device legend Er Wiring methods and materials Feeders and branch circuits, conduit sizes and types Grounding conductors Exit lights Emergency lighting Egress lighting O Signage and disconnecting means location O Generator type: emergency or standby 0 Remote annunciation O Load shed (if necessary) Cj'— Required receptacle outlets O GFCI's O Equipment O Special occupancies D Emergency systems O Communication systems O Low voltage FIRE PROTECTION/FIRE SUPPRESSION PLAN O Early warning smoke evacuation and control O Sprinkler design criterion (separate permit required) O Fire alarm design criterion (separate permit required) O Pre-engineered systems O Riser diagram O Standpipes These guidelines vere compiled to assist the applicant in preparing a new commercial permit/plan submitlal and may not be complete. The applicant is required to meat all City of Sanford, state, and federal code requirements. Please be a vare that a separate permit is required for any fire sprinkler system and fire alarm system. All site related signs, fences, hardscape features, guard/hand rails, fi-ee standing malls, retaining walls, canopies, accessory structures, site electrical and lighting, satellite dishes, dumpster enclosures, irrigation systems, lift stations, and any demolition of structures. Revised: February 2016 Page 7 of 7 Commercial Permit Application Guidelines CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407-688-5052 FAX: 407-588-5051 ATE: C - Jb PERMIT #: JSINESS/PROJECT NAME: DRESS:— f 3NTACT NAME: PHO PLAN REVIEW INFORMATION El C/O D Fire Alarm O Fire Sprinkler Hood ElTank o Paint Booth OTAL FEES: FleFLEMINGDOORPRODUCTSFLUSHSINGLEDOORSrmin000YPminMd PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LSS. PRODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. NO 46GENERALNOTES TA ' FL1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA ' 1a F BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 203 STANDARDS. LARGE MISSILE IMPACT IS QUALIFIED FOR MISSILE LEVEL D ONLY. THIS PRODUCT IS NOT EjCO aNIIIIIIII INTENDED FOR USE ON ESSENTIAL FACILITIES WHEN INSTALLED WITHIN WIND ZONE 3, WIND ZONE 4 OR THE inn2. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND t 3 ` LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. Z y m $ W 6 f W W w ; 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. DESIGN PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA LU BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Ni4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A I.S SAFETY FACTOR. V/, ^) b S. ANCHORS AT HEAD AS NOTED HEREIN SHALL BE CENTERED AT HEAD, WITH ANCHORS TO MASONRY Z SPACED 6' O.C. AND ANCHORS TO WOOD OR STEEL SPACED 4' O.C. u W O g J 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. O t Q p riFORSITECONDITIONSDIFFERENTFROMTHECONDITIONSDETAILEDHEREIN, A LICENSED ENGINEER OR N REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS OUA w DOCUMENT. y gooO ! Q Z0 u t e W j Q 7. THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE O O p SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. OPTIONAL WOOD BUCKS (BY OTHERS) J YI SHALL DE ANCHORED PROPERLY 7O TRANSFER LOADS 10 THE p115T1NG STRICTURE. i 1VI^ O' W J B. ALL ALUMINUM SMALL BE 6063•T6 ALLOY AND TEMPER UNLESS OTHERWISE NOTED.UNLESS OTHERWISE Q z pC O LL NOTED. Z t 9. ALL COLD ROLLED STEEL SHALL BE AS68/AS68M AND ALL STAINLESS STEEL SHALL BE ASTM A4BD/A480M, LULU O F UNLESS OTHERWISE NOTED. y, G 10. HARDWARE SHALL BE INSTALLED PER MANUFACTURERS' INSTRUCTIONS. c i g11. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION ANCHORS) SHALL BE ZINC COATED STEEL, GALVANIZED OIL STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L. U.O.N. Ee I`fie 12. •PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE AND SHALL BE l SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AS REQUIRED. llfQ( 6 L p51113. ALL DISSIMILAR MATERIALS SHALL BE PAINTED, PLATED, OR OTHERWISE PROTECTED FROM CORROSION. ALL WOOD SHALL BE PROTECTED FROM EXPOSURE AND FROM CONTACT WITH DISSIMILAR MATERIALS. O C T U 4 2016 M 1e g j B14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS BY CONTRACTOR, eE. al. INDEMNIFIES B SAVES HARMLESS THIS ENGINEER FOR ALL COST B n 1 jXSPECIFICATIONDAMAGESINCLUDING LEGAL FEES B APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM DV: 1 tanoenwaLONuiDDy 15-2604b D usERECTION, B CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL STATE, B FEDERAL suLe: Nis - 9L CODES B FROM DEVIATIONS OF THIS PLAN. PAGE DESCRI TIOW IS. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 92 16. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED INVALIDATE THIS CERTIFICATION. ASSA ABLOY, the leader in door opening solutions. AND global EMING DOOR PRODUCTS FLUSH SINGLE DOORS 00 CTS ILLUSTRATED IN THIS DOCUMENT ARE OUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LS 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. ODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. CONCEALED VERTICAL ROD EXIT DEVICE I r M84., 4' MAX oQ TYPICAL w Z o 4r MAX DOOR OPENING WIDTH ASSEMBLY 1 Design Pressure Design Pressure When Water Where Waler Infiltration Is NOT InlNalisn IS Required Required 1-70 PSF N30 PSF RIM EXIT DEVICE QKQ PS = r, z zW 0 I_ 48"MAX DOOR OPENING WIDTH ASSEMBLY2 Design Pressure Design Pressure Where WaterWhere Water IdNetion Is NOT Instratbn IS Required Required N-70 PSF IsW PSF SURFACE VERTICAL ROD EXIT DEVICE C x x Lsz B 4r MAX DOOR OPENING WIDTH CONCEALED TWO POINT LOCK QQK 4 Lu 0 4r MAX DOOR OPENING WIDTH Flemin Door Products MORTISE LOCK LATCH BOLT 8 DEAD BOLT 1 48- MAX DOOR OPENING WIDTH ASSEMBLY 3 ASSEMBLY 4 ASSEMBLY 5 Design Pressure Design Pressure Design Pressure Design Pessute Design Pressure I Design Pressure Where Water Where Water Where Watet Where Water Where Water Where water Infikretbn is NOT Infilration IS Infiltration Is NOT InNbawn IS Inkkrelion Is NOT IMatrawn IS ReWind Requxed Required Required Regrlred Required H-70 PSF 1 H-50 PSF H-70 PSF H-50 PSF N-70 PSF HSg PSF Maamum Design LNxmum Assam" Dow Series Lsnbnum Pressure Dour Door Latching HaedwereDese"On Sides Dow Gauge psi) inches) Swing FbseNe Nmb" walth HOW Type Brand KID" 1 D. DSS, H,SW to 70 70 48 98 Out Sing CmcealedVtricel RedSargent HC- NDM00( Hc- ml m These devices may also be Seethed m1h 53.55, 56.57. 58, 5% BT, ET, HI. H2, and TL WSMD4nS 0, WS•Id1124M Camn Russwin ED5200.S(A) x M1D7 May use M94 sulk wens any combination d MISS, 92, M93, or L91 surfs. May use 900, 90D0. 9700.900% or 9900 Senes Dims. 2 D. DSS, K SW 18 70 70 48 90 ON Swing Rim Exit Device These denies may s iso be petked was 53. 54 SSSB, 57.58. AWE, BT, ET, H1, HZ Sargent Simon. 12-H KP, LK LU, MI, NI, NZ PA PK PG. PI,P2, 9 110{ PRK S t, SZ S9, I% K, TK TL, TPand TU. Yale 7150( F)WSf7250M(FjNS Sulked by P wdh any tombrndlon ad A. B, 0. w S. May bet prethed by SYM May use SOOF w 800F Innis. Carein Russwn ED5470M) x M707 May use M94 suns with any comb'mbon d Mgt. M92, M93, or M91 sulfa. May use 90Q9WD, 9700, 9k00, w 9900 Series aims. Sargent HC44700 3 D. DSS, H. SW to TO 70 48 96 OM Swag Sudate Venal Red Yale 7170( F)WS Sunned by P wsh any combinalon dA B, O, w S. Mty be pmbedby SYLt hUy use 500F w 800F bons. 4 D. DSS, It SW t8 70 70 b 90 01A Swing Cenceidedtnck ro PdN sergemWS.12. 70KHG12.700D These devices they also 4 Pwinetaed wS),SSk 50, 57,56.59. ET, HI. H2. arid TL Cobb Russwb Mt200Q"20e0D, 700' rATOB00 ML20900 May use HES 100Eelectric shalean w-swing dews. 5 0, DSS, H. SW t8 70 70 48 96 Did swing w ktlise Lock May use HES 100E efect c sbike on waawng dows. 82W and R8200 may be prefixed 1n Swing Latch Bak d Dad Bair Sargent 7800, 8200, R8200 air AWE, HI. H2, KP, LK LU, NI. NZ PA PK PG. PI,PZ 0ADC 1KIA PRx St, S2, S3, TIC, T1, TP and TU Yale 1 BBDO Suer x SYM IMay use HES 100E elecbc stroke on ad -swing doers. Way use FL sutkx. Bun 4- VZ x 4. VZ 0 134' thick siseirrindes is env FBC sporoved hinnes may to used Any SDI member hingebeadions may be used Hedges Camxpeaus MCKeffirt SKIMS. IACIC-12 HD MCK.I411D MCK-2%0 Market FM100 FAM FM30D FMIM FM1g0 or FM1111, Pemko CFLISLF40 continuous hinges may be used Any FBC ameared cminuous hince may be used Ards RixSan196PrvdSOmthMID Inlwmedate 010S my be used Adolry Hard/rate 1' dwneter pepwahons rot door posrbon swedtes, Dow position swathes that fa n a cutae measuring 1.2E x 4 075, and Secunson EPT, EPTL, CEPr and SEPT maybe used Ma Is may be used in addeen Io the han wareIKted above. Viewers wDb I*NW smaker hale pepardbn maybe used In -Swing Configurations not approved for water infiltration. ASSA ABLOY, the global leader in door opening solutions. sLLa y Q W r i W M et d CWai a B uVe G_ u 0 c IF p 0 cc d a orrari G f1 w K Q yaj zZ< 8g plW7 ma= yWi' gx Wr- Z O ug,= p m at Z_ °osz o 0 m 3 c J u` LL 15- 2604b I i EMING DOOR PRODUCTS FLUSH SINGLE DOORS tODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. tODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE CYLINDRICAL LOCK A CYLINDRICAL DEAD BOLT MEAD IS 2' MIN.. a 4' MAX S TYPICAL r, Z_ air 36' MAX DOOR OPENING WIDTH INTERCONNECTED LOCK 8iiI O e Z o L 36' MAX DOOR OPENING WIDTH MORTISE LOCK LATCH BOLT A DEAD BOLT 8iI L> ILU O 36' MAX DOOR OPENING WIDTH ASSEMBLYS ASSEMBLY 7 ASSEMBLY B Z Pressure Design Pressure Design Pressue Design Pressure Design Pressure Design Pressure e Water WhereWater Nine Water Where Water where water Where Water n ls NOT nNtraOon IS IntrNathon Is NOT nruuaua, IS wJUathon Is NOT Iedltrellon IS ured Required Required Required Regrsred Required PSF NSOPSF .1.70 PSF N-So PSF H-70 PSF •I -SD PSF CONCEALED VERTICAL ROD EXIT DEVICE Ul K 2 air 48' MAX DOOR OPENING WIDTH ASSEMBLY 9 Design Pressure Design Pressure Where Water While Water nriltrallon Is NOT Infiltration IS Required Required N-65 PSF H-50 PSF FleminDoorProducts RIM EXIT DEVICE 88K 8X Z 0 48' MAX DOOR OPENING WIDTH ASSEMBLYI0 Design Pressure Design Pressoe a Water Where water infiltration Is NOT InRtration IS Required Requked 0-65 PSF 1-50 PSF M9xmum Design Maximum hlnknum Pressure Opening Door DOer Lal"gHardware Description Assembly boa Sncs Door Gauge pst) inches Smug Was, Posdue Negawe width Height Type Brand Model CabnRusswn CL330D Out Swag 01. 3100 DeadMa Sargent MR7,1Q IDG77 10 Lineand IOG77 maybe prdaed such AWE, H1, H2, KP, 11L, LU, N1, N2, Pig PIC PG. B D, DSS, E. H, SW 1B 70 70 36 04 a C11n0[al Lack d nQ, Cylntrcsl0ad Bon 480 DmdDo11 Pt Pt St S2 S1 T TP sed TU Yale 5400154WLN 3600 as DIOO Dartdbrsl 7 D. DSS, E. H. SW 18 70 70 38 84 OUR nlncornecled Lock S t 7500 Yale 4800orCabinR haswn 142000. IA20800, M420700, MI-201100, ML2D90D May use HES 1006 ewine stale on out -swing doss Out Swing May use HES Wild eedne sine on out -swing does. 820D and R8200 may be prefixed 8 D, DSS, E, H. SW 18 70 70 36 81 a Molise Lock In Swag. Loch Boll & Dead Bull Sargent 700D, Mod RWD0 with AWE, HI, H2, KP. LK W, N1, UZ PA, PK PG, PI.P2, 04 DGA PRK St, S2, S3, IA IK TK TI., TP and TU Yale RISK SBBOD it SYM May use HES 1006 cleciric slake on out -swing doss May use FL sutler. Concealed Vertical H(-MD-BBOQ 9 D. DSS, H,SW 18 65 65 48 Out Swing Red Sargent HC- 140.12-BBDO, These dwices may also be prefixed w h 53.55, 56. 57. 58, 59, BT, ET, HI, HQ and TL WSMDMM WS44D. I2-88110, Corbin Rnsswin ED5200S(A) x M107 Mfy use M94 suffix with a" combination d MBt, M92, M93, of L191 sulla. May use 9009800 910119800 or9900Series trms. These devices may also be prefixed wdh 53, 55, 55-50.57. 50. AWE, DT, ET, HI, H2, so D, DSS, E, H, SW 18 65 65 4B 84 Our Swing Rim Exit Dr Ace Sargent NC880Q 1241418800KP. LK, LU, MI, NI, N2, PA PK PG, PI,P2, IML VA PAK St, S2, S3, IA, OC TK TL, TP and TU. Yale 7150[F)WS/ 7250W)W S SW@ned by P with any combination of A B.O. a S. May be parsed by SYM May use 500F or 190F IronsBug412' x 412- O 134- Crack steel limoem at orw FOC rapproyed hincies may be used Am SDI member hiricielocallons maybe used. stages Camnuars Md0m HG30 MCK•12 Ht)mcv i4HD MCK-25RD, Mulod FMI04 FLCM FhCM FM35o0 FM1o0 as FMIII V Pe mko CFLISLF40 commuuus hinges maybe used. Any FBC appmad mmiruaus hinge may be Used Pwds Rason 195 Rival set with M19 ntermedlile phmis may be used Auxibary NarAvrs t' dometer plganaors to door posfion switches. Dow position switches Ihea f4 in a tidal measuring 1.25 s 4 075, and Socuntron EPT, EPTL, CEPT and SEPT may be used. Mag5acks maybe used in aftion to the hardware listed aware Viewas with I' and smeller hole prepwallon maybe used. 3 1 P V j W u V X i c W e i mac€ u N Ln` me V u z of i> oO6 0= i W j ao aeul0O z Wo IY Y W DuWD< O Qm 0 w•c rinzo p u 1 u g in r G 0 IoV O ^ m CA: Zz p0 EJ`z QE 0 3 c J LL m 15- 2604b In - Swing Configurations not approved for water infiltration. ASSA ABLOY, the global leader in door opening solutions. 1 0 EMING DOOR PRODUCTS FLUSH SINGLE DOORS tODUCTS ILLUSTRATED IN THIS DOCUMENT ARE OUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. tODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. SURFACE VERTICAL ROD EXIT DEVICE HEAD IS Y MIN., K 4' MAX S TYPIGLL Z 0 48' MAX DOOR OPENING WIDTH CYLINDRICAL LOCK & CYLINDRICAL DEAD BOLT a ao 48' MAX DOOR OPENING WIDTH CYLINDRCAL LOCK O L2 SWx 0Z z 48' MAX DOOR OPENING WIDTH MORTISE LOCK I I Air MAX DOOR r OPENING WIDTH r Flemin Door Products I B7s A CONCEALED VERTICAL ROD EXIT DEVICE K LIg= L7 Z ao 36' MAX DOOR OPENING WIDTH ASSEMBLY II ASSEMBLY12 ASSEMBLY13 ASSEMBLY 14 ASSEMBLY 15 Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure, Design Pressure Design Pressure Design Pressure Design Pressure Where Water Wlflre Water Where Water Where Water Where Water Where Water Where Water Wnere Water Where Water Where Water Infrltrebon Is NOT InRUawn IS Infilindw Is NOT Infiltration IS Infiltration Is NOT Infiltration IS Infiltration Is NOT InNtration IS Infiltration Is NOT Infiltration IS Required Required Required Required Required Required Regaled Required Required Required H-65 PSF 0-50 PSF +6&-70 PSF H-50 PSF . — PSF HSO PSF -651.71) PSF 1 H-51) PSF -W PSF H-50 PSF Maximum Destpn Maximum Mnmun Pressure Dow orrannp Door LdNVq Hardware Daserption Assanay Doe Sobs Door Gauge 6fs0 inenes) Swoq Naas Positive Nap M Wi2h HeiTro Type Brad Modd Cabin Russwn ED5470(0)x M107 Mayuso U94 suffix wdh eltycaebinsfon dM61, 162, M93, or M91 sulfa. Meyuse 901),9500, 9700. 9600, or 99W Serbs Idms Serpent HC4870011D, DSS, H, SW to as 65 48 81 Our Swig Surface Vpmcai Rod Yde 1170(F)WS Sued by P wen any canbindion of& B, O, S. Maybe preload by SYM. May use500EorGOOFIrySufficedaCahn Russwn CL3100 12 D. DSS,E,11, SW 18 65 65 08 OW SwingCyidlted CylnddCal Lock 8 Dead Boll OL32M Dead Ben 11 Lima Sargent 480 Dead Bol Cabe Russwn CL3100 13 D. DSS, E. H. SW 18 65 65 48 64 Out Swko Cysdned Lock Serpad I Line Cabin Russwn ML2000,11t20600ML20700' Liayuse HES IWB ebtlre sake on ad-swirg doss. fivasa0 kaiaii14D. DSS, E. H. SW 18 65 05 48 64 Out Swing Mortise Lock Mayuso HES 1008 ekelrit strka on outswing doom 82W aid R8200 may bit prefked Sargent 7800, 8200, RB200 wdh AWE, HI, H2, KP, Lit, LU, NI, NZ PA PK. PG, Ptp2, M, 60.f, PRY, St, S2, S3, W, N TK TL TP and TU Yale 8600, 56800 x SYM May use HE 1006 electric sbko on ads Ooas. May use FL suffix. Conceded Nertxal NGMD-86W. 15 D, DSS, E. H, SW 18 60L±158. Oui Swap Rod Sapem IICMDf2880D, nose OMces may also be prdaed wdh 53.55.58, 57, 58, 59, DT, ET, HI, H2 old TL WS-MD8600, WSMD-12-06W Buff 4- 1/2'x 4-f2'0131'INtk sled ern Kwan FBCwrwo0l hkvosma bo used. Any SDI member hkw locdonsmaybe used Hopes Continuous Me HG305 MCK-12HD MCK-14HD MCK.25HD' Mortar FM100 FM200FLOW. FM350D FMf00 or FM1111 Pemko CFMSLF-HD eaukwrs hnoss maybe used An FBL spiInsvedconlinIam Wndare bo used Puns Rkson 195 Pivd ser with M19 infermedidsix6vis maybe used Awderylla isare 1' domda prepemWma for door posoon swichos, Dowposieo switches ina1 B in a cuiad moasum8125'x 4.875%aid Socudron EPT, EPTL, CEPT end SEPT mey be used. k4g3xks ma ba used n addicn ID Ima h810wafe, Hurled Bb&M V1ew815 win 1' and smdbs hob p1UPW M maybe used ASSA ABLOY, the global leader in door opening solutions Bt&; wW >u- LLa. 1, ZQ i 1X.2: W z 3f a W • wLW3• C, cc p WyD 15-2604b 4 EMING DOOR PRODUCTS FLUSH SINGLE DOORS ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE OUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. WLICT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE RIM EXIT DEVICE HEAD IS K Y MIN., LS 4- MAX W TYPICAL lu 0 W MAX DOOR OPENING MOTH ASSEMBLY 1B Design Pressure Design Pressure where water Where wain I16ltretlon Is NOT Infiltration IS Requlmd Required N.80 PSF N-60 PSF SURFACE VERTICAL ROD EXIT DEVICE Xg1Y Q 2 Z ao 3V MAX DOOR OPENING mDTH MORTISE EXIT DEVICE K 3a 0 36' MAX DOOR OPENING WDTH ASSEMBLY 17 ASSEMBLY 1B Design Pressure Design Pressre Design Pressure Design Pressure nitre warn Where water where water mire wain Ir"rabon IS NOT Infiltration IS Infiltration IS NOT M6detio n IS Required Required Req= Required H•60 PSF H-50 PSF HfiDPSF ./-50 PSF CYLINDRICAL LOCK K ZZ O O C 36' MAX DOOR OPENING WIDTH ASSEMBLY 19 Design Pies swe Design Pressure Where Water mire water Infi—Iti Is NOT Inr.horl IS Required Requdrcd D PSF H•50 PSF Flemin Door Products INTERCONNECTED LOCK K gW LSZ d Z ao 36- MAX DOOR OPENING WIDTH ASSEMBLY 20 Design Pressure Design Presslae Where Water mire Water h16ltmllOn IS NOT IfRlalton IS Required ReWlred H$D PSF HSO PSF Aaently DOW SaM w Wn a= Gaspe unammoalpnPr6we DO) VD olef" O KI") COOT S"V Lacnng KWwae DescrYtan Ildn Pmae Nlp+ne ON tam 19e Sam maw CWtiLIRm'srn EDS200S(y2MIDI Lee etsLabWanaycomhrr0onWL6f,LYZ MKtWW+nRa. Matim am arm WK W6ow Same; erns Aly too ld s 0610 am It Mal; 111Cemstis may WsdbepLebea Win Sa SS SS say. 11CamD, f2NC®DD 57.54AWE,9T.ET.NI,IQ KP, IX. W. MI, MI. NZ PA PK PG,P LPZat KLt PJL S1. 531A T TP WV IU 1s D.DSS,E.KSW to W W 36 M OW" Rmn EP2DMe raeeE3 amaeeet sme lnt tceatBPre4msmayee Laedwin am5S Sagms WS6M12AV54MM 57. 54 AVE. BT,ET.NO. HZKP. LX, W. MI, NO. IIZ PA PK PO, P I PZ WL KµRK + 1 1L are 111 VIvICAGE11aft NS w= Yoe 7ISD( F)AIS/TCd(F)WS Wmea byPWalayc omOnrlof WA R. 0. W S. Mar be P01,e0by SKL May we am C* Vh ROssam ED5470(D)1161I117 mea9a SW4 red aytantlroaa1W161LY2 MGM WW1 MIh. MBVLGe O[OD. WO0. W00 W 99W 3Wb mm, Sagtn II04700 17 D. DSS, E.K SW to W W 36 61 OLOSWaq SLMeVWKaIRM Toe 7170" VS Jlae0UYPWMawicw WWbinWAB.O.W3.Ltribe tidI I DYSM R—Wme MIM, rise W. VIo MAY MOD ee PekWWit 5a 54 S&S. S.58. AWE DT. ET. N1. NZ IB D. DSS, E. K SLY to 60 W 36 at OW sft LbUeEO Sm" WSMI)DIMSOD A LKW.M+.In. HE PA PK. PG PIOZµKM PRX, Sf, SZ Sa K KTK 11- a01U COVIORWaab C13f04= D C1.'6M CLTem may be Wed WnassWhpatas_ 6Maren WA MAV De Ladd m W43W rig OM. D Lne aV 1DG77 nMIOe tithed t0 D. DSS, E. K SW b 6D W 36 a1 in 5W1ndW Did A,W CIWVIra Intl SagNa GmD2,f4100" NAIVE.NI,IIZKP,IKW,M+,K%PAPK,PQPLPZµK KMPRX,SI,SZ Kn(TIV TRWTV OClinaltn EPTASWb(C2)uUo oueUL4criantr 1n7bwnE4r6Qu.5104 vale 53.SIMIL . SS ""I' sam. snDu+. sslaoamt KVamnUNLMay beLUO.1115300. 530.1H. $SW. W 5000H Iristo oussn9 18mt E51Wr.A.Irmh E011" 20 D. DSS, E. N. SW to 0 ra I 36 I er OL Arup dbjnwbn twL k Yale MR4-la S-1- W 013PCtt510111 W MW MC IelaW SdmenOWn mcaoam fefaM IIegR CWV1afo It MCX-f21D LL71•+4W MCK-MD L4rWFUI F Dm FTAM R.n WFM1+ff PMIDCF 61FaOcoNkUM m Dersee FBC tifhnra m Oe1atLL sons WnxM1 f'daew Pep MIAMS rordoW PoslmnsWltnfl, DeWPOM101tOatCl OMD m&CUMMMWUMQ 125.14.1Ws. WMSKWDen EPT. EPTL CEPT and SEPT maybe Load as May Guinn m amlen loft MMWae We0 Soft VaWM WMr ardsaa4'f ML memaramanm be Mad AUOaYl/imam In -Swing Configurations not approved for water infiiltration. ASSA ABLOY7 the global leader in door opening solutions. e N a c g Al OL2 ° s W aUJaO,, g IYgL25 rib` w J C J WC Oa=0 =o in Lj G L9C JN" r1 L9 gIW z Z DE 2 s 8= E vt 3c1OLL15- 2604b 0 EMING DOOR PRODUCTS FLUSH SINGLE DOORS ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LSS. ODUCT MEETS REQUREMENTS OF HIGH VELOCITY HURRICANE ZONE. MORTISE LOCK WITH OR WITHOUT DEAD BOLT 00OW0 = X () O Z 0 36' MAX DOOR OPENING WIDTH ASSEMBLY 21 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required 60PSF 50 PSF RIM EXIT DEVICE 09 OS l 0O 38' MAX DOOR OPENING WIDTH ASSEMBLY 22 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required 1-50 PSF H-50 PSF CYLINDRICAL LOCK 15 O r, O W 0x 10 4 Z 0 36' MAX DOOR OPENING WIDTH ASSEMBLY 23 Design Pressure Design Pressure Where Water Where Water Infilttation Is NOT Infiltration IS Required Required SD PSF SD PSF MORTISE LOCK WITH OR WITHOUT D BOLT H 00OW t9 e ujZ 0 MAX DOOR OPENING WIDTH ASSEMBLY 24 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required 1-50 PSF 50 PSF rFleminDoorProducts Maximum Design Madmum bnunl Pressure Opeoorningg Door Latching Hardware Descdptkm Assembly Door Serbs Door Gauge Pao(Inches) Swing Notes Positive NegatNe WkOh Height Type Brand Model Cords Russwh M2000. M 20608, M.20701X May use HES 1006 electric strike or SecudUon MJNL on out -swing doors. Mt10800, M20900 May use HES 1006 electric strike or Secudtron MUNL 8200 and R82MI may be prelkedInSwingor21D. DSS, E. H. SW IB 60 6o 36 84 Oux SwSwinghki the lock Sargent 7800, 8200, R82DD with AWE, Ht, H2. KP, LK. LU, NI. N2. PA, PK. PG, P1,P2. IM, KM PRX, S1, S2. SA IA. K TK. TL. TP. and TU. VingCard Elsale AIS ANSI, Classic, Signiature Maybe used on outswing doors only Yak am Seem x SYM May use HES 1006 electric strike or Secudtron MIINL May use FL su8k. 22 D. E 20 50 50 36 84 Did Swing Rkn Exit Device Yak 21 FNNS 23 D. E 20 So 50 36 64 Out SwingC dcal Lock Yale 4600W Secudtron UNL m be used. 24 D. E 20 W 50 36 84 Ott SwingkNribe Lock Yale 8800, S88W x SYM May use HES 1006 electric strike or Secudtron MUNL May use FL skd0x. Brat 4.112' x 4.W 0.134' Wck steel Inmes or any FBC rov aed hinges maybe used Any SDI member hhW locatbns maybe used. Hinges Continuous McKiriLmy, HMS, MCK-12 HD, MCK-14HD. MCK-25ND: Marker FNhW. FM200, FW00. FM1500. FM100, or FM1111: Pemko CFiuSLF41D continuous hh es may be used. Any FBC &Moved continuous hinge may be used. Pivots Rbsen 195 Pivot set with M19 Intermediate pWs may be used ASSA ABLOY, the global leader in door opening solutions. AY, L. Blr, LLA %! I1 jULL W !: Lm yZj E; 0 rxa - p W 7: i ti p dE N N b_ b u zd 0 j 8= tl a8U3 Wre :g 0W Z 8 O o DCusCCmar Win Q in SxV O ^ m aVc N Z Z O ELL 2 0 0 3 g E LU '> FWF JOGL G u e 15- 2604b NA EMING DOOR PRODUCTS FLUSH SINGLE DOORS ADDITIONAL ELEVATIONS ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 % 4 AT 50 FEET PER SECOND OR 350 FT-LBS. ODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE EMBOSSED PANEL DOORS LIMITED TO 18 GA STEEL rFleminDoorProducts ASSA ABLOY, the global leader in door opening solutions NK L. Bc: XIVDWPU l} W= X{ U W.• aW u3( Lm tu No 3 tmcN UPCWar w 0 y, b z ' a[ O : O K 0 K J o :- 2, rcua o d g V i E p p u z r,8s Q o togOJ02Wu1 K O Wr J KONy=j W zi'i ufa g ins e1 O • U p Z O O E 3 z O 3 O O ULU CLU LL 15- 2604b 9 EMING DOOR PRODUCTS SINGLE DOOR FRAME INFORMATION DUCTS ILLUSTRATED IN THIS DOCUMENT ARE OUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT -LB. DUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. FRAME PROFILE) HEAD FACE 2" MIN, 4" MAX JAMB FACE SEE PROFILES 4080 170 PSF MAX. DESIGN PRESSURE 4" MINJ14" MAX. DEPTH KD 16 GA. MIN. WELDED 16 GA MIN., 12 GA. MAX. FOUR SIDED FRAME WITH WELDED CORNERS ALSO PERMITTED FRAME CONSTRUCTION OPTIONS 4" MIN. 14' MAX 1. 9375' Door Rabbet I - 2- W CONVENTIONAL PROFILE FACE WELDED FACE WELDED NER r 2. 125' Door Rabbet 4' MIN. 14' MAX KERF PROFILE E WELDED CORNER rFlemin DoorProductsAeY% A Ana ^vf z WWWX 4. v uW.. ZkY 4 W L1 9 f CmWovWill u; i Jt; yY I pW.a i b ° if M UU)) po 0 0 c-9 05, W K CCwd °- d005 Wig IY u rt8K 0 ct Wy L.,2asW r.' 0 u G- 7..° L70 Z z ° fG'z 2: 8 s E LU LL G 15-2604b 0 ASSAABLOY, the global leader indoor opening solutions. o EMING DOOR PRODUCTS FRAME TION DUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT -LB. DDUCT MEETS RFOUIRFMFNTS AF TNF MIr:N VFI rN`rTV MIIRRIPANF 7n1dF EXISTING MASONRY OR POURED CONCRETE. 3000 psi MIN. PIPE SPACER ANCHOR WITH Wr EXPANSION ANCHOR BOLTS WITH 316' GRADE 5 SOLT MINIMUM EDGE DISTANCE = 4.0- MAXIMUM SHIM THICKNESS = 0.25' HILTI KWIK BOLT 3 o. O 1.625' MIN. IA (0.053' MIN) SPACER ANCHOR 16 GA (0.053' MIN) EWAANCHOR 0 SUIT O SUIT JAMB DEPTH _ JAMB DEP- TH V MAX. THICK AM STEEL SHIMS WELDED TO STRUCTURAL BUILDING MEMBER WITH FILLET WELDS MEASURING Y LONG AND SIZED AS FOLLOWS USING E6018 ELECTRODES. FILLET WELD SIZE SAME AS SHIM THICKNESS FOR 0.053' TO D.125' SHIM THICKNESS. WELD SIZE UB' FOR > D.12V TO 114' SHIM THICKNESS. STEEL SHIMS WELDED TO BUILDING STRUCTURE WELD HOLLOW METAL FR TO SHIM WITH 311V WELD 1' LONG BOTH SIDES OF F Y X ?*STEEL SHIM PLATE(S). OR TO SUIT FRAME JAMB DEPTH MAXIMUM SHIM SPACE 114' Expansion Shell, Masonry Strap, Masonry T, Masonry Wire, and Welded to the Building Structure Anchor Requirements for Jambs Up to an including 70 psf Opening Max. Distance Min. Anchor Maximum Height From End of Quantity Spacing Inches) Jamb inches) Up to 88" 12 4 24 90" 12 4 24 92"-96" 12 4 24 MAXIMUM SHIM THICKNESS 0.25 CMU BLOCK AND THROAT OF FRAME FILLED WITH 30DO PSI MORTAR MASONRY WIRE ANCHOR 0.165' DIA. MIN. OPERATING RANGE 3' - 12' 16 GA (0.05r MIN) VemiDoorProdur CAST IN PLACE FRAME 1.) Building walls must be designed to supportand sustain bads developed by the door anxd frame assembly and transfer loads to the building structure. 2.) Rough opening material, by others, must be installed properly to transfer loads to the building structure. 3.) Anchoring or loading conditions not shown in these details are not part of this approval. 4.) Anchor embedment to base material shall be beyond wag dressing or stucco. Wood density, G = 0.55. Anchors shall be as listed and spaced as shown in the table for each group of products. Substitution of components must be in compliance with the current Florida Building Code. ASSA ABLOY, the global leader indoor opening solutions. n U) G= o O6 Wcr0a o- aoa3 aU) W sigg OITO maZ }rWUW'a 01 W "•Z i c u0R22 3 cZ z $ T z U E J0 _ LL 15- 2604b 09' LEMING DOOR PRODUCTS FRAME ANCHOR INFORMATION ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE OUAUFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT SD FEET PER SECOND OR 35D FT -LB. ODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. 18 ga. (0.041* MIN.) AM CTI,r% AM('Wf%DQ PE SPACER ANCHOR WITH 3/8" WOOD SCREW OR LAG BOLT INIMUM EDGE DISTANCE = 1.75" MAXIMUM SHIM THICKNESS = D.25" 14 Stud Anchor Requirements for Jambs Single Doors Up to an includmg 70 psf Max. Opening Distance Mn. Maximum Height From Anchor Spacing inches) End of Quantity inches) Jamb Up to W' 12 4 22 90" 12 5 22 97'-W i 12 t 5 22 SUP -IN STUD ANCHOR WELDEED TO FRAME CONNECT TO STEEL WITH #8 X 1" GRADE 5 SHEET METAL SCREW. 4 SCREWS REQUIRED PER ANCHOR; M DISTANCE- 0.328" 0.041' min.) STEELSTUDS WELDED WOOD STUD ANCHOR WITH 98 X 1" GRADE 5 SHEET METAL SCREW; 4 SCREWS REQUIRED PER ANCHOR; MIN EMBEDMENT = 1"MIN EDGE DISTANCE = 0.524" WOOD STUD 16 ga (0.053" MIN.) WOOD STUD ANCHOR Vlemi ' r. Door Producls 14 x 1" GRADE 5 SHEET METAL SCREW '•. 2 SCREWS REQUIRED MAANCHORLOCATION. Z1W• jV WeiL 18 ga (0.041" min.) QW U3(( Lm W o` STEEL STUDSffWlit NOf7C; C W ) b 0 " U') eM 16 ga (%.) WOOD STUD ANCHOR WELED WOOD STUD ANCHOR WITH #8 X 1" GRADE 5 SHEET METAL SCREW; o 4 SCREWS REQUIRED PER ANCHOR; !] 'o v gMINEMBEDMENT = 1"MIN EDGE DISTANCE = D.524 ( u ti Other Frame Information 1.) Building walls must be designed to support and sustain bads developed by the door and frame assembly and transfer loads to the building structure. 2.) Rough opening material, by others, must be Installed property to transfer loads to the building structure. 3.) Anchoring or loading conditions riot shown in these details are riot part of this approval. 4.) Anchor embedment to base material shall be beyond wall dressing or stucco. 5.) Wood density, G = 0.55. 6.) Anchors shall be as fisted and spaced as shown in the table for each group of products. 7.) Substitution of components must be in compliance with the current Florida Building Code. aS5a Wdg Ly ti8lotLL Q U O WWOODSTUDOasW z p W8 Jab. o-m 2Xti Z Z 000 E z o E LU_ b 3 W J 0 LL ASSAABLOY, the global leader in door opening solutions. 15-2604b 10 LEMING DOOR PRODUCTS WEATHERSTRIP INFORMATION emintriFl ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT ISO LB 2 X 4 AT SO FEET PER SECOND OR 3W FT -LB. l Products ODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. MKO WEATHERSTRIP USED ON SINGLE FLEMING DOORS AND FRAMES WHERE WATER INFILTRATION IS NOT REQUIRED. ASSAABLOK. i PEMKO PEMKO PEMKO S88 303 2005 PEMKO 181 PEMKO 177 PEMKO S88 PEMKO 2005 ASSAABLOY, the global leader indoor opening solutions. FRANK , N uz o 0 o>> O009 , J'o pC8uaa1584Wo--o QC>uco O I C Wr Z J 0Q WNN1 J N f G uScosm D Zc o E Z g E 5 cLU _ LL 15- 2604b 110 LEMING DOOR PRODUCTS WEATHERSTRIP INFORMATION r Flemin ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT -LB Door Products ODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE MKO WEATHERSTRIP USED ON SINGLE FLEMING DOORS AND FRAMES WHERE WATER INFILTRATION IS REQUIRED. A.%AABWY 315C S771 pAND1 12' LONG P381 APPLIED ON SILL STARTING AT LOCK JAMB. P385 REMAINDED OF JAMB SINGLE DOOR USES P3BS P381 AND P385 12' LONG P381 APPLIED ON RABBET TOWARD STOP STARTING AT SILL. REMAINDER OF IAMB USES P38S f SINGLE I U 0KOPEMKO, P242 PEMKO 2008 b o PEMKO PEMKO P261 P381 PEMKO PEMKO PEMKO II S77'1 S44 316CN IUI WMAL TMESHOU) 11oumnue DETA L Ir o.C. TYP. 1/4' ITW TAPCON W/ 1.3/4' EMBEDMENT AND 1' MIN. EDGE DISTANCE TO 3192 PSI CONCRETE PEMKO, P385 L:: PEMKO 346C W LLa gzZWWr "x! U WE• 1 /E Qw ° 9 WWtwazal3g3s: N'3 W .a. i i ° LA b u • z j Do' ^ g g= Oaua oaCsWtqa rg<g` Q Q N W = 0 V Off.m 0: '"H Zz °O f3z o EN ; o J ° LL G 15-2604b ASSAABLOY.thegloballeaderindoor opening solutions. l U 2 V THIS INSTRUMENT PREPARED BY: Name: Address: NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: I (,— MARYANNE MORSEr SEMINOLE COUNTY CLERI% OF CIRCUIT COURT & COMPTROLLER 8K 8779 Ps 855 (iPss) CLERK'S : 2416103421 RECORDED 10/03/2016 01:07:48 PM RECORDING FEES $10.00 RECORDED BY htleyove Parcel ID Number: D-5 - lf - 30 --17 0 0 V 6?-0# - 6630 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 ticz, ice. 1 Legal description of the,,property and street address if available) n=o- J I 5.A-N L GENERAL DESCRIPTION OF IMPROVEMENT: A f>a m> WNI s /kD° OWNER INFORMATION: Name: 1F)rVCQ Address: / 516 a, Fee Simple Title Holder (if other than owner) CONTRACTOR: Address: 6%, =NC_ A9-ram m,9-, Persons within the State of Florida Designated by Owner upon whom notice or other dl as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates To receive a copy of Section 713.13(1)(b), Florida Statutes. 6,0r-; may be greed o' Of Notice as Provided in 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, I declare that I have read the foregoing and that the facts stated in it are true to the best of m kn wled ' and belief. 3Mt;j b Owner's Sig a ure ` 111111 L l Owners Printed Name Florida Statute 713.13(1)(g): ' he own/must sign the notice of commencement and no one else may be permitted to sign in his or her stead:' State of f Qf Clt, County of p c - The foregoing instrument was acknowledged before me this Z 1 day of PIrn o-2r , 20 i Ir by _C t' kes J . fff N 4?-11 . Who is personally known to me Name of person making statement OR who has produced identification type of identification produced: Notary Public Stale of Florida Mikeela N Odell My Commission FF 969550RExpires03/0912020 n,,' 1.IW, t--- - l r_ . NKL , .E. FLEMING DOOR PRODUCTS FLUSH SINGLE DOORS rFlemin, PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT SO FEET PER SECOND OR 350 FT-LBS. DOGE Prodi PRODUCT MEETS REQUIREMENTS OF HIGH VELOCITY HURRICANE ZONE. M I'7' I NO. 46GENERALNOTESW: TA '.I 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA = 'O BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 2D1 / 202 203 STANDARDS. LARGE MISSILE IMPACT IS QUALIFIED FOR MISSILE LEVEL D ONLY. 7HI5 PRODUCT IS NOT INTENDED FOR USE ON ESSENTIAL FACILITIES WHEN INSTALLED WITHIN WIND ZONE 3, WIND ZONE 4 OR THE HVHZ. 4 ' 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND fI Q t w LOAD DURATION FACTOR Cde1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. w W 6 f L .( 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SMALL BE W W DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. DESIGN PRESSURE N a 3REQUIREMENTSASDETERMINEDINACCORDANCEWITHASCE7-10 AND CHAPTER 1609 OF THE FLORIDA O w e BUILDING CODE SMALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY iO, p E VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 o SAFETY FACTOR. e i S. ANCHORS AT HEAD AS NOTED HEREIN SMALL BE CENTERED AT HEAD, WITH ANCHORS TO MASONRY z SPACED 6. O.C. AND ANCHORS 70 WOOD OR STEEL SPACED 4. O.C. U., pDOO n 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. O cc 6 : 14 FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS a G 4: a O Ow DOCUMENT. OL C c LS 8 00 t O c 7. THE ADEQUACY OF THE EXISTING STRICTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SMALL BE VERIFIED BY OTHERS. OPTIONAL WOOD BOOKS OTHERS) 0 < ° x W w azOBY 0 a: uSHALLBEANCHOREDPROPERLY70TRANSFERLOADSTOTHEEXISTINGSTRUCTURE. x L902.0 aV[:N 8. ALL ALUMINUM SMALL BE 6063-T6 ALLOY AND TEMPER UNLESS OTHERWISE NOTED.UNLESS OTHERWISE Z z p w -I z NOTED, c 3 LJO O 9. ALL COLD ROLLED STEEL SMALL BE AS681AS68H AND ALL STAINLESS STEEL SMALL BE ASTM A480/A480M, J o UNLESS OTHERWISE NOTED. LL- 10. HARDWARE SHALL BE INSTALLED PER MANUFACTURERS' INSTRUCTIONS. 11. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION ANCHORS) SHALL BE ZINC COATED STEEL, aq- 8 A GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. pIplpp! E 12. PLASTIC COMPONENTS USED WITHIN THE HVM2 MUST MEET ALL APPLICABLE FIRE/SMOKE/W j; PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE AND SMALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AS REQUIRED. 13. Ili ALL DISSIMILAR MATERIALS SHALL BE PAINTED, PLATED, OR OTHERWISE PROTECTED FROM CORROSION. ALL WOOD SHALL BE PROTECTED FROM EXPOSURE AND FROM CONTACT WITH DISSIMILAR MATERIALS.1p 8y _/ A. y ITO14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF TH6O20 SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES B SAVES "ARMLESS THIS ENGINEER FOR ALL COST B DAMAGES INCLUDING LEGAL FEES a APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM I LannallaNALe.uEoorl ERECTION, B CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, 8 FEDERAL CODES B FROM DEVIATIONS OF THIS PLAN. BY. '— 15-2604b SCALE: NT s I - rACE DESCRIPTION: IS. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 92 16. ALTERATIONS. ADDITIONS. HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. ASSA AB LOY, the global leader in door opening solutions. EMING DOOR PRODUCTS FLUSH SINGLE DOORS ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. ODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. CONCEALED VERTICAL ROD EXIT DEVICE HEAD IS Y MIN.. 4' MAX gg L9 TYPICAL a a 48' MAX DOOR OPENING WIDTH RIM EXIT DEVICE t7• z z 0 48' MAX DOOR OPENING WIDTH SURFACE VERTICAL ROD EXIT DEVICE a 8= Lu C 48' MAX DOOR OPENNG WIDTH CONCEALED TWO POINT LOCK ggK b z 4 LU 48' MAX DOOR OPENING NADTH rFleminDoorProducts MORTISE LOCK LATCH BOLT 8 DEAD BUT irO CC) S o F 4'MAX DOOR OPENING WIDTH ASSEMBLY 1 ASSEMBLY ASSEMBLY] ASSEMBLY• ASSEMBLY 5 Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Amwe Design Pressure Design Pressure Design Pressum Design Pressure Where Water Where Nutter Where Hitter Where water Where Water Where Water Where Water Whom Water Where Water Where WaterInfitmubnIsNOTInfiltrationISinfidmtbnIsNOTInfiltrationISInfiltrationIsNOTInfiltrationISInfiltrationIsNOTInfiltrationLSInfiltrationIsNOTWiltratbnIS Requited Required It- Required Required Required Requited Required Required Requited N-70 PSF NSO PSF N-70 PSF NSO PSF H-70 PSF 4-50 PSF I SO PSF N-70 PSF H30 PSF Matdmum Design Maximum Assembly Does Seder Mnknum PassiveOD= Does Latching Hardwire Description NotesDowGaugeIPsBInches) Swap Positive Nagalive Width Heighl TM Brand Model Conceded Vertical1D. DSS, KSW 18 70 70 40 90 Ow Swap Rod SargentSargent HC-MD-12MM These devices may also be ordoted with A ,55, 55.57. Sig 5% BT, ET, H1. H2, and TL wS-MDMW WS-M I2-AMW Cabe Russwn EDS200S(ly a M107 May use L90 such with any combination of ?MI. L92, L93, a M91 sdfa. May use om9wo, W00, 9800, as 9900 Series buns. 2 D, DSS, H, SW t0 70 7D 48 96 Out Swop Rlm Exit Device These devices may also be parked with 53.55. 5S58, 57, 58, AWE, BT, ET, HI, H2 Sargent HC0 M. 12-HC0SDC KP. LK LU, Mi, NO, NZ PA PK, PG. PI.P2. IM, WA MU( SO. S2, S3. Ili K TK TL, P andTU. Yale 7150(FTNSf72WM(F)W S SuBked by P with any combination as A B, O, a S May be pefaed by SYM May use 50IIF or 000E hips. Cann Russwin ED5470(B) it M107 May use L94 sulfa min any combination d MI. A92, AM or M91 su1Pou. May use 90 OWD, 9100.9800, or 9900 Series Isms. Sargent HC487003D, DSS, H. SW to To 70 48 9G Our Swmg Surface Vedcal Roo Yale 7170(F)WS Su0aed by P will any combination dA B, O, or S May be ptefaed by SYM May use W F a GOOF ones. 4 D. OSS, H, SW is 70 70 48 90 Ow Swing Concealed Two Pod Sargent WS-12.700Q HC-12.7000 These devices may also be pdaon edw53.55, 5G, 57. 58. 59, Ef, HI, H2, and TL ck CahnRusswn M1200OL M12MI111)• ML20700, M.20800 L020900 May use HES 1000 electric strike an rea-swing days. 5 D, DSS, H. SW 10 70 70 48 95 Od Swig a Mortise Lock Mby use RES I=electric shee on aaswng does. 0and RMW may be Prefixed in Smnp• La" Bat It Dead Bolt Sargent 7800, 9200, R8200 sh AWE, H1. HZ KP, LK LU, NO, NZ PA PI( PG, PI,P; plK g0.1. PRK St, S2, S3, IK T TP IndTU Yale 81100 Saw a SYM IMary use RES IWO ciechi: strike on oul-swino Ooas. May use FL suifix Bull 4. trT s 4- V2' 0.134' unicksleelhinaes a any FBC appovedlikines maybe used Any SDI member hinge locations maybe used Hinges Continuous 116tKinney HWDS MCK.I2 HD MCK-14HD LLCK-25HD Market F111100 FLO00 FLOOD FM100 a FM11 IV Pemko CFMSLF44D continuous Wren Mal be used Any FBCa rwed[ontnuous hinge maybe used P"as I Rrasan 195 Paid set with M19Inermediate vivots may be used Aadbry Hardware I- diameter peparallans for door position switches. Door position switches Net Is n a cutout measuring 1.25'a 4 075, and Socuntron EPT, EPTL CEPr and SEPT may be used Ma kit maybe used In Addition to the hardware IfsteO Bowe. Hewers With V and smaeer hole pepW Won maybe used 11 In -Swing Configurations not approved for water infiltration. ASSAABLOY, the global leader in door opening solutions N b N Vuu z $ N Do' O g a854 2:2 Y W OISO it= "a IW ZG aim o m eVc N Zz 0 XLLz W 3 0 E u w J _ LL 15-2604b L EMING DOOR PRODUCTS FLUSH SINGLE DOORS tODUCTS ILLUSTRATED IN THIS DOCUMENT ARE OUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS tODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. CYLINDRICAL LOCK 8 CYLINDRICAL DEAD BOLT HEAD IS K 2' MIN., S TYPICAL r, Z air 36' MAX DOOR OPENING WIDTH INTERCONNECTED LOCK e ag L 36' MAX DOOR OPENING WIDTH MORTISE LOCK LATCH SOLT 8 DEAD BOLT Oct i air I_ 36' MAX DOOR OPENING WIDTH CONCEALED VERTICAL ROD EXIT DEVICE W z air 4S MAX DOOR OPENING WIDTH rFlemiDoorProdui RIM EXIT DEVICE Cc So O w O 48' MAX DOOR OPENING WIDTH ASSEMBLY ASSEMBLY 7 ASSEMBLY 8 ASSEMBLY 9 ASSEMBLYIO Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Where water where water vNrem water Where Water Where Water Where Warm Where water Where Water where Water Where Water Infiltration Is NOT Infitrallon IS mfiltrabon Is NOT Infiltre0an IS Infdtritan Is NOT Infiltration IS Infiltration Is NOT Infiltration IS Infiltration Is NOT Infiltration IS Required Required Required Regaled Required Required Required Required Required Requked H-70 PSF .l-WPSF -1-70 PSF N-SD PSF H-70 PSF H-SD PSF H$5 PSF HSO PSF H$S PSF H-SO PSF Maxmum Design Mwrmurn kLnknum Pressure Odor Opening DOm Latching Unaware Description Asses" Door Series Gaups PSI)(inches) S'"np NotesDoor Posuwe Ne9atwe WiOlh Height Type Brand Model Corbrbn Russwn CL3300 Om swing Duty Deadboa Serpent 65047,tgSOG77 to Line and SOG77maybe preload wNAWE. Ht,H2,KP,LKLU,N1,N2,PAPK,PG, 6 D. DSS, E. H. SW 1B 7D 70 38 CyknoscdLack d in swing Cytndcsl Dead Bell 480 Deadboll PI P2 I St S2 S3 7K T TP aid TU Yale 5400JUD LN 9 36MorD100Dendodt 7D, OSS. E. H. SW 18 70 70 38 84 Our Swing IHmcmnected Lock S lgeYale ism 411011) Corbin Rtsswn LA2000, ML20600, ML Po7D0, LAL2080D IA20900 kb use HES 1006 electric strike on out -swop doss Our Swing May use HES 1006 electric sinke on ad -swap dams B200 and RUM may be pictured 8 D, DSS, E. H. SW 18 70 70 38 B4 or Manse Lock n SwW Laich Bell 8 Dead Belt Sargent 7800, 0200. R11201) withAWE, III, H2, KP, LK W. NO, NZ PA PK PG. P1,P2, W IKM, PRX St, S2, S36 to T I TL TP andTU Yale saw. SBB00 s SYM Wy use HES 1006 electric slake on oul-swap dross May use FL suits Concerted Vertical 9 D. DSS, H,SW 18 65 85 48 84 Out Swap Red Sargent Sargent HC-MD- 12.01M These devices may also be prefixed with 53 ,55, 56, 57. 52, 59. ST, ET, NO, HZ and TL sus-MD4W WSACL12-Bean C rbn Rrsswin ED520OS( A) x M107 May use L94 su6ur win any combination of hi81,192,193, or L91 sutra. May use 900 970D 91101)or 000 Scores Imes. These deices may also be poetised with 53. 55, 5S5Q 57. SA AWE, ST, ET, HI, H2, 10 D, DSS, E, H, SW I8 65 p5 48 N Out Swing Rin Em Device Sargent HC8800, 1244C8800 KP, LK, LU, M1, NO, NZ PA PK PG, P1,P2, M, B(kt PRx S1, S2, S3, IA, BC TK TL, TP andTU. Yale 7150( F)W S/725DM(F)wS Suffixed by P with any combnabon or A B, 0, or S MAY be prefeed by SYM May use 500F m IDOF Inns But 4.1? x 41R' 0134' Nick ! wovedhimm maybe used Am SDI marine Mae locations MaY be used. Hinges Continuous VMm N MCK-12 HD MCI414LO MCK.25HD, Marla; FMIOD FMZK FOXIM FkO5OD FMIDD m FM1111: Pemko CFMSLF-HD continuous hiniSes maybe used.Afty FlICapIxtived continuous hiftor Melba used Purls Rason 195 Perm son with M19 Intermediate s may neused Auofery Hardware P demure, preparebons Iw doe postionswrlcbes, Dom poseons+4ches Ihsl f4 in a cmout mensudng 1.25 x 4 875', and SacurroonEPT, EPTL, CEP7 and SEPT maybe used ktlpfrcts maybe used In oddikxn to the hardwme ksled sbaue Viewers with 1' and whal er rime orepwall n maybe used 15-2604b In -Swing Configurations not approved for water infiltration. ASSA ABLOY, the global leader in door opening solutions. 1 0 EMING DOOR PRODUCTS FLUSH SINGLE DOORS r Flemir-2MtODUCTSILLUSTRATEDINTHISDOCUMENTAREQUALIFIEDFORLARGEANDSMALLMISSILEIMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. Doti Produ tODUCT MEETS REQUIREMENTS OF HIGH VELOCITY HURRICANE ZONE. SURFACE VERTICAL ROD EXIT DEVICE HEAD IS o< r MIN , 4• MAX S TYPICAL 0 Air MAX DOOR OPENING WIDTH CYLINDRICAL LOCK 8 CYLINDRICAL DEAD BOLT K L9g= as 0 48• MAX DOOR OPENING WIDTH CYLINDRICAL LOCK KS2 WX i o 48• MAX DOOR OPENING WIDTH ASSEMBLY 11 ASSEMBLY 12 ASSEMBLY 13 Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure I Design Pressure Where water Where Water Where water Where Water Where Water Where water Infiltration Is NOT Infiltration IS Infiltration le NOT InNtrabon IS Infiltration Is NOT InNaallon IS Regaled Required Regaled Required Required Required 145 PSF H-50 PSF -69-70 PSF N-50 PSF HES PSF •f-50 PSF MORTISE LOCK 48' MAX DOOR OPENING WIDTH ASSEMBLY 14 Design Pressure Design Pressure Where Water Where water InGltrelin Is NOT InIabetion IS Required Required 651-7D PSF N-50 PSF AMA CONCEALED VERTICAL ROD EXIT DEVICE I C2 0 36- MAX DOOR OPENING WIDTH ASSEMBLY 15 Design Pressure Design Pressure Where water Where water Infiltration Is NOT Infiltration IS Required Required I40 PSF H-50 PSF Maximum Design Maximum Minimum Pressure, Door Deming pour Latching Hardware Description Assembly Door Series Door Gauge Ba0 sines) S""o0 Notes Posiive Nepativo Wdm Height Typo Brand Mold Cahn Russwin ED54TO(3) x M107 May use M94 suffix with anycmmbinetdn of M81, M92, M93, or L91 sulfa. May use OW.9800, 9700. 980Q or 9900 Series Inns. Sargent HC4470011D. DSS, H, SW 18 65 65 48 84 Our Swing Su16co VCnial Rod Yale 1110(F)WS Sulfured by will any combination of& B. O, or S. Maybe prefued by SYM May use SM or 60OF Irins Cabin Russwin CL3100 12 D, DSS,E, H,SW t8 BS 65 48 84 Out Swop Ctlsdricd Lock ItCyentmalDeedBoa DL3200 Deed Bur 11 Line, Sargent 480 Dead Bolt Cabin Russwin CL3100 13 D. DSS, E. H. SW is 85 as 48 84 Out Swing Ctiidnrd lack Serpent 11 Line CabinsRusswin ML2WD'7' May use HESIWOelectricsbkonaeswinpdoors.2 May use HES 1008 electric sake on out -Swing dams. VW and R8200mBy be proleed14D. DSS, E. H. SW 18 65 05 48 84 Out Swing Mortise Lock Serpent 7800, AM. RB2W win AWE, HI, H2, KP, LK, LU, NI, NZ PA, PK. PG, PI P2, M. DMI, PRK, St. S2, S3, 1% K. TK TL TP and TU. Yale NW. 58800x SYM May use HES f005 Mettle sake on olAsw doors. May use FL suf4. Versed HC-MD 8SW. t5 D, DSS. E. H. SW 18 BO BD 30 BI out swingSwinp Sargent IIGMD-I2-M. nose devices may also be prdmed wen 53 ,SS. 58, S7, 58, 59, DT, ET, H1, MZ and TLITRod WS41D418OD, WS40.I246W Bum 4-1/r x 4-12' 0.131• thick slew hftn or any FOC appnwod mines maybe used Any SDI member harp localins maybe used Hinges Continuous McKn HG305 LICK-12 HD MCK-1111D MCK-2514D Marker FM100 FM20D FM300 FM3500 FMt00 or FMttIt. Ponko CFMSLF-HD continuous humies maybe used AnyF8C approved continuous hinge mbe usod. Prins Rkson 195 Pwd set won M 19 intermediate P6,0115 May be used I* diameter preparations for door position switches, Door position swtoees that R in o edoet measuring 125' x 4 875, and Saeurcnal EPT, EPTL, CE PT and SEPT may be used. AnmferyHardwere Maglitcks maybeused in addlon to the hedware IK1ed above. Viewers with 1' and smaller hob preperelda maybe Used. ASSA ABLOY, the global leader in door opening solutions aU y zxe ULL Wri a W U 00 Wof go3W;s• a cc pWv ] O. V/ b U • z a OA,s 0 0 S s Of o a o a ;, S UPQCosWuaJ = CO < m0 Wear xW z4 i Sri V t; Zz ° p E3z 0 0 g EE LU LU G LLU 15- 2604b 4 EMING DOOR PRODUCTS FLUSH SINGLE DOORS ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 5D FEET PER SECOND OR 350 FT-LBS. ODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE RIM EXIT DEVICE HEAD IS r MIN.. 4• MAXSLoWxTYPICAL 0 36' MAX DOOR OPENING WIDTH ASSEMBLY 15 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required Hmli0 PSF 1-50 PSF SURFACE VERTICAL ROD EXIT DEVICE US 2Z UP O 36' MAX DOOR OPENING WIDTH MORTISE EXIT DEVICE rc O 3V MAX DOOR OPENING WIDTH CYLINDRICAL LOCK QQK y 2 aO 3r MAX DOOR OPENING WIDTH r Flemin Door Products INTERCONNECTED LOCK ou 0 x y aO 36- MAX DOOR OPENING WIDTH ASSEMBLY 17 ASSEMBLYI6 ASSEMBLY 19 ASSEMBLY20 Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Desgn Pressure Design Pressure Design Pressure Where Water Where water Where Water Where Water Where water Where Water Where Water Where water Infiltration Is NOT InfiltmKM1 IS Infiltration Is NOT Infiltration IS InfilUallon Is NOT Infiltration IS Infrltregon Is NOT Infiltration IS Requited Required Required Required Required Required Required Required H-60 PSF H-50 PSF H BOPSF ./-$o PSF H-BO PSF H•5D PSF H•60 PSF -1-50 PSF MaOeee Desgn emu" omeBDOW 1lcnfg Hidram Da[I eb1 SSAOnI1y Derr SOPS Di a ofteles) aft Holes Peeve Netione W1M He0fa TYR Dam mom Caen Rusem E057DDS(A)IM107 mem9esum sNaysomWeamdt6t, m9Z MRT orm9l stair marine DmD Wm mm man Seim mms reeHES OMDooax aft Tlese onrces mryasooe pe4ea sail 51 SS, 55• sm" NCDeCO3 12HC®00 57.54AWE. ST.ET.H1.HZ KP, IK,W, MINI, Nt PA PK PO, PI PtµKµlit_ 16 D. DSS, E. H. SW Is DD W 36 04 OulSUIIp Ran Ed Devoe ieeHESSD00DtlODK MSG TIfe ttlbaaOPraams Maybe IaLW vN5D.50.55 Sargent W3400D, 12-LV540W 5 5D.AIVE.By ET.HI, H2 KP, IK, W MI, NI NZ PA PK PG PI.PZµslat R% St S W 7 1P anti TU Esae AS rC Yale 7150(F VSlrL'QI(F)WS tea, ryPWan aeysmWlfiDIn OA D. O. d S. Maybe peDaoDOy SYM LoyMe or mw 1 6 I. CeremRUSWmED5s7gB)s M101 snalr•40 aysenblar000 m61, 1.94 Mfil O m9l lives fAaVLIW 9fOD, 4/04 De00 aa90D seal tans sager HongO 170.DSS,E.KSW Is 60 Do 36 M Outsvtig SM4xevemraaed Mae 717%" vae0b/PWmlayeonenalxndAB,O,OS WyDe txda Dy S"A"Me mm Ipefk- mryewee plebeo Wan Sa 55&k%.57.5D,AYE.DT,ET,HI112 to D, D53 E. H. SW is 60 W 36 64 WSng fAytleEm Sa gem WSZD0D 12wsaDw P,LKW.MI,NI,IQPA RI.Pq PIP;µNµPRx,SI5257Nm M.7L am TU Conn Rusmm 0.310D, M, CLXM OudaonMA myaeuneOOl OlbiWlp OOas_ MUMMUI0. mBy DelaromaksengdMm tOLneSWIDG77MD)Wpehe0 Sagan 6:LD.7,10.10Gr7 N1AYE,HI,II;KP,ULW,NI,NZPAPK.PGPI,P2,µm,KµPRK,SI,SZ Msvkv* w SIA71CTl.TP,aatU DICEPTAsate(C2lydedasanale itmulcranbr 10 D DSS.E H SW M 6D BD 56 µOur Swap Cpvka lttm bTDurn EerdWl. Sa00. Yale 9001I11flesa EMIDW 5dm. SlODUI. s5=x srmt uomnUNLmyaetaed Waf SDDD. SDQirI SHOD e5loala b[b en ovssng COM E54M.aTauen mors E• 7MarI 20 D. DW. E. H. SW is 60 ro 36 a namn,ecedUel, r" BIS e-1?ILVIg15s'ImcKsrem a FBC s aemM Bd mender soatlKem 0e riled HYges Cor'aaaos MGI.1t HD MG4f1O MCK-ZHD L% .FMI FA F 0 FMI .IFMIIIf PemNDCFKISIF40conLhu m Demod FBCa [odrsala m IR loco pmeRbnm it106 Wan Mfg M m oc rAld AaafyHaarao raamele PreprmsraaoorpuDln svtles, Do0rlbsfWfsrtea 0at011acvodmansuap 12Sa1D75'.anSeoubon EPT. EPIL, CEPTaa SEPTmy Demed I. Ism to lam IDWAMntolfelamsaeiStWaeofe Mmem•7mrausmalefroe mdmm eeunea In- SwingConfigurations not approved for water Infiltration. ASSAABLOY, the global leader in door opening solutions. NK L. Bic:: V) GV no 0 a u 0 W 0 ^ eW W L) 2 La- c O z d o a pit tg O' m Da Z W y C Qa No N rQxL9p 2ZZ O E 2 0 3s E J LL E 15-2604b N EMING DOOR PRODUCTS FLUSH SINGLE DOORS ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE OUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 35D FT-LBS. ODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. MORTISE LOCK WITH OR WITHOUT DEAD BOLT C 17 oX= z O 36- MAX DOOR OPENING WIDTH ASSEMBLY 21 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required M-60PSF 5D PSF RIM EXIT DEVICE Ix Ow Cp1 2 f0 ? O 36' MAX DOOR OPENING WIDTH ASSEMBLY 22 Design Pressure Design Pressure Where Water Where Water Infdtraton Is NOT Infiltration IS Required Required 50 PSF 50 PSF CYLINDRICAL LOCK O ra o= iZ kO 36' MAX DOOR OPENING WIDTH ASSEMBLY 23 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required 50 PSF 50 PSF MORTISE LOCK WITH OR WITHOUT D BOLT r S0irr3: 0 4 z z O F 36' MAX DOOR OPENING WIDTH ASSEMBLY 24 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required N-50 PSF 5D PSF rFleminDoorProducts Mexkousn Design Mandmum MInlmum Pressure 0Door9 Door Latching Hardware Description Assembly Door Series Door Gauge PSO Inches) Swing hglea Positive Negative Width eight Type Brand Model Corbin Russwln MI-2W0' MIL20M. LIMOO' May use HES 1006 electric strike or Secudtron MUM. on at -swing doss. M_20800.ML2D900 May use HES 1006 electric suite or Secudtron MUNI. 82M and R02001 may be prefixed h Swing or21D. DSS. E, H, SW IB 60 60 36 84 Out Swing Mbrthe tack Sargent 7800. 8200. R8200 wfth AWE, HI, H2, KP, LK. LU, Nt. W. PA PK, PG. P 1.P2, FA MML PR), St, S2. S3, IA. K. TK. TL. TP. and TU. VlrgCerd Eisele MS ANSI, Classic. Signature Maybe used on doors only Yale B8W. SBB00 x SYM May use HES 1006 electric strike or Securitron MUM- May use FL su8tr. 22 D. E 20 50 5o 36 84 Ora Swing Run Eat Device Yale 2100(nWS 23 D, E 20 50 50 36 84 Oil Swing cal Lock Yale 4WOW Securitrai UNI. may be used. 24 D. E 20 50 50 36 84 Out Swing MoNse lack Yaa 8800. S8800 x SYM May use HES 1006 electric stile or Securiuon M1NL May ins FL sidOx. Bub 4-12' x 4.1/2' 0.134'thlck steel hinges or any FBC approved hinges maybe used. Any SDI member hinds locations maybe used. Hinges Continuous M Kkine HG305. MCK-12 HD, MCK-14HD, NCK-25HD: Msrter FM100. FM21A FW006 FM1500, FM100, or FM11t 1: Pemko CFMSLF-HD continuous hIn es maybe used. Any FBC approved continuous Wrigo maybe used. PWoa Rbison 195 PMot set with M19Intermediats tilvolis may be used ASSA ABLOY, the global leader in door opening solutions N N G GVz 0 n Q u O ld W J Ksa CCwdpa o0If fL. Op Ccp W$ 0 2 JW O< m p W Kx'a 1z 0 u0-0 zz pp 1 C O x E Z 3 u W Jp LL G 15-2604b EMING DOOR PRODUCTS FLUSH SINGLE DOORS ADDITIONAL ELEVATIONS i Fn lemiODUCTS ILLUSTRATED IN THIS DOCUMENT ARE OUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LS 2 % 4 AT 50 FEET PER SECOND OR 350 FT-LBS. Door Products ODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. ASSA AppI //y WW W R- WasZQ ; U 5 W tw, Cnn 3(S wW w W W 3 u O W b0 II^^ ^ J G C O ocua O- KO ausiWa cc 66Oma= W!ja O a= W g= C) ss LDam ! O. o Z Z ' o r LL `Z C N_ .. V E G > WJLL a ' Ylglt uGu. EMBOSSED PANEL DOORS LIMITED TO 18 GA STEEL i5-2604b ASSA ABLOY, the global leader in door opening solutions.I T EMING DOOR PRODUCTS SINGLE DOOR FRAME INFORMATION DUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MIISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT -LB. DUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. FRAME PROFILE) HEAD FACE 4' MIN. 2' MIN, 1.9375 14- MAX. y 4" MAX Door Rabbet JAMB FACE T SEE PROFILES t 4080 i 70 PSF MAX. DESIGN PRESSURE 4" MIN./14' MAX. DEPTH KD 16 GA. MIN. WELDED 16 GA MIN., 12 GA. MAX. FOUR SIDED FRAME WITH WELDED CORNERS ALSO PERMITTED FRAME CONSTRUCTION OPTIONS 4' MIN. 14' MAX 1.9375' Door Rabbet 2.5V CONVENTIONAL PROFILE FACE WELDED FACE WELDED NER 4' MIN. 14' MAX 2.125' Door Rabbet I 4' MIN. _ 14' MAX 2.125' It— Door Rabbe I lr L KERF PROFILE FACE WELDED Li,/—KD CORNER L L. Bi,.; rFleminDoorProducts AMAB4 SoRIDA ,,•• j dN NG w qua U-1 ZW="XI- IZ Uw`. rya ofrm$ W ww;= N O r1rII T ubz a 5 o - 2 2-5/8' O L9 W J a O[mua o aoaQLo54 DC c—, O 8OQSWyy F Z O 5 = o oa Z= o ZLLz rA 3 g E LU LL 15-2604b 0 ASSAABLOY, the global leader indoor opening solutions. 0 EMING DOOR PRODUCTS FRAME ANCHOR INFORMATION 3DUCTS ILLUSTRATED IN THIS DOCUMENT ARE OUALIFIEO FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT -LB. DUCT MEETS REOUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. MAXIMUM SHIM THICKNESS 0.25 CMU BLOCK AND THROAT OF FRAME MAX THICK A.— STEEL SHIMS FILLED WITH 3000 PSI MORTAR WELDED TO STRUCTURAL BUILDING EXISTING MASONRY OR POURED CONCRETE, 3000 psi MIN. MEMBER WITH FILLET WELDS PIPE SPACER ANCHOR WITH Yr EXPANSION ANCHOR MEASURING r LONG AND SIZED AS BOLTS WITH 319' GRADE 5 BOLT FOLLOWS USING E6018 ELECTRODES. MINIMUM EDGE DISTANCE - 4.0' FILLET WELD SIZE SAME AS SHIM MAXIMUM SHIM THICKNESS = 0 25' THICKNESS FOR 0.053' TO D.125' SHIM THICKNESS WELD SIZE 1W FOR > v 0.125' TO 114' SHIM THICKNESS. HILT) KWIK BOLT 3 • • STEEL SHIMS WELDED TO BUILDING STRUCTURE O WELD HOLLOW METAL FRAME — — TO SHIM WITH YI6' WELD, 1' LONG BOTH SIDES OF FRAME 1.625' MIN. i — JI (0.053' MIN) SPACER ANCHOR 16 GA (0.05T MIN) EWAANCHOR 2' X 7' STEEL SHIM PLATE(S). OR TO SUIT p FRAME JAMB DEPTH SUIT TO SUIT JAMB DEPT_ H _ JAMB DEP_ TH MAXIMUM SHIM SPACE 114' Expansion Shell, Masonry Strap, Masonry T, Masonry Wire, and Welded to the Building Structure Anchor Requirements for Jambs Up to an including 70 psf Opening Max. Distance Min. Anchor Maximum Height From End of Quantity Spacing inches) Jamb inches) Up to 88" 12 4 24 90" 12 4 24 92"-96" 12 4 24 MASONRY WIRE ANCHOR 0.165' DIA MIN. OPERATING RANGE T - 12' 16 GA (0.053' MIN) r Flemi Door Produl CAST IN PLACE FRAME Other Frame Information 1.) Building walk must be designed to support and sustain bads developed by the door and frame assembly and transfer loads to the building structure. 2.) Rough opening material, by others, must be installed property to transfer loads to the building structure. 3.) Anchoring or loading conditions not shown in these details are not part of this approval. 4.) Anchor embedment to base material shall be beyond wag dressing or stucco. 5.) Wood density, G = 0.55. 6.) Anchors shall be as fisted and spaced as shown in the table for each group of products. 7.) Substitution of components must be in compliance with the current Florida Building Code. ASSAABLOY, the global leader indoor opening solutions. W—' zzi"n 1- Q >Ur W `i Q W o m 3( LW o: WW ., Wa36d b Nu i o na J c=i ofWua0aoU o toputtuig< 0 OJiNWHIr poa If Z= c W30 z = 0E u 10 LL 15- 2604b WIT LEMING DOOR PRODUCTS FRAME ANCHOR INFORMATION ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LS. ODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. IS ga. (0.04 1 *MIN.) a-iw cTr rn nurwnoQ PE SPACER ANCHOR WITH 3r8" WOOD SCREW OR LAG BOLT INIMUM EDGE DISTANCE = 1.75" MAXIMUM SHIM THICKNESS = 0 25" 0" Stud Anchor Requirements for Jambs Single Doors Up to an including 70 psf Max. Opening Distance Mn. Maximum Height From Anchor Spacing inches) End of Quantity inches) Jamb Up to 88" 12 4 22 W. 12 5 1 22 92"-96" 1 12 t 5 1 22 SLIP -IN STUD ANCHOR WELDEED TO FRAME CONNECT TO STEEL WITH #8 X I* GRADE 5 SHEET METAL SCREW; 4 SCREWS REQUIRED PER ANCHOR; MIN EDGE DISTANCE 0 0 B ga (0 041"min.) STEEL STUDS WELDED WOOD STUD ANCHOR WITH 08 X 1" GRADE 5 SHEET METAL SCREW; 4 SCREWS REQUIRED PER ANCHOR; MIN EMBEDMENT = 1"MIN EDGE DISTANCE = 0.524" WOOD STUD 16 ga (0.053" MIN.) WOOD STUD ANCHOR rFlemits: _ `° 7 Door Produc 014 x I" GRADE 5 SHEET METAL SCREW;'••. 2 SCREWS REQUIRED ANCHOR LOCATION; 1'i` WW , Znn-- z 36 K >U w-. W 19 L0 W u£ 18 ga (0.041" min.) Z^ N o c? STEEL STUDS W W ; Niz0aa p We: o V G WELED WOOD STUD ANCHOR . U_ i WITH NO X I' GRADE 5 SHEET METAL SCREW, e 4 SCREWS REQUIRED PER ANCHOR; 0 0 " o cc MIN EMBEDMENT = I"MIN EDGE DISTANCE = 0.524 0 0. g GwE a0cf wF oWagr, m W p m0 wI, WOOD STUD O = o i 8 Sie sa UOSL90 W J 16 ga (0.053" MI .) • XX `~ m g o u E WOOD STUD ANCHOR W u W LLLL Iz Other Frame Information 1.) Building walls must be designed to support and sustain bads developed by the door and frame assembly and transfer loads to the building structure. 2.) Rough opening material, by others, must be installed property to transfer bads to the building structure. 3.) Anchoring or loading conditions rot shown in these details are not part of this approval. 4.) Anchor embedment to base material shall be beyond wall dressing or stucco. 5.) Wood density, G = 0.55. 6.) Anchors shall be as fisted and spaced as shown in the table for each group of products. 7.) Substitution of components must be In compliance with the current Florida Building Code. 15-2604b ASSAABLOY, the global leader indoor opening solutions. I O LEMING DOOR PRODUCTS WEATHERSTRIP INFORMATION 'i Flemint ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT -LB. l Products ODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. MKO WEATHERSTRIP USED ON SINGLE FLEMING DOORS AND FRAMES WHERE WATER INFILTRATION IS NOT REQUIRED. AMA ABLDY ' C h. cA0 PEMKO PEMKO S88 303 PEMKO 181 PEMKOO 2005 PEMKO 177 PEMKO 1 S88 PEMKO 2005 FJkANI t. WUl --p W a g, Z W="X F a aL m W 01 WW W3s' I N 0tuWr O NN LA Gz o CCacua o-N 0. SE E*S W - 0 W 0 20; +W ONi xWFo g s=g U' o3E Z zo° s4z Iq 3: o E U W J LL G 15-2604b ASSAABLOY. the global leader indoor opening solutions. l LI U LEMING DOOR PRODUCTS WEATHERSTRIP INFORMATION 'i Fiemin ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE OUALIFIED FOR LARGE AND SMALL MISSILE IMPACT LARGE MISSILE IMPACT IS 9 LB 2 % 4 AT 50 FEET PER SECOND OR 350 FT -LB. DDDT Products ODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. MKO WEATHERSTRIP USED ON SINGLE FLEMING DOORS AND FRAMES WHERE WATER INFILTRATION IS REQUIRED. AMAB D , 315C S771 1`3B1 12-LONG P381 AND APPLIED ON SILL STARTING AT LOCK IAMB. P385 REMAINDER OF JAMB SINGLE DOOR USES P395 P381 AND P3B5 12' LONG P381 APPLIED ON RABBET TOWARD STOP STARTING AT SILL. REMAINDER OF JAMB USES P385 / SINGLE I G= O PEMKO 312 PEMKO P242 J o PEMKO PEMKO P261 P381 MKO 0028 PEMKO PEMKO PEMKO II S771 S44 315CN IUI TYPrAL TOtESNOLDMO11N1WODETAA B' 12' O.C. TYP. 1/4- ITW TAPCON W/ 1-3/4' EMBEDMENT AND 1' MIN. EDGE DISTANCE TO 3192 PSI CONCRETE O PEMKO P385 L-.::: PEMKO 346C V) o b • z 7 e O 0O ^ °O _o O V W l[ 0 a ° a°goz Who oCou3 8e a 0 ct W;axui zo y Q x Zz ° K-z 3 g s EN3O J° LL 15-2604b ASSAABLOY, the global leader indoor opening solutions. I 2 MRL"EMIIMPP '.E: FLEMING DOOR PRODUCTS FLUSH SINGLE DOORS Flemin Do PRODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS B LB 2 X 4 AT 50 FEET PER SECOND OR 350 FTdor ProdwreOfBS. PRODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. ASSAAB No.46 GENERALNOTES1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED 1N ACCORDANCE WITH THE FLORIDA FOR BUILDINGCODE, USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. PER TAS 201 / 202 203 STANDARDS. LARGE MISSILE IMPACT IS QUALIFIED FOR MISSILE LEVEL D ONLY. THIS PRODUCT IS NOT V V INTENDED FOR USE ON ESSENTIAL FACILITIES WHEN INSTALLED WITHIN WIND ZONE 3, WIND ZONE 4 OR THE HVHZ. 2. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND 1 jA ^ Q Y 3 LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. Z Eyi c m S W S f U. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SMALL BE 3 3 WWLUPER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. DESIGN PRESSURE y;j Cf ODETERMINEDREQUIREMENTSASDETERMINEDINACCORDANCEWITHASCE7.10 AND CHAPTER 1609 OF THE FLORIDA O LUIS Y BUILDINGCODESHALLBELESSTHANOREQUALTOTHEPOSITIVEORNEGATIVEDESIGNPRESSURECAPACITY0 & VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. N 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A I.S SAFETY FACTOR. In u 5. ANCHORS AT HEAD AS NOTED HEREIN SMALL BE CENTERED AT HEAD, WITH ANCHORS TO MASONRY SPACED 6' D.C. AND ANCHORS TO WOOD OR STEEL SPACED 4' O.C. D' 2 ag m5` S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR Q5 U l 5 gaCLO2REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS 3 U 4 O g DOCUMENT. yU c 3 r, W c 7. THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE O < m O w SCOPE OF THIS CERTIFICATION AND SMALL BE VERIFIED BY OTHERS. OPTIONAL WOOD SUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER TO THE EXISTING STRUCTURE. N LOADS x aVc ti 8. ALL ALUMINUM SHALL BE 6063•TS ALLOY AND TEMPER UNLESS OTHERWISE NOTED.UNLESS OTHERWISE z0^m z p i z NOTED. c G N 3 ZrE U uO 9. ALL COLD ROLLED STEEL SMALL BE AS68/A568M AND ALL STAINLESS STEEL SHALL BE ASTM A480/A480M, J F VsUNLESS OTHERWISE NOTED. LL 10. HARDWARE SHALL BE INSTALLED PER MANUFACTURERS' INSTRUCTIONS. 9 11. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION ANCHORS) SHALL BE ZINC COATED STEEL, GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. i m I:S 12. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV f@@i PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE AND SMALL BE il SUBMITTEDTOTHEAUTHORITYHAVING )URISDICTION FOR REVIEW AS REQUIRED. 0i t 13. ALL DISSIMILAR MATERIALS SHALL BE PAINTED, PLATED, OR OTHERWISE PROTECTED FROM CORROSION. S I! i ALL WOOD SHALL BE PR07ECTED FROM EXPOSURE AND FROM CONTACT WITH DISSIMILAR MATERIALS. Y y j T E1v lggq N lift, yy Rgim 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS i /C 8Y SPECIFICATION BY CONTRACTOR, et. &I. INDEMNIFIES S SAVES HARMLESS THIS ENGINEER FOR ALL COST 8 DAMAGES INCLUDING FEES FEES FABRICATION, M11Wn MILNNI=H LEGAL 8 APPELLATE RESULTING FROM MATERIAL SYSTEM OCT' O 4 20+1s 15-2604b ERECTION, 8 CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, It FEDERAL CODES 8 FROM DEVIATIONS OF THIS PLAN. Sa1E: N T S - PAGE DESC111PTI ft IS. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE Iy//,'/ BYINTENDED. 92 16. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATETHIS CERTIFICATION. ASSA ABLOY, the global leader in door opening solutions. EMING DOOR PRODUCTS FLUSH SINGLE DOORS ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. ODUCT MEETS REQUREMENTS OF HIGH VELOCITY HURRICANE ZONE. CONCEALED VERTICAL ROD EAR DEVICE HEAD IS r MIN, 4' MAX TYPICAL o 4r MAx DOOR OPENING WIDTH RIM EXIT DEVICE K U W C• 4r MAX DOOR OPENING WIDTH SURFACE VERTICAL ROD EXIT DEVICE w 8Lu o 4r MAX DOOR OPENING WIDTH CONCEALED TWO POINT LOCK o W 0 0 46' MAX DOOR OPENING WIDTH ASSEMBLY 1 ASSEMBLY2 ASSEMBLY ASSEMBLY Deep Presage Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Where water Where We in where wales Where wales Where water Where Wave ere Voter Where Water InNbelkn Is NOT Infiltration IS Infiltration Is NOT kenthn IS Infiltration is NOT In6Nsum IS InRhatian Is Infiltration IS Required Required Rerpdred Required Repulreg Requked Required Required 1-70 PSF 1 H-50 PSF H-7D PSF NSO PSF N-70 PSF 0-50 PSF N40 PSF HSO PSF tiemin Door Products MORTISE LOCK LATCH BOLT E DEAD BOLT•. QR p P 04Wn'+'' oLy W WW zLLao s8= ZQ uLL W; C) 9W zx O aHatf WW3C had,; C It i iDc€ C 48' MAX DOOR OPENING WIDTH ASSEMBLY 5 Design Pressure Design Pressure Where water Where water Infiltration Is NOT InQualkn IS Required Regurred N- 7D PSF H-50 PSF Maximum Design Maximum Assembly Dag seder Mnmum Pressure Door Ope" M Dag Latching ytM hingHardwareDescrNotes Door Gauge psi) aches) Swing FbsWe New" won H"" Type Blab model 1 D. DSS, H,SW to 70 70 48 98 Out Swap Concealed 1anlical ConcealedSargent HC.MDMM W—Iq)- 12BG04 These dances may also be prefaed with 53 ,55, 56.57, 5B, 59t By, ET, HI, H2, end TL WS•MD416W, WS41D•12.8800 Corbin Russwin ED5200S(A) a MIDT i'dy use M94 suite enlh any combination of 11111, mot, MA or M91 sutra. May use 900000. 9700. good. or 990D Seder trims 2 D. DSS, K SW t8 70 To 48 95 Our Swag Rim Eas Device These devices ay also be piefired with 53, 55, SS56. 57, 58. AWE, ST. ET, H1, HZ swo"I HC8800, 12-NC8800 KP, LK LU, M1m, N7, NZPA PK PG, PIP2. At LOCK PR)( St. S2, S3, IA lt0, TK TL, TP andTU Yale 7150( F)W S//25 AF"S Suffixed by P wall any combndkn d A B, O, a S May be Pudaed by SYM May use 50CF a800Fbins. Cahn Russerb ED5470(B) a M107 May use M94 SURN Mill any CA MI nabbn by M81, M9Z MA of L91 surfb. May use W%9600, 9700, Mao of 9900 Sena burls. Sagas HC4- 87W 3 D. DSS, K SW to TO 70 48 95 Our Swkrg Surface Vertical Rod Yale 717(( F)WS Suffixedby P with any CoMbi alka dA B, O, a S. May be Prefixed by SYM May use SW a GOOF bins. 4 D. DSS, H, SW 1G 70 70 48 W One Swing Concealed Two Win' Sargent WS•12.7000.HG 12.70W These devices may ids* be pulsed with 53.55. 56. 57, 58, 59. ET, Ht, H2, and TL. Came Russwn ML2004 ML20000. Mft20700, M12M ML20M May use RES IBM electric shire an as -swing does 5 D. DSS, H. SW to TD 70 48 96 Old Swing a Morse Lout May use HES 1000 electric sb&e on wowing doors. BM and ROM may be Premed In Swing. Latch Bo18 Dead Bolt Suomi 7800,11200, R8200 h AWE, H1. H2, KP, LK LU, N1, N2. P^ PK, PG, P1,PZ 94K RK PR)( St, S2, S3, T TP and TU Yde 1 8800 Saw s SYM IL41an seHESIWBek!cftcsbikeonagswmgdoas M1 use FL suffix Butl 4- Ur s 4.1110.134' thick steelhit a aft rfiCapprojedhintles maybe used AnSOI mamba bit bcalbns ono be used Hinges Contreras MtKkm HG3D UCK•12HD WK-b4HD LICK-25HD, Mader FM100 FM200 FM000 FM350IL FM101 or RAI I t V Pemko CFLISLF4D commas hinges maybe used AnVFBCoMicimceniinuoushmrpmaybeuSed Fives Rissan 196 Pwd sal with M19 Intermediate piwaft may be used Auxiliary Hardware 1' damela prepatalians for dcor posumn swednes, Does posekn switches that Mina adaN measuring 1 25 s 4.875, and Swunbon EPT, EPTL, CEPT and SEPT may be used Madocia may be used In addition tome hardware lsted sbgve. Viewers with 1' and smaller hole prepudion maybe used h Swing Configurations not approved for crater infiltration. ASSA ABLOY, the global leader in door opening solutions. n 0 Gu 2 O> e a2D OOg 00w ` Q cc U a a _. L]C u VC89 0gmo What oaX r, a; _ 0 9 5 1.1 n . V O^ m cc= O w c Eua LU i _ LL 6 15- 2604b0 LEMING DOOR PRODUCTS FLUSH SINGLE DOORS IODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 35D FT-LBS. IODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. CYLINDRICAL LOCK 8 CYLINDRICAL DEAD BOLT HEAD IS K 2' MIN., 4' MAX O x TYPICAL E n 0 3G MAX DOOR OPENING WIDTH ASSEMBLYB Design Pressure Design Pressure Where Water Where water Infiltration Is NOT Infiltration IS Required Required 1.70 PSF HSOPSF INTERCONNECTED LOCK QK0 2S x u S O L 36- MAX DOOR OPENING WIDTH ASSEMBLY 7 Design Pressure Design Pressure Where Water Where Wain Infinialion Is NOT Infiltration IS Required Required 1-70 PSF 0.50 PSF MORTISE LOCK LATCH BOLT 6 DEAD BOLT Sra ra x 0 0 36' MAX DOOR OPENING WIDTH ASSEMBLY 8 Design Pressure Design Presatee Wherewater Where water Infiltration Is NOT tff.IUNM IS Required Required H-70 PSF H-50 PSF CONCEALED VERTICAL ROD EXIT DEVICE M 0x uZ z O Or MAX DOOR OPENING WIDTH ASSEMBLY 9 Design Pressure Design Pressure Where water where water InNtration Is NOT InfiOrauon IS Required Requited H$5 PSF H$D PSF r Flemi Door Produc RIM EXIT DEVICE K Q uj 0 08- MAX DOOR OPENING WIDTH ASSEMBLYIO Design Pressure Design Pressure Where water where water Infrarallon Is NOT Infiltration IS Required Required 1fi5 PSF 0.50 PSF Maximum Design Maxmurn Minimum Pressure Door opening Door Latching Hardware Description Assam*DoorSeres Dam Gauge psi) i(inches)wieslSergNotes PosrWe NeOaWe Width Height Type Brand Mom Cahn Russwn CL33M Oul Swhg DL31W Deadba Sargent S5M7,1Q IOG77 10 Line and IOG77 maybe prelbedwdh AWE, Ht, H2, KP, LK, LU, N1, N2, PA. PK PG, 8D. OSS, E. H, SW 18 TO 70 36 84 a Cyindical Lock 8 On Swing CylndicalDeadBa 480Deadbdt Pt P2 IKK PRK St S2 S3 TK TP andTU Yale 5400154WLN 36W or DIM Deadbet 7 D. DSS, E. H. SW 18 70 70 30 81 Out Swing interconnected Lock Sargent 7500 Yale 4800 orCahn Russwin L82000, L420600, fA.20700, FAL20601) L9.20900 May use HES 1006 electric stnin on out -swing doors. Out Swing May use HES 1005 electric sidle on oul-swing dams 82M and R8200 may be piefue0 8D. DSS. E, H. SW t8 70 70 36 84 a Manse Lack in Swing* Latch Bdl d, Dead Bel Sargent 7800, 820D, ROM AWE, H 1, H2, KP, LK, U.J. NO, N2, PA, PK PG, P1,P2, IK MA PRIG St, S2, S3, IA IK TK TO., TP and TOO Yale 880Q Sadao x SYM Mhy use HES 1008 elednc strike an out -swing dams May use FL sdPot. 9 D. DSS, H,SW 18 65 65 48 84 Out Swing Cancealed Vedicel Sargent HGMD• 8900, HC• MD-12-8BOD, These devices may also be inefaed with 53.55. 56, 57. 60, 59, BY, ET, H1, HZ and TL RedWS- MDMW. W S•L4.12-8800 Cabin Russwn ED5200S(A) x M107 y use L194 suit with any combination al M51, M92, M13, a M91 sulfa. May use 900960D 97W 9800 a9900Setiestrans. These devices may also be prefixed with 53. 55. 5558, 57, 50. AWE, BT, ET, HI. IV. ID D, DSS, E. H, SW 18 85 85 48 Be Our Swing Rim ESs Device Sargent HC8800, 124IC8800 KP, LK LU, M1, NO, N2, PA, PK PG, P1,PZ, A IXµPRX St, S2, S3, K aC TK TL, TP and TOO. Yale 7150(F)WSr7250NIF)wS Suffaed by P with any combination d A B, 0, or S. May be prefixed by SYM L61y use 500F or WOF trims But 4.1f ' x 412' 0 134' thick steel Ininaes or any FBC appioedhiricies maybe used Aft SDI member hinge locations mair be used iron ContnmouS Mddan H MCK-12 f1D MCI41a10 MCN•25ND1 Mailm FMIDIX FM200 FM30o FM3500 FM100 or FMtt 11: Pemko CFMSLF-HD continuous himet May be used Any FBC approved conhn sous hincia may be used Pivots Roson 195 PNd set won M19 ntermemte pivois may be used AmIkuy Hardware 1' dsmaer pieparshons for door position switches, Doa posoan switches that fa in a cutout measuring 1 2S x .875', tied Socunbon EPT, EPTL, CEPT and SEPT may De used ks may be used in addition to the hardware Isted above Viewers with 1' and smaller hole preparation may be used. Au I z=° a 1/ LL W Lq incc O W a i 0 e lJ N b u • zO n 00 n 0j00 , UGOs2 DQ W .,m O x lij=0 O Qo JNO h O o m KN O Zz o f3z 3 $ E u W J o x LIL tL r 15- 2604b Inswing Configurations not approved for water infiltration. ASSA ABLOY, the global leader in door opening solutions. 1 0 BE-. EMING DOOR PRODUCTS FLUSH SINGLE DOORS 'i FlemlM'VrA7IODUCTSILLUSTRATEDINTHISDOCUMENTAREQUALIFIEDFORIARGEANDSMALLMISSILEIMPACT. LARGE MISSILE IMPACT IS 9 LB 2X 4AT SO FEET PER SECONDOR 350 FT LBS. Door ProductstODUCTMEETSREOUREMENTSOFHIGHVELOCITYHURRICANEZONE. SURFACE VERTICAL ROD DUT DEVICE 2' MIN., 4' MAX TYPICAL 4r MAX DOOR OPENING WIDTH ASSEMBLYII Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infdtrallmn IS1RequiredRequited H85 PSF H750 PSF CYLINDRK:AL LOCK d CYLINDRICAL DEAD BOLT a 2 as D 4W MAX DOOR OPENING WIDTH CYLINDRICAL LOCK WX a 2 o 4r MAX DOOR OPENING WIDTH MORTISE LOCK w 02 0 Wx Z r a0 I I 4-MAX DOOR OPENING WIDTH M CONCEALED VERTICAL ROD EXIT DEVICE 0w ox uZ z a0 3V MAX DOOR OPENING WIDTH ASSEMRLY12 ASSFMBLY13 ASSEMBLY 14 ASSEMBLY 15 Design Pressure Design Pmswm Design Pressure Design Presswe Design Pressure Design Pressure Design Pressure Design Pressure Where Water Where water where Water Where water Where Water WWnere Water Where Water Where Water Infiltration Is NOT Infillrabon IS infiltration is NOT Infiltration IS IMstreum Is NOT InBuallon IS Infiltration b NOT INIfoDn IS Requred RegJred Requred Required Required Required Requied Required 851.7D PSF H-50 PSF 4J-65 PSF "X-f 0 PSF H-50 PSF H4e0 PSF H-50 PSF Maximum Desgn Motram Mninun Presswo Door Opening poor listening Hw&am Doscrptron Assanbfy Don Seeds Door Gauge 0 WINDS) dxnas) Swing Notes Posaws Negalirs Wmh Haight Type Brew Model CoWRusswn ED5470(D)x M107 Ldyuso M949ulfwwdharnycombinanandM81,M92,M93,or M9lsurR4. Meyuso 900,9600, 9701), 9800, or 9900 Sores turns. Sm9od 11048701) I I D, DSS, H, SW IB 85 85 48 81 Oul Swig Suleco Vonkd Red Yale 7170(F„WS Sulfaad by P win any combination of A, B, O, or S. Maybe probed by SYM Lily use sw or 600F bins Cabin Russwn CL3100 12 D, DSS,E, 14. SW iB 85 85 48 84 Old Swlrg Cylindrical Lock d DL32M Dead Ball CPaWrical Dead Boa swwd I1 Line 480 Dowd Boa 13 D.OSS, E, H. SW Is 85 85 48 84 Od Swig CyinN¢al Lock Cabin Russwn CL3100 Serpent 11 Lit* CahnRusswn ML2000.ML2 'wo 1&2070900 ' May use HESt00Beleclrislrksonoulswinpdoes. ML208W ML2 14 D, DSS, E. H. SW IB 85 85 48 84 Old swing Matiss Lock Mayuso HES IO08 ebtirt shke onoxA-swig does 020(land RlIM may bo profaed Seroa d 7800, SM. R8200 win AWE, HI, H2. KP, LK, LU, NI, N2, PA, PK, PG, PI.P2, M. W PRIG St, S2, S3, Iq K. TK TL TP end TU. Yale 8900 S88Wx SYM Va use HES 1008 einelde strko on ou1-aw does, use FL sulax. IS D, DSS,E,H,SW 18 60 W 38 64 Out Conaookid Vertxal Sargent HC- MD8800, IOC-MD- 12-WM. sedeAcesmay also bepreloadwdh53.55.50.57.58.59.BT,ET. H1.HZarndTL Red WS44D86W, WSAM00-12- 13600 owl 4-Irrx4- 1#YD134*lhrkstWhinDBSDFanyFBCopirrmod hinges may be used. Any SDI mo nbor how IDedons maybe used Hngss Continrous Lt HG3D5 MCK-12HD MCK-14HD MCK-25HD• MWar FM100 FM200 FM300 FL135W FL11o0 orfMIlIIEP4mko CFRLSLF-HD continuous hbw,4m may be used. Aw FBC almrwea contiworm hingtour be used. PWIS Rased 195 Paid set with M19 knlarmedets pwM may be road AumleryHaNaers I'd' ometa preparelian for doorposdronswathes, Doorpos Win swathes trot fit it D cutoud measuring 125' x 4 875%ord Socusmn EPT, EPTL, CE PT and SEPT maybe usod. Magbeits maybe used in adddon tothe henlwerelisted above. VGwaMwishl-andsmNlMhObproporakmmeybsnsad ASSA ABLOY, the global leader in door opening solutions 15-2604b 4 EMING DOOR PRODUCTS FLUSH SINGLE DOORS ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. ODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. RIM EXIT DEVICE HEAD IS 2' MIN., Lo 4• MAX i TYPICAL L72 Z O 36' MAX DOOR OPENING WIDTH ASSEMBLY 16 Design Pressure Design Pressure Where Willer Whore Water Infiltration Is NOT Inriltraeon IS Required Required 60 PSF ISO PSF SURFACE VERTICAL ROD EXIT DEVICE IY pW O 3W MAX DOOR OPENING WIDTH MORTISE EXIT DEVICE IY x W O 36' MAX DOOR OPENING WIDTH CYLINDRICAL LOCK Ix Yg= Z y 22 2 WL O 36' MAX DOOR F OPENING WIDTH INTERCONNECTED LOCK WS0 LD2 e z a0 36- MAX DOOR OPENING WIDTH ASSEMBLYI? ASSEMBLYIB ASSEMBLY19 ASSEMBLY20 Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Design Pressure Where Water Where Water Wherewatn Where Water Where Wales Where water Where Water Where water InlidtaDoll Is NOT Infalrelidn IS InNlotion Is NOT Khro 1Dn IS Infiltration Is NOT Infiltration IS Infi6ralbn Is NOT DuBlragon IS Required Required Required Required Required Regaled Requited Required W PSF -1-50 PSF Hy0PSF IN-50 PSF -W PSF N-50 PSF N$0 PSF HSO PSF Maggium Dena Le* Prawe Door"" Opel" DOW llcmng NaDaam Detcr9smn mummy Darr Serb Derr Gave PI) kKnef) SYkq HIM POBIhe Ne me LVlan gri, 71ye Draw Mead Caoulluarr l ED520D3(A)a M107 meLp suau sDe irycanlsrabndL6l.Loz M95L rraotsuda. OYM pwow n®ODBedes lines Mlful lEBOBWchat[K.IK7hne&N Mma/akokpMU ore5D555S swpd I1cm, 1211CmOD 57,54 AWE. Or. ET,MI. MZ KP,US. W. MI, MI. lit PA PK PCk P I,Pt III ISM SI Sz 53T TP dN 7U. seMESWO0dKII; stet llueMMbq Pre4es mayrersedilha SS 5S IS D. oss. E. N. SW o 60 w 3a M OulS7raig RnEkODeece Sn" NrSemD./ 24V5a00D7.S&ALVEBT.ET.HI.NZKP.IK.WM1,NI,NZPA.PKPC,P I,PZ04,kM, SI i 7PinTuElias: MS M.30mYse JR15L 7150INW23Q.(FpNs edeyPoeuan/tWORNmdAB, D.aS.MyecpAOaDySneMayu:e rr M. SCaul RusNY1 FDS.iD(B)aM107 reeae.spfk- MoVeomOabndLSI.LDZMOgarM9/sudk Ms/use M0, VD) Dwo Its a900 Sala Was So" HC40W 17 D. OSS, E. H. SW to 60 W 56 M ON5ruq SlstzeVelTceRed ire 7171)( F)INS Nmede/PMMayemUnM mdA9.O. WS L"bep MWDYS"Al/Mme Of WOF INnS little, a MayMo be PlUeO With S0 S455t6. 57. 50. AWF-BT, ET. Mr. Sit toD, DS. 4, E. K SW IS 6D W 36 M O10" Lbate Edr Sigh WS20W 124VS419M P.LKW.Mr. NO. fit PA PK,PC. PI,PZ Lt KM PRX, St. SZ SS.M IIL7K, 7L ard IV. Carlin RusprM C1.7101). CLu730DD. C12601), o LMUon wL may Deuced inasselig Oran_ NUMM Uta" 0! Ilea mpissmg Dom. ID Lnei1/ IOG77 ma)Oe pisI Slim i. 50D7.10,loan K1 PAVE .MO. HZ KP,I9L W. MI. NZ PA PA, PO, PLPZµIll.KLt PRX. St. SZ MCeK 3. MTKTL1P. aMlU sICEPTASdb(C2)ededasenalem7keseutlemb 10 0. DSS.E.KSw s 60 ID 36 M gdr»kdtttk klToecn E47fips15300. 53DCIN,slTacn E37W1N Yie SIOD. 5IUOLN.3540DXSYLt La-UNLmy OeoedmR15300,53MUI.SACD orSWall KL7edWNllg e81ts ESSODN, MToucn am E470" 20 D. M. E. M. SW So 6D War x M In Irg 0 kaoe bd tat 75M Bre 4. 1?s4•UT013s'Ctksted W FBC ea De rags Spmanoe kealblem Deufed IapeS CemYlna Lt SICK.12 ND Mp(•ta0 AspL291D LfidaIF41 FA1b) fIASAD FLK rrFMf ltt Penb CFMSIFM [dembe m be Mled FBCt [enksOe Mneeraee largest altu/ pn ele m 0emoo Auei7Nxim,ma I*IM ! pepmoom scam polbeSwitches. ow Persian svRpi all B inaCLOA Maw" lWI/arS,anSaunrdn EPT, EPIL, CEPT iO SEPT may denied L Ism educed atedeskn love lsmsie lned rs a Ualds Vlm I_ magma*(be slmm elr6ee tiemin Door Products In - Swing Configurations not approved for water Infiltration. ASSAABLOY, the global leader in door opening solutions. u N a on „ O o J p fC 0 G CC of U- c O a 8 g egg e O 19U W p Q a Z W J d O`iW M Li O Z = E 2 mac, s S f E J LL U V 15- 2604b61 EMING DOOR PRODUCTS FLUSH SINGLE DOORS ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. ODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. MORTISE LOCK WITH OR WITHOUT DEAD BOLT 00 0x c z b z 0. O 36' MAX DOOR OPENING vviuln ASSEMBLY 21 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiftmoon IS Required Required SOPSF 50 PSF RIM EXIT DEVICE l- 0 L9 ax O W MAX DOOR OPENING WIDTH ASSEMBLY 22 Design Pressure Design Pressure Where Water Where Water Infllration Is NOT Infiltration IS Required Required N-50 PSF HSD PSF CYLINDRICAL LOCK OS2 OS iz 0 36' MAX DOOR OPENING WIDTH ASSEMBLY 23 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required SD PSF 50 PSF MORTISE LOCK WITH OR WITHOUT D D BOLT F S- T wx , c b z z rE 00 36' MAX DOOR OPENING WIDTH ASSEMBLY 24 Design Pressure Design Pressure Where Water Where Water Infiltration Is NOT Infiltration IS Required Required 50 PSF SO PSF rFleminDoorProducts Midmum Design Maximum P a OpeeDeer Late Nng Hardware Description Assembly Door Sets Dow Gauge inches) D Notes Positive Negatha Width Height Type Brand Model Corbin Russwln M-2 D. 7' May use HES 1D06 electric strike or Secuduon MUNL on out -swing doors. 900 May use HES 1D06 electric strike or Secudtren MUNL 82M and R82MI may be prstlxadinSwingor21D, DSS, E, M. SW 18 60 60 36 84 Out Swing Mortise Lock Sargent 71100, SM. R8200 with AWE, Ht, H2, KP, LK, W. Nt, N2. PA, PK. PG, P 1,P2, IM IKM PRX, St, S2. S36 IA K TK. TL. TP. and TU. VingCard Eisele AIS ANSI, Classic, Signature Maybe used on outswing doom only Yale 8800. S88D0 x SYM May use HES IWS electric strike or Secudtron MUNL May use FL su10x. 22 D,E 20 50 1 50 1 36 1 84 Oka Swhg RIM Exit Device Yale 21MFWS 23 D, E 20 50 5o 36 84 Out Swh cal Lock Yale 46DOLN iSecuritron UNL may be used 24 D, E 20 50 50 36 84 Out Swing Madlee Lock Yale 8800. S8eco x SYM May use HES I W6 electric strike or Secudtron MUNJ_ May use FL su1Dx. Butt 4.12' x 4-12' 0134' Wck steel hinges or any FBC approved hinges maybe used. Any SDI member hIngs locations maybe used. anges Coalinuous M:Klnney HG305, MCK-12 HD, MCK-14HD, NCK-25HO; Marker FM1D0. FM200, FM100, FM}500. FMt00, or FMI111: Psmko CFMSLF-KD continuous es maybe used. FBC roved continuous H maybe used. PNots Rkson 195 PNDt set with M19lmsimedlate pivols maybe used ASSAABLOY, the global leader indoor opening solutions. V e GUz Ors bo a o-t; ac u t1oW= .Co W Oa mzJyj C1 Oa= WZO L r yp^ m K in an Z z o X-zz X 3 o E u W J LUL G u 015- 2604b 9 EMING DOOR PRODUCTS FLUSH SINGLE DOORS ADDITIONAL ELEVATIONS ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LS 2 X 4 AT 50 FEET PER SECOND OR 350 FT-LBS. ODUCT MEETS REOUREMENTS OF HIGH VELOCITY HURRICANE ZONE. rFleminDoorProducts A L. Bic: ZW1n 'eiuv/ >LLm UZ; W W=VX;_ Q >U4wi`; rya ewo: wW m N ofInn i lid ® Cr U) N U O z j ® d A 5F 00 - 8 0:1,21 a 0 , w 0 8 8e O Op OAS={u 5 O` m QS ° r0o iV'= . Q N Q l9 ..I M x1z_ 8 f u o = 3 u E W J LL G a , • II EMBOSSED PANEL DOORS LIMITED TO 18 GA STEEL 15-2604b ASSA ABLOY, the global leader in door opening solutions.I T EMING DOOR PRODUCTS SINGLE DOOR FRAME INFORMATION DUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 35D FT-LB. DUCT MEETS REOUIREMENTSOFTHE HIGH VELOCITY HURRICANE ZONE. FRAME PROFILES HEAD FACE 4' MIN. 2• MIN, 14' MAX. y 1.9375 4" MAX Door Rabbet T JAMBFACESEE PROFILES T 4080 t 70 PSF MAX. DESIGN PRESSURE 4• MINJ14• MAX. DEPTH KD 16 GA. MIN. WELDED 16 GA MIN., 12 GA. MAX. FOUR SIDED FRAME WITH WELDED CORNERS ALSO PERMITTED FRAME CONSTRUCTION OPTIONS 4' MIN. 14' MAX 1. 9375' Door Rabbet I — 2. 5 V CONVENTIONAL PROFILE FACE WELDED FACE WELDED VER Flemin DoorProducts4' MIN. 14• MAX 2. 125 Door Rabbet T - T 2- SW L KERF PROFILE FACE WELDED 1`, KDCORNER L. W 11, 20t t w IZW >Uw. aW z w W t m U! w W ; ow v i 100 N U7 b U zu ODSferuao a931z ago N W K Oma= ' a O V O m aV[ W Z Z 0 s3= 2 43 c, E J LL fL Um 15- 2604b 0 ASSAABLOY, the globalleaderindoor opening solutions. QD EMING DOOR PRODUCTS FRAME ANCHOR INFORMATION DUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT -LB. DUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. MAXIMUM SHIM THICKNESS 0.25 CMU BLOCK AND THROAT OF FRAME Yl MAX THICK A 38 STEEL SHIMS FILLED WITH 3000 PSI MORTAR WELDED TO STRUCTURAL BUILDING EXISTING MASONRY OR POURED CONCRETE. 3000 psi MIN. MEMBER WITH FILLET WELDS PIPE SPACER ANCHOR WITH 3V EXPANSION ANCHOR MEASURING 2' LONG AND SIZED AS BOLTS WITH 3V GRADE 5 BOLT FOLLOWS USING E601B ELECTRODES. MINIMUM EDGE DISTANCE = 4.D' FILLET WELD SIZE SAME AS SHIM MAXIMUM SHIM THICKNESS = 0.25' THICKNESS FOR D.D53' TO0A25' SHIM THICKNESS. WELD SIZE 1/6' FOR > c D.125' TO 1/4' SHIM THICKNESS. HILTI KWIK BOLT 3 • • STEEL SHIMS WELDED TO BUILDING STRUCTURE o WELD HOLLOW METAL FRAME — i TO SHIM WITH YIS* WELD. 1' LONG BOTH SIDES OF FRAME 1.625' MIN i — iA (0.053- MIN) SPACER ANCHOR 16 GA (0.053' MIN) EWA ANCHOR Y X T STEEL SHIM PLATE(S). OR TO SUIT 1/ 0 FRAME JAMB DEPTH TO SUIT O SUIT JAMB DEP_ TH _ JAMB DEPTH MAXIMUM SHIM SPACE 1/4' Expansion Shell, Masonry Strap, Masonry T, Masonry Wire, and Welded to the Building Structure Anchor Requirements for Jambs Up to an including 70 psf Opening Max. Distance Min. Anchor Maximum Height From End of Quantity Spacing inches) Jamb inches) Up to 88" 12 4 24 90.. 12 4 24 92"-96" 12 4 24 MASONRY WIRE ANCHOR 16 GA (0.053' 0.165' DIA. MIN. MASONRY T. OPERATING RANGE T-1Y Flem Door Prodi 0:,' 0', s S: CAST IN PLACE FRAME Other Frame information 1.) Building walls must be designed to support and sustain bads developed by the door and flame assembly and transfer loads to the building structure. 2.) Rough opening material, by others, must be installed property to transfer loads to the building structure. 3.) Anchoring or loading conditions not shown in these details are not part of this approval. 4.) Anchor embedment to base material shall be beyond wall dressing or stucco. 5.) Wood density, G = 0.55. 6.) Anchors shall be as listed and spaced as shown in the table for each group of products. 7.) Substitution of componerds must be in compliance with the current Fbrida Building Code. ASSA ABLOY, the global leader indoor opening solutions. ua Vpf 1UT Wks Q W z >( Lm gQr W o: N cc i pW—: ) 2 0 e N t! / Gz a i Oo j of4 fu4 0- ao9S 4 Wt2g cc>s g> Om°a 0 W qqaxurr^ZG uZ 3 Z_ zo o° f o 3 U EC J 13 LL It 15-2604b LEMING DOOR PRODUCTS FRAME ANCHOR INFORMATION ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 5D FEET PER SECOND OR 350 FT -LB. ODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. 18 ga. (0.041' MIN.) D_nd en in AUr We%0Q PE SPACER ANCHOR WITH 318' WOOD SCREW OR LAG BOLT INIMUM EDGE DISTANCE = 1.75' MAXIMUM SHIM THICKNESS = 0 25' bli Stud Anchor Requirements for Jambs Single Doors Up to an includolg 70 psf Max. Opening Distance Mn Maximum Height From Anchor Spacing inches) End of Quantity inches) Jamb Up to td8' 12 4 22 90' 1 12 5 1 22 92'-96- 1 12 t 5 1 22 Vlemir% Door Produclsr' rF.F.k SLIP -IN STUD ANCHOR WELDEED TO rWA ABL i FRAME CONNECT TO STEEL WITH #8 X 1' GRADE 5 SHEET METAL SCREW, Of 4 SCREWS REQUIRED PER ANCHOR; #14 x 1' GRADE 5 SHEET METAL SCREW; % rMDISTANCE - 0.328' 2 SCREWS REQUIRED ANCHOR LOCATION; p@zW wliUU Y 4WZi( tm18ga(0.D41"min.) STEEL STUDS W (U ; 0.041' min.) c W a 3 _ STEEL STUDS o c V7 WELDED WOOD STUD ANCHOR WITH 08 X 1" GRADE 5 SHEET METAL SCREW; 4 SCREWS REQUIRED PER ANCHOR, MIN EMBEDMENT =1"MIN EDGE DISTANCE = 0.524" WOOD STUD 16 ga (0.053' MIN.) WOOD STUD ANCHOR WELED WOOD STUD ANCHOR WITH 98 X 1' GRADE 5 SHEET METAL SCREW, e 4 SCREWS REQUIRED PER ANCHOR, MIN EMBEDMENT = 1'MIN EDGE DISTANCE = 0.524 O u S IYccUa a o aCa, L,zz a'o2 W p p W 0°oZ J'C WOOD STUDx i O o otxlo axe Zz o s z 16 ga (0.053' MI .) c EuWOODSTUDANCHORWcWO LL IZ 1.) Building walls must be designed to support and sustain bads developed by the door and frame assembly and transfer loads to the building structure. 2.) Rough opening material, by others, must be installed properyto transfer loads to the building structure. 3.) Anchoring or loading conditions not shown in these details are not part of this approval. 4.) Anchor embedment to base material shall be beyond wall dressing or stucco. 5.) Wood density, G = 0.55. 6.) Anchors shall be as fisted and spaced as shown in the table for each group of products. 7.) Substitution of components must be in compliance with the current Florida Building Code. 15-2604b ASSAABLOY, the global leader in door opening solutions. I d O 9 LEMING DOOR PRODUCTS WEATHERSTRIP INFORMATION emlrtrFl ODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 350 FT -LB. l m i ODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. MKO WEATHERSTRIP USED ON SINGLE FLEMING DOORS AND FRAMES WHERE WATER INFILTRATION IS NOT REQUIRED. AMA ABLDY: " PEMKO PEMKO PEMKO S88 303 2005 PEMKO 181 PEMKO 177 PEMKO S88 PEMKO 2005 ASSAABLOY. the global leader indoor opening solutions. FRANX L. D.XUzM6:1 1Uu X. z Q Lm W o` gq; s: 3Wn; in pLU WnOg 15-2604b 11 LEMING DOOR PRODUCTS WEATHERSTRIP INFORMATION ri Fn iemiODUCTS ILLUSTRATED IN THIS DOCUMENT ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT. LARGE MISSILE IMPACT IS 9 LB 2 X 4 AT 50 FEET PER SECOND OR 1% FT -LB DDOT Products' ODUCT MEETS REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE. MKO WEATHERSTRIP USED ON SINGLE FLEMING DOORS AND FRAMES WHERE WATER INFILTRATION IS REQUIRED. AWAARI fw : 315C S771 P3B1 12'LONG P381 AND APPLIED ON SILL STARTING AT LOCK JAMB. P385REMAINDEDOF)AMB SINGLE DOOR USES P385 P381 AND P385 12' LONG P381 APPLIED ON RABBET TOWARD STOP STARTING AT SILL. REMAINDER OF 3AMB USES P38S f SINGLE I PEM U KO PEMKO 0 P242 o PEMKO PEMKO n P261 P381 PEMKO 2DD8 PEMKO PEMKO PEMKO S771 S44 315CN TYP" THRESHOLD MDWTLVO DETAIL 12' O.C. TYP. 1/ 4'ITW TAPCON W/ 1- 3/4' EMBEDMENT AND I' MIN. EDGE DISTANCE TO 3192 PSI CONCRETE PEMKO P385 L:: PEMKO 346C WW ," muai ZW x s .: LEIa4z!' rWS. Wuxi ~s ; R. Wn;u C) Y V) u GU z je g o as c e d. s DL 5d ado W tt 8 19 U2pO26ag Zo 6 y C < p W o~ K NN_ Zz CO 3z E LU u W LU LL 15- 2604b ASSAABLOY, the global leader indoor opening solutions.I U 2 INSPECTION SEQUENCE BP# 16-2677 ADDRESS: 110 W. P' Street BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 10 Frame - Insulation Rough Firewall Screw Pattern 20 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) 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 Final Commercial — 1000 Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2n' Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL 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 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 00000 Application No: Documented Construction Value: S 500.(130 Job Address: 1 W IV `7t— Historic District: Yes U No Parcel ID: Residential Commercial Ej"*' Type of Work: New Addition 5 Alteration Repair Demo Change of Use Move Description of Work: AD15/20L C4-M ,n nae RI w1/.IxGr i Plan Review Contact Person: MkrL%L 5'nm kAeL• Title: Pii.eslACl..t Phone: 4ol qk-1 4,503 Fax: 407 SZZ 41"' 41 Email: ot sol, f Yr%w r L1,er5 t9!_mc4 1. L~ Property Owner Information Name Phone: Street: City, State Zip: Resident of property? : Contractor Information Name &SSOL40 Rd* Phone: t./ol 1 qq 4S03 Street: P U 0/m 54o45I Fax: 40% bZZ q7A I City, State Zip: bYA.sr,n o r1. $-b5s 4 State License No.:-LZCii44So 000 I ZOD j Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN OFINANCING, 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 \ y commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 — 7aPermit Application _ r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Aw Itlit, lNt, Signature of Contractor/Agent Date M t nu. 5r k4P^C — Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Notary Publle Slue O1 Florlde Petncia Ann Breeze noy Commuolon ES 877380 Ettptroa OA111l2017 Contractor/ Agent is 4eC r Produced ID Type of 1D 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: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: ASTE WATER: FIRE: BUILDING: it— e2 fif- I,_ i G-1 Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407-688 5052 FAX: 407-688 5051 r717 TE: O PERMIT M 10 — ISINESS/PROJECT NAME: DRESS: 013 -j c-L fl,p NTACT NAME 17 Y, PHONE: 7 =aV PLAN REVIEW INFORMATION O Construction 0C/O 0 Fire Alarm O Fire Sprinkler O Hood OTank 0 Paint Booth 6 REDUCTION IN FIRE IMPACT FEES APPLY: OYES ONO WAL FEES: g2 PERMIT # /G -g & 7_7_ December 12, 2013 N41KIW*j a Sprinkler 41a MICROFAST® AND MicrofastHPO QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTIONVikingMicrofasr and MicrofastHP* Quids Response Pendent Sprinklers are small, thermosensitive, glass -bulb spray sprinklers available in several different finishesandtemperatureratingsandK-Factors to meet design requirements. The special Polyester,Polytetrafluoroethylene (PTFE), and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In ad- dition, these coatings have been investigated for installation in corrosive atmos- pheres and are listed/approved as corrosion resistant as indicated in the ApprovalCharts. (Note: FM Global approves ENT finish as corrosion resistant. FM GlobalhasnoapprovalclassificationforPTFEandPolyestercoatingsascorrosionresist- ant.) 2. LISTINGS AND APPROVALS o et . cULus Listed: Category VNIV 4 FM Approved: Classes 2001, 2002, 2015, and 201721g-76-SA and MEA 89-92-E Volume 16NYCApproved: Calendar Number ABS Certified: Certificate 04-HS407984C-PDAQVdSApproved: Certificates G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021LPCApproved: Ref. Nos. 096e/03 and 096e/04CECECertified: Standard EN 12259-1, EC -certificates of conformity 0786-CPDA0130, 0786-CPDA0170 and 0786-CPD- 40279, 0832-CPD-2001, and 0832-CPD-2003MEDCertified: Standard EN 12259-1, EC -certificate of conformity 0632-MED-1003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on page 41d for cULus Listing requirements and refer to Approval Chart 2andDesignCriteriaonpage41fforFMApprovalrequirementsthatmustbefollowed. 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)' Viking Technical Data may be found on Maximum Working Pressure: Sprinklers 12282 and 12280 are rated for The Viking Corporation's Web site at use with water working pressures ranging from the minimum 7 psi http:itwww vikinggroupinc.com. 0.5 bar) up to 250 psi (1T bar) for high-pressure systems. High-pres- tsurehedeflector. All sprinkiers can be identified by locating pher Part Nos. not mentioned above 'are ratedstampetoa on Thedition of this Techeb siteMaylnicalDataPage, ude a more recent maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: Refer to the Approval Charts Nominal K-Factor. Refer to the Approval Charts Glass - bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Charts cULusListing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: FrameCasting: Brass UNS-C84400 or QM Brass for Sprinklers 12979 and 12282. Brass UNS-C84400 for all other sprinklers, Deflector. Phosphor Bronze UNS-051000 or Copper UNS-C19500 for Sprinklers 12979, 06666B, and 06765B. Copper UNS- C19500forSprinkler12282. Phosphor Bronze UNS-051000, Copper UNS-C19500 or Brass UNS-C26000 for Sprinkler 06720B. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06718B, 06720B, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter BellevilleSpringSealingAssembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 PipCapandInsertAssembly: Copper UNS-Cl1000 and Stainless Steel UNS-S30400 ForPTFECoatedSprinklers: Belleville Spring -Exposed, Screw -Nickel Plated, Pip Cap-PTFE Coated For Polyester Coated 5Z nklers: Belleville Spring -Exposed ForENTCoatedSprinklers: Belleville Spring -Exposed, Screw and Pipcap - ENT coated. Replaces page 41 a-f, dated December 4, 2013. Form No. F 081296 (Added E-3 Escutcheon) Sprinkler 41b VIKING° December 12, 2013 MICROFAST® AND MicrofastHPm QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49056Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-816-1680 Email: techsvcs@vikingcorp.com Ordering Information: (Also refer to the current Viking price list.) Order Microfasr and MicrofastHP• Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finishandthentheappropriatesuffixforthetemperatureratingtothesprinklerbasepartnumber. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester , 00 * Black ) = E. and 286EF (41 C) = G Temperature Suffix: 135 °F (57 'C) = A, 155 'F (68 'C) = B, 175 °F (79 'C) = D, ) t ' F (93 'C) _ For example, sprinkler VK302 with a 1/2' thread, Brass finish and a 155'F (68 °C) temperature rating =Part No. 12979AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories' section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896WB (available since 2000). B. Wrench or Recessed Pendent Sprinklers: Part No. 16036WB* (available since 2011) art No. 15915 (available since 2010.) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool" P A 'A' ratchet is required (not available from Viking). diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Allows use from the floor by attaching a length of 1' Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat -sensitive liquid in the glass bulb — cirikpscethe sor nklerngthegdeflector, forming la ununiform spray attern sealing spring assembly. Water flowing through the sprinkler orifice s to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 or Inspection, Testing and Maintenance require- ments. 7: AVAILABILITY The Viking Microfas? and MicrofastHP* Quids Response Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flat Protective Protective Sprinkler Sprinkler Cap O Shield 9=H1=:D Figure 1: Standard Sprinkler Wrench 10896W/B Sprinkler 41 c December 12, 2013 MICROFAST® AND MicrofastHP® QUICKFNIIHKJNG' RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058Telephone: 269.945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp-com Ordinary Intermediate . intermediate 135 OF (57 'C) 155'F (68'C) 175'F (79 °C) 200 'F (93 'C) 286'F (141 'C' 100 °F (38 °C) Orange 100'F (38 °C) Red 150 °F (65 °C) Yellow 150 °F (659C) Green 225'F (107'C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENTCorrosion -Resistant Coatings': White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135'F 57 °C). Footnotes The sprinkler temperature rating is stamped on the deflector. rinkler location, and other requirements of the Authority Having Jurisdiction. t Based on NFPA-13. Other limits may apply, depending on fire loading, sp Refer to specific installation standards. The corrosion -resistant coatings have passed the standard corrosion test required by the approving agencies indicated the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verity through the end -user that the coatings are com- patibie with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfacesonly. Note that the spring is exposed on sprinklers with Polyester, PTFE, and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. Sprinkler Wrench 16036W/Bsx for installing recessed pendent sprinklers NA 1/2' ratchet Is reqtdred not QvQnable from Viking). I A n efully slide the I I r' 9 rench sideways and the protective ensuring engage- ment with the sprinkler wrench flats. Figure 2: Wrench 16036WB for Recessed Pendent Sprinklers 0 December 12, 2013 Sprinkler 41 d MICROFASTO AND MicrofastHP® QUICKMMLRESPONSEPENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058TAI®nhone: 269.945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp Sprinkler Base Part No.' 12979 18021 Nominal Overall Listings and Approvals' Thread Size K-Factor Length (Refer also to Design Criteria on page 41e.) SIN NPT BSP U,S. metric' Inches mm cULus' NYC° -CB Standard Orifice VK302 1/2' 15 mm!i80.6 2-1/4-57A1X, B1Y C4. W AIX,1YVK3021/2' 15mm 80.6 2-1/4' A1X,1Y Large Orifice X 04Y C4 E4Z AIX B1Y 06666B VK352 314' 20 mm 8.0 115,2 06765B's VK352 1/2' 15 mm 1 8.0 115.2 2-3/8' 1 60 1 AIX, B1Y, C4, E4Z AIX, B1Y Small Orifice' 2-3116" 56 AIX, B1Y AIX, B1Y 06716B9 V11(329 1/2" 15 mm 2.8 40.3 06720B° VK331 1/2". 15 mm 4.2 57 2-1/4" 58 AIX, B1Y AIX, B1Y 06932B VK331 10 mm 4.2 57 2-3/8" 60 A2 I A2X. B2Y I C2X, E2Y" I C2X. E2Y" av av Maximum 250 PSI (17 bar) WWP Standard Orifice Nominal Overall Listings and Approvals' Sprinkler Thread Size Length (Refer also to Design Criteria on page 410.) Base SIN K-Factor B E Part No' NPT I BSP U.S. metric= hes mmEAlUXE aS8 12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4*— — Maximum 250 PSI(17 bar) WWP Small Orifice 1229070 1 VK342 1 1/2" 115 mm 2.8 40.3 2-3/16" 1 56 1 AIX, B1Y Approved Temperature Ratings A - 135'F (57 -C), 155 IF (65 -C). 175 IF (79 -C), 200'F (93 'C). and Approved Finishes Approved Escutcheons X - Standard surface -mounted escutcheon or286-F (141 -C) B - 135'F (57 -C), 155 -F (68 -C), 175 -F (79 -C), and 200'F (93 hit1 - Brass, Chrome, We Pollesterx', Black Polyester'-', and Blade PTFE the Viking Microfast° Model F-1 Adjustable Escutcheon C - 155 IF (68 -C). 175 IF (79 IQ, 200IF (93 *C). and 286'F (141 2 - Brass, Chrome, White Polyester', and BlackPolyester' Y - Standard surfeoe mounted escutcheon or the Viking Micofast'Model F-1AdjustableFsc tcheon C) D • 1C IF (57 -C), 155 IF (68 -C), 175 IF p9'C), end 286'F (141 3 - Brass and Chrome wor recessed with the Viking Micromatr& Model E- 1, E-2, or E-3 Recessed Escutcheon E - 155 IF (68 -C), 175 IF (79 -C), and 200 IF (93 'C) 4 - ENT' Z - Standard surface -mounted escutcheon or re- cessed with the Viking Miemmatic• Model E-1 F • 155 IF (68 -C), 175 IF (79 -C), and 286 IF (141 'C) G - 155 IF (68 -C) Footnotes Base part number is shown. For complete part number, rater to Viking's current price schedule. showniswhenpressureismeasuredinBar. When pressure Is measured in kPa, divide the metric K-fador shown by 10.0. K4admMetricormeasuuementThistableshowsthelistingsandapprovalsavailableatthetimeofprinting. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. Accepted foruse, City of New York Board of Standards and Appeals, Calendar Number 219.76-SA. eULus Listed as corrosion resistant. Other Odors are available on request with the same Listings and Approvals as the standard odore. allowed bytheInstallationstandardsbeingapplied, with hydraulically Calculated wet systems only. Listings andApprovalslimitedtoLightHazardOccupancieswhere4.2K may be Installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. Exception: sprinklersThesprinkler orifice is bushed. 10Accepted for use, City of New York Department of Buildings, MEA Number 89.92-E, Vol. 16. 11 CIECertified, Standard EN 12259-1, EC -certificates of eordonnity 0632-CPD-2001 and 0832-CPD-2003. It CC certified, Standard EN 12259-1, EC -certificate of conformity 0786-CPD-40279. Standard EN12259-1, EC -certificate of conformity 07MCPD40130 and 0788-CP.D-40170. CE certified, 1- 0MEDcertified, Standard EN 12259.1, EC-mfficales of confonnfty 0832-MED-1003 end 0832-MED-1008. 15 The 1/2' NPT Large Orifice Sprinkler is Listed and Approved for retrofit only. Sprinkler 41 e December 12, 2013 , MICROFAST® AND MicrofastHP11 QUICKFN4IIKKJWb ' RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058Telephone: 269-945-9601 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.coomm c o us Listing Reaulmments: Microfase and MicrofastHPm Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. tion: small orifice sprinklers are limited to Light Hazard where allowed byDesignedforuseinLightandOrdinaryHazardoccupancies (excel) the installation standards being applied, with hydraulically calculated wet systems only). The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Vs andscis of prinklersre to be inst ll SADd in cVdS cor- dance with the latest edition of Viking technical data, the appropriate orothersimilarorganizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. 1/ 2, 15 NPT2- 1/4' n58mm) 41 mm> Pendent Sprinkler Celling Opening Size, 2- 5/16' (58.7 mm) minimum 2-1/8, 2- 1/2' (63.5 mm) naxlmun (54 mm) Installed with o standard 1/8' surface - mounted escutcheon. 2- l-1/2' (38.1 mm) 50. 8 mm) Minimum Maximum Installed with o Microfast Model F-1 Adjustable Escutcheon x Note; At maximum, adapter is exposed 1/2' (12.7 mm> from foce of ceiling. Figure 3, Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon 2- 1/8' Ceiling Opening 54 mm) 2- 5/16' (58.7 mm) 2- 1/2' (63.5 mm) OLW& 1- 1/8' (28.6 mm) 1- 3/4' Minimum 44. 5 mm) Maximum Installed with a Micromatic Size: 2-1/8' minimum ( 54 mm) maximum I t17 28. 6 mm) 2, 50. 8 mm) Minimum Maximum Installed with a thread on Model E-1 Recessed Escutcheon Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK302 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Sprinkler 41f viKiw4i` December 12, 2013 MICROFAST® AND MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler SIN Thread Size Base Part No.' NPT I BSP 12979 VK302 1 1/2' 1 15 mm 18021 VK302 1/2" 15 mm 06666E VK352 3/4" 20 mm 06765Br VK352 1/2' 15 mm 1 06718B° J VK329 1 112" 1 15 mm_L Approved Temperature Ratings A -135 -F (57 -C), 155 -F (68 -C). 175 -F (79 -C), 200 'F (93 C), and 256'F (141 'C) B - 135 -F (57-C). 155 -F (68 -C), 175 -F (79 -C), and 200 *F (93 'C) C- 155 -F (68-C), 175 -F (79 -C). 200 -F (93 -C), and 286'F (141 -C) D - 155 'F (68 -C), 175 'F (79 -C), and 200 -F 93 -C) Nominal K-Factor J Overall Length U.S. I meWe I Inches I Standard Orifice mm 5.6 80.6 1 2-1/4" 57 5.6 80.6 1 2-1/4" 58 Large Orifice 8.0 115.2 2-3/8' 60 8.0 115.2 2-3/8 60 2.8 Small Orifice' 40.3 1 2-3/16' 56 Approved Finishes 1 - Brass and Chrome 2 - Brass, Chrome, While Polyester', and Black Polyester° 3 - ENT° FM Approvals' Refer also to Design criteria below.) A2X, B2Y, C3, D3Z AM B2Y A2X, B2Y, C3, DU A2X, B2Y, C3, D3Z A1X Approved Escutcheons X - Standard surface -mounted escutcheon or the Viking Microfasr Model F-1 Adjustable Escutcheon Y - Standard surface -mounted escutcheon or the Viking Microfasr Model F-1 Adjustable Escutcheon or recessed with the Viking Micromatic° Model E-1, E-2, or E-3 Recessed Escutcheon Z - Standard surface -mounted escutcheon or recessed with the Viking Micromabe Model E-1 Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in lips, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. FM Approved as quick response control mode standard spray Non -storage sprinklers. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). Other colors are available on request with the same Listings and Approvals as the standard colors. The sprinkler orifice is bushed. The 1/2' NPT Large Orifice Sprinkler is Listed and Approved for retrofit only. FM approved as corrosion resistant. FM Aooroval RogWMMents: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non -storage standard spray pendent sprinklers as Indicated in theFMApprovalGuidet. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (includingDataSheets2-0 and 8-9). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements. hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM Installation guidelines may differ from cULus and/or NFPA criteria. tSprinklers VK302 and VK352 are also FM Approved as quick response Rack Storage standard spray pendent sprinklers. Refer to technical data page 131" for Intermediate Level In -Rack Sprinklers. IMPORTANT: Always refer to Bulletin Forth No. F 091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for gen- eral care, installation, and maintenance Information. Viking sprinklers am to be installed in accordance with the latest editionofVikingtechnicaldata, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and gtandards, whenever applicable. Form No. F 081296 Replaces page 41a-f, dated December 4, 2013. Added E-3 Escutcheon) l threadable Bull odIn NIPS 19l through manufactured 2 . Eddyllte is a pipe truly uniqueproduct within the fire protection Industry. This producthasbeenengineeredtoprovidelowercostfire protection systems without compromising service life, adequate wall thickness, or standard outside diameter. The Superior Lightwall Threadable Eddylite is manufactured to meet theThis Pips equirements of ASTM A135 and A795 specifications. product hasbeenfullyapprovedbyFactoryMutual, and listed by Underwriters Laboratories for use In fire protection syst systems andCanada) h fie woeKing pressure of 300 psi or less. Corrosion Resistance Ratio (CRR) Advantages of Bull Moose Tube Eddylite Standard outside diameter, unlike some other Ilghtwell threadable pipe products. Lighter in weight than schedule 40. Superior burst strength and corrosion resistance ratio compared to other lightwall threadable pipe products. Exceptionally strong. meets or exceeds•ASTM A135 minimum yield requirements. Can be used with standard couplings, fittings, and valves. Freight savings. Lower sprinkler system costs without compromising service life. Better hydraulics than schedule 40. Wall thickness and weight close to schedule 30; compare to other lightwall threadable products with wall thickness lose than schedule 101 1819 Clarkson Road For additional information, IQss Chesterfield, MD 83017 contact your salesperson today at nauu. arooea Tuea euo ewr (8 3 5.4487 (800) 325.4487 or (636) 537-2600 F '( 8) 637.2845 In the USA, or Aram Canada SEmoosenube.com • : ' call (600) 882-4888 . FM A®compsny les nrrasvm Ad bdamdm aoidairOlNnb u Gomnb W brown at On amp ar p%0=11M si0 Mom TOO 0 PWA SPIONllom vr101ou noLa Yid WNW bW i Ob PIM V08 The Cost Effective Replacement for Schedule 10 systems With 8 Working pressure of 300 psi or less. Realizing the growing need of fire protection systems please check with appropriate sources for up-to-date in commercial and residential construction, Bull listings and approval Information. Moose Tube has added Eddy Flow to Its comprehensive line of sprinkler pipe products. As. an added benefit. It le more economical to use thantsnd Flow is a specially engineered replacement for schedule 10 Furthermore, Edduetoreduced y delivery cost a ID ease Eddy of handling. schedule 10, offering better flow characteristics while provides an opportunity for downsizing and further providing design flexibility. This product is FM • cost savings. approved, as well as UL listed (for U.S. and Canada) for roll grooving and welding for use in fire protection BENEFITS Dust certlffed to ASTM A136 and Ales FM Approved forroll grooved, and welded, and p/a/n4nd eppllcallon In wet systems. UL Usted (for (l.S. and Canada) for)oining by welding or by listed rubber gasketed fTltlngs for use In we; dry, praction, and deluge type apynldersystems. eULUstsd (for US and Canada) and FM Approved for use with Wctaullc File Fittings In plain end appllcat/ons. Uphnvelght - *eves shipping costs, and offers eas/erhandling. can be used with roll grooved couplings or welded outlets for pressures up to ago psi. Moor etook evallablo In various lengths produced In Case Grande (AZ), Herald (MO), and Masury (ON). Also can. be ordered In custom lengths.. Can be used for wet and dry systems. Eddy Flow can be hot dipped gaMsnked to meet We rvqubvnwnt fbrdry syatema. PIPE PREPARATION For proper operetlon, ag pipe surfaces should be donned prior to triddelkm. In order to provide a leak -light seat for the gasket plDe surfaces should befreefrominderdatlonsandprojectionsfromtheendofthepipetothegroove. All loose petrrt, sale, dot. daps, grease, and nnl must be removed priortoInstallation. Faun to take these Important steps may Mull In Improper coupbg assembly, causing leakage. Also, check gre nramliadurers Instructions for the spedlic fl used. MO Clarkson Road For additional Infodnallon, cups® WDChesterflekl, MO 83017 contact your salesperson today at p . BML M=W TUM GONiieaNY (800), 3264487 (800) 3264487 or (838) 637-2800 FAX'+ 838) 637-20" In the USA, or from Canada Mit .i ris can (800) 882-4668 A®comparry s rr1 - arwrovao An kftmoft • d*W Mnb is scowls a brown el to Om d p IDA Mom Trbs mums 90 WIN 90 drugs product SMrIMOM WIM" roft Wd W" tian v vwp o 8/08 Ductile Irow; arwomm~ ek"clWw SubMU81 Sheet A Ductile iron threaded fittings are UL & ULC Usted 8 Oimenalons.conform to ASME 816.3 Class 150. ®O® Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B 1.20.1. Ductile iron per ASTM•A536 Class 65-45.12. rwLb" APPw s1 froe Jioddb. sdr.d d aa tumr bayad Iw,d d 1, but no nas don Iour tumti Eaecnacu NaniDibn ,ow bb stdodooud ppallNeonDa6 dmLeams»domgbpips J-o&w" mow• wl& Aataw uv. Date: Phone: Architect / Engineer. Contractor. Address: Notes 1: Notes 2: GPF Cast S DuWle' Iron Fittings REV. 03.09. 060010 For the latest ULNLC Usted and FM Approved pressure ratings, versus pipe schedule, go Io www.envllstarsom or contact your local AnvilStar representative STRAIGHT I Ductile Irob'?' Submittal Sheet B O® Ductile iron threaded lettings are UL & ULC Listed & Dimension's conform b ASME 816.3 Class 150. Factory Mutual Approved For 500 psi service. Threads are NPT per ANSI/ASME B1.20.1. "MOVED FM usdng r WrOVe1 Ductile iron per ASTM A536 Class 65-45.12. deals conoctyoul 1 "V mow. san.=" dM ose to pipe dOomfo "Mch mor eww Muapw DuWo ' AIMW"' p1presen%M'1 Va. Nark Dade ion i ij iwn l O w Moils f' I00 im 1 e1'Y ' bw tae w life M b.6 4awl der. w= beyelld 4WD I' I' 1 1 1 Date: I Phone: Architect / Engineer: Contractor. Address: Notes 1: Hades 2: SPF Cost & Ductile Iron Fittings REV. 07.07.060017 For the latest UWLC Usted and FM Approved pressure ratings, yarsus pipe schedule, go to www.gnvllstsr.com or contact your local AnvilStar representative MAt %t UL VA wFq Mw N 9 a a a 5 - NOR 001OSAYA21" w- .0 We fA on % LOA V vabsem IOA34-M WMP8 MWAR 00 Mm r1molp AWJ IORUXVS *ffft RoW YAD SU WA PM 00 pad ojpo." gtppSoft nAtL popmanqbw Amumet T Tn T 2W 001OSAYA21" w- .0 We fA on % LOA V vabsem IOA34-M WMP8 MWAR 00 Mm r1molp AWJ IORUXVS *ffft RoW YAD SU WA PM 00 pad ojpo." gtppSoft nAtL popmanqbw Amumet T Tn T 2W Fig.2 Adjustable Band Hanger Size Range — Size Vz° thru 6° Pipe' enslon of non -insulated PIPe orMaterial — Carbon Steel, Pre -Galvanic Function — Recomma 20 shle d susP schedule of the National FireinsulatedpipewithFig. Fig. 2NFoPAWOlatmlon Pamphleodates the 3 reduced rod ved UnderwritersProtectirItOrs E. Approvals _ Factory Mutual Engineering approved, catlon WW- Laboratories Usted. Conforms to Federal n SP-69, Type 1 o. Type 10 and Menufancitu m Standardrzatlon Society Finish — per. Wva Note — Figue Inre. stainless number, Pipeeelsize andamaterial Order Byy _ 9 Pipe 4r+s RWA 21h 1/2• 3 1/2' 6 6/8" aid» Dimensions werg w A g C 63/4 6 7/6 7e/e 9 osi. 4% 41/e 51/4 6 gt/e 8th 16/e 1 Y4 21/e 1% 2% 1 t/1 Max. Rec. Approx. 60000 41 600 46 ow62 1000 69 1260 97 OFRCF/lAANUFAW=JJQ FAC1Ury • 1315 MAIA = AVE • CORONA G4 WN • Pit 951.737.50 • FA)t 951.737.8338 WWW..mlw.=w 21 1 r. , ` PRIMROSE CONSTRUCTION COMPANY Phone E-mail 407-721-7690 Construction • Roofing rubydavis222@aol.com Roofing Construction Contract I . Parties: This Contract is between Robert John Myers, hereinafter referred to as the Owner: whose address is 130 Rose Hill Trail, Sanford, FL 32773, and Primrose Construction Company, hereinafter referred to as the Contractor, whose business address is 3525 Raeford Road, Orlando, Florida 32806. 2. Job Location: 130 Rose Hill 'frail, Sanford, FL 32773, Parcel ID Number: 18=20-31-0000-0160 2. Permits: The Contractor, License No. CCC1328498, will acquire the appropriate construction permits, coordinate required inspections, ensure all work is done in a workmanlike and professional manner, and complete the Contract in accordance with the terms contained herein. The permit acquisition shall be within ten (10) days of the signing of this Contract and permit application. This Contract contains no completion date and no penalty or award clauses. 'Phis Contract allows the Contractor to place a sign and permit box in the front yard of the job site fur the duration of construction to assist inspectors and subcontractors in locating the construction site. 3. Patents: 'Pros Roofing Construction Contract is in the amount of Four Thousand Five 1 lundred Dollars 4,500.00) with payment to Primrose Construction Company, as follows: A. First payment: 501/9 S2,250.00 at contract signing, B. Final payment: 50% $2,250.00 upon completion and cleanup of job site. D. Any additional work and Change Orders to this Contract shall be paid upon signing of the Change Order. 4. Owner Kesponsibilities: The Owners shall provide access to the area of work. Any damage to driveways, sidewalks, shrubs, landscaping, vehicle damage of any nature shall be the responsibility of the owner and their respective insurance. 5. Contractor Responsibilities: The following items, materials and installation are included by the Contractor in the contract price. A. Removal of existing roof materials such as eave drip, vent stack covers, ridge vents, off -ridge vents, and items that are damaged or hinder or prevent the installation of a new roof system. B. Atlas Synthetic Felt Underlayment. C. New roof description: Atlas Dimensional D. The removal, cleanup, and disposal of all roof materials. E. Install new eave drip, lead boots, & vents F. Kenail any necessary decking G. Magnetically sweep job site for loose nails. 6. Lien Waivers: The Contractor is responsible for obtaining partial and final lien waivers for all notices to Owner and claims of liens of any nature and description growing out of or in connection with the use, performance, and/or furnishings of such labor, materials, and services within the responsibility of and ordered by the Contractor. 7. Warranty. The Contractor warrants the roof workmanship for a period of one year from the date of completion, and the manufacturers limited warranty of thirty (30) years, provided all terms of this Contract have been complied with. Florida Statutes: In accordance with Florida Statutes 489.1425, the following is included in this Contract. Construction Industry Recovery Fund payment may be available from the Construction Industry Recovery Fund if you lose money on a project performed under contract, where the loss results from a specified violation of Florida law by a state -licensed contractor. For information about the recovery fund and riling a claim, contact the Florida Construction Industry Licensing Board at the following telephone number and address: Construction Industry Licensing Board, 1940 North Monroe Street, Tallahassee, Florida 32399- 0783 Phnne: 1-850-487-1395. 9. Understands: 11 is expressly agreed that this Contract constitutes the sole understanding between the parties hereto and that no oral understandings, representations, promises, or other statement whatsoever made by anyone whomsoever will be binding upon Owners or Contractor unless the same is contained herein or in another instrument attached hereto and made a part of this Contract and duly signed by all parties. This contract shall become null and void if not signed by all parties within 5 days of the effective date shown below. 10. Dispute: Should arty dispute arise out of this Contract, the prevailing party shall be entitled to recover its attorneys fees and costs incurred with such dispute, arbitration or action, through all appeals, bankruptcy proceedings and collection efrorts. 11. Notices: Any notice given pursuant to the Contract shall be sent certified U.S. Mail, return receipt requested, as follows: Owner: Robert John Myers Contractor: Primrose Construction Company 130 Rose Hill Trail 3525 Raeford Road Sanford, FL 32773 Orlando, Florida 32806 This Roofing Construction Contract is a legal binding Contract with an effective date of 1t —10 ,2016. Owner Signature Ruby Davis, President Roofing ContractI10 Nov 16 J Nov 0 3 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 16-2677 Documented Construction Value: $ 2.000.00 Job Address: 11O W 1ST STREET STE 107/110 SANFORD FL 32771 Historic District: Yes No Parcel ID: 25-19-30-5AG-0204-0030 Zoning: Description of Work: INSTALL NEW: 1 PULL STATION & 1 HORN STROBE, DEMO & RELOCATE 1 SIGNAL EXPANDER & 1 SMOKE DETECT, Plan Review Contact Person: KEN SCHNEIDER Title: DRAFTER Phone: 407 774 6900 Fax: 407 774 2074 E-mail: kschneider@firetronics com Property Owner Information /1 Name HOOGLAND ORLANDO INC Phone: 1 vLl Street: 1516 HILLCREST ST STE 210 Resident of property? City, State Zip: ORLANDO FL 32803-4728 Contractor Information Name ROBERT W PARRIS/FIRETRONICS Phone: 407 774 6900 Street: 1035 PINE HOLLOW POINT DR Fax: 407 774 2074 City, State Zip: ALTAMONTE SPRINGS FL 32714 State License No.: EF0000423 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Building Permit O Square Footage: _ No. of Dwelling Units: Electrical O New Service — No. of AMPS: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing O New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm S No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date UNDA BEAN MY COMMI55IL 213427' e Bonded Tlw 10EXPIRENotmr4.,I,. Owner/Agent is Personally Known to Me or Produced I D Type of 1 D APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Vla 1;& " Signature of Contractor/Agent Date ROBERT W PARRIS int Contractor/AQcnt's Name of Nbtari-State of Florida Contractor/Agent is Produced I D 1 I Date Personally Known to w-of ID , WASTE WATER: FIRE: // /6 BUILDING: Rev 11.08 FIRETRONICS, INC. FIRETRONICS EXTINGUISHERS, INC. 1035 PINE HOLLOW POINT DR ALTAMONTE SPRINGS, FL. 32714 PHONE (407) 774-6900 - FAX (407) 774-2074 PERMIT # L FIRE ALARM SUBMITTAL FOR TENANT IMPROVEMENT 110 W 11T STREET SUITE 107/110 SANFORD 16-2677 olj0- 46c, N FIRE ALARMS, EXTINGUISHERS, HYDRANTS, SPRINKLERS, BACKFLOW, SPECIAL HAZARDS, RESTAURANT HOOD SYSTEMS, BURGLARY, ACCESS CONTROL & CCTV State License Fire # EF0000423 " Contractor 1 # 50746800012004 " Contractor 2 # 63490100012005C1ass A # 51094200012004 * Class B # 68562700011995 * Class D # 70145200012006 1035 Pine Hollow Point Dr. F I R E T R O N I C S Altamonte Springs, FI. 32714 hone 407 774-6900/fax 774-2074 TENANT IMPROVEMENT F.A.C.P./ SIGNAL EXPANDER CALC'S DATE 110 W 1ST STREET 11/02/16 SUITE 107/110 EXISTING FACP ADDITION x SUPERVISORY CURRENT STATUS: ICHANGED DEVICES I DRAW I TOTAL 1> BG-12LX/PULL STATION PANEL = MS-9200 1 0.000375 0,000375 0 AMPS (PANEL ONLY) 01 01 01 0.03 AMPS (EXISTING SYSTEM) 0.000375 AMPS (NEW DEVICES) 01 01 01 0.030375 AMPS (ALL DEVICES) x 24 HOURS SUPERVISORY 01 01 01 0.729 TOTAL AMP HOURS (SUPV.) 01 01 0 01 01 0 01 01 0 01 01 0 01 01 01 BACKUP GENERATOR: NO iF X = ALAKIYI t.UKKCI I I J 1 A I UJ: L'riAmucu DEVICES DRAW TOTAL 1> BG-12LX/PULL STATION PANEL = MS-9200 11 0.0051 0.005 0 AMPS (PANEL ONLY) 01 01 01 0.1 AMPS (EXISTING SYSTEM) 0.005 AMPS (NEW DEVICES) 01 01 01 0.105 AMPS (ALL DEVICES) x 0.0833 HOURS ALARM (5 MINUTES)- 01 01 01 0.008747 TOTAL AMP HOURS (ALARM) 5 MIN = .0833 / 15 MIN = .2499) 01 01 01 ENGINEERING SUPERVISORY CURREN' 0.729 01 01 01 ALARM CURRENT 0.008747 TOTAL COMBINED AH REQUIRE 0.737747 01 01 0 1 MULTIPLY BY THE DERATING FACTO 1.2 MINIMUM BATTERY AH REQUIRE 0.885296 01 01 01 BATTERY CAPACITY PROVIDE[ 14 01 01 0 01 01 01 1035 Pine Hollow Point Dr. F I R E T R O N I C S Altamonte Springs, FI. 32714 hone 407 774-6900/fax 774-2074 TENANT IMPROVEMENT F.A.C.P./ SIGNAL EXPANDER CALC'S. DATE 110 W 1ST STREET 11/03/16 SUITE 107/110 ADDITIONEXISTINGSIGNALEXPANDER - A X SUPERVISORY CURRENT STATUS: NO CHANGE DEVICES DRAW TOTAL PANEL = 5395 01 01 0 0 AMPS (PANEL ONLY) 01 01 01 0.09 AMPS (EXISTING SYSTEM) 0 AMPS (NEW DEVICES) 01 01 01 0.09 AMPS (ALL DEVICES) x 24 HOURS SUPERVISORY 01 01 01 2.16 TOTAL AMP HOURS (SUPV.) 01 01 0 01 01 0 01 01 0 01 01 0 01 01 01 BACKUP GENERATOR: NO iF X = ALARM 6UKKCIN 1 J I H I U.7: L'mA/VVCU DEVICES I DRAW I TOTAL 1> HS/HORN STROBE 75cd PANEL = 5395 11 0.1481 0,148 0 AMPS (PANEL ONLY) 01 01 01 2.61 AMPS (EXISTING SYSTEM) 0.148 AMPS (NEW DEVICES) 01 01 01 2.758 AMPS (ALL DEVICES) X 0.0833 HOURS ALARM (5 MINUTES)- 01 01 01 0.229741 TOTAL AMP HOURS (ALARM) 5 MIN = .0833 / 15 MIN = .2499) 01 01 01 ENGINEERING SUPERVISORY CURREN' 2.16 01 01 01 ALARM CURRENT 0.229741 TOTAL COMBINED AH REQUIRE 2,389741 01 01 0 MULTIPLY BY THE DERATING FACTO 1.2 MINIMUM BATTERY AH REQUIRE 2.86769 01 01 01 BATTERY CAPACITY PROVIDE[ 7 01 01 0 01 01 01 DF-52013:13 • E-100 BG-12LX Addressable Manual Pull Station General The Fire-Lite BG-12LX is a state-of-the-art, dual -action (i.e., requires two motions to activate the station) pull station that includes an addressable interface (mounted inside) for Fire-Lite's addressable fire alarm control panels (FACPs) Because the BG-12LX is addressable, the control panel can display the exact location of the activated manual station. This leads fire personnel quickly to the location of the alarm. Features Maintenance personnel can open station for inspection and address setting without causing an alarm condition. Built-in bicolor LED, which is visible through the handle of the station, flashes in normal operation and latches steady red when in alarm. Handle latches in down position and the word "ACTIVATED" appears to clearly indicate the station has been operated. Captive screw terminals wire -ready for easy connection to SLC loop (accepts up to 12 AWG/3.25 mm2 wire). Can be surface mounted (with SB-10 or SB-1/0) or semi - flush mounted. Semi -flush mount to a standard single - gang, double -gang, or 4' (10.16 cm) square electrical box. Smooth dual -action design. Meets ADAAG controls and operating mechanisms guide- lines (Section 4.1.3[131); meets ADA requirement for 5 lb. maximum activation force. Highly visible. Attractive shape and textured finish. Key reset. Includes Braille text on station handle. Optional trim ring (BG12TR). Meets UL 38, Standard for Manually Actuated Signaling Boxes. Construction Shell, door, and handle are molded of durable polycarbonate material with a textured finish. Specifications Shipping Weight: 9.6 oz. (272.15 g) Normal operating voltage: 24 VDC. Maximum SLC loop voltage: 28.0 VDC. Maximum SLC standby current: 375 NA. Maximum SLC alarm current: 5 mA. Temperature Range: 320F to 120OF (0•C to 49•C) Relative Humidity: 10% to 93% (noncondensing) For use indoors In a dry location Installation The BG-12LX will mount semi -flush into a single -gang, double - gang, or standard 4' (10.16 cm) square electrical outlet box, or will surface mount to the model SB-10 or SB-1/0 surface back - box. If the BG-12LX is being semi -flush mounted, then the optional trim ring (BG12TR) may be used. The BG12TR is Flre•uTeWarms by Honeywell 8 A a d usually needed for semi -flush mounting with 4' (10.16 cm) or double -gang boxes (not with single -gang boxes). Operation Pushing in, then pulling down on the handle causes it to latch in the down/activated position. Once latched, the word "ACTI- VATED" (in bright yellow) appears at the top of the handle, while a portion of the handle protrudes from the bottom of the station. To reset the station, simply unlock the station with the key and pull the door open. This action resets the handle; clos- ing the door automatically resets the switch. Each manual station, on command from the control panel, sends data to the panel representing the state of the manual switch. Two rotary decimal switches allow address settings 1 —159 with Breakaway Tab removed for MS-9600 Series, 1 — 99 and MS-92000DLS, 1 — 50 for MS-9050UD). Architectural/Engineering Specifications Manual Fire Alarm Stations shall be non -coded, with a key - operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key. An operated sta- tion shall automatically condition itself so as to be visually detected as activated. Manual stations shall be constructed of red -colored polycarbonate material with clearly visible operat- ing instructions provided on the cover. The word FIRE shall appear on the front of the stations in white letters, 1.00 inches 2.54 cm) or larger. Stations shall be suitable for surface mounting on matching backbox SB-10 or SB-I/O; or semi -flush mounting on a standard single -gang, double -gang, or 4' (10.16 cm) square electrical box, and shall be installed DF-52013:1) - 4/13/2012 — Page 1 of 2 within the limits defined by the Americans with Disabilities Act ADA) or per national/local requirements. Manual Stations shall be Underwriters Laboratories listed. Manual stations shall connect with two wires to one of the con- trol panel SLC loops. The manual station shall, on command from the control panel, send data to the panel representing the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. Product Line Information BG-12LX: Dual -action addressable pull station. Includes key locking feature. (Listed for Canadian and non -Canadian appli- cations.) SB-10: Surface backbox; metal. SB4/0: Surface backbox; plastic. BG12TR: Optional trim ring. 17003: Keys, set of two. Agency Listings and Approvals In some cases, certain modules or applications may not be listed by certain approval agencies, or listing may be in pro- cess. Consult factory for latest listing status. UL/ULC Listed: S711 (listed for Canadian and non -Cana- dian applications). MEA:67-02-E. CSFM:7150-0075:0184. FM Approved. Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632,108: FireLite® Alarms® is a registered trademark of Honeywell International Inc. 02012 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. ISO 9oo1 This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. 111610111111119 6 NWI11111MRIN6 All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S. A. For more information, contact Fire-Lite Alarms. Phone: (800) 627-3473, FAX: (877) 699-4105. www.firelite.com Page 2 of 2 — DF-52013:1) • 4/13/2012 E;JfCE7D_ZW I Finally, Design and Safety Meet... FIRE 1 fill Ceiling l Description: The Wheelock® ExcederT'" Series of notification appliances feature a sleek modern design that will please building owners with reduced total cost of ownership. Installers will benefit from its comprehensive feature list, including the most candela options in one appliance, low current draw, no tools needed for setting changes, voltage test points, 12/24 VDC operation, universal mounting base and multiple mounting options for both new and retrofit construction. The Wheelock* Exceder"I Series incorporates high reliability and high efficiency optics to minimize current draw allowing for a greater number of appliances on the notification appliance circuit. All strobe models feature an industry first of 8 candela settings on a single appliance. Models with an audible feature 3 sound settings (90, 95, 99 dB). All switches to change settings, can be set without the use of a tool and are located behind the appliance to prevent tampering. Wall models feature voltage test points to take readings with a voltage meter for troubleshooting and AHJ inspection. The Wheelock® ExcederTm Series of wall and ceiling notification appliances feature a Universal Mounting Base (UMB) designed to simplify the installation and testing of horns, strobes, and combination horn strobes. The separate universal mounting base can be pre -wired to allow full testing of circuit wiring before the appliance is installed and the surface is finished. It comes complete with a Contact Cover for protection against dirt, dust, paint and damage to the contacts. The Contact Cover also acts as a shunting device to allow pre -wire testing for common wiring issues. The Contact Cover is polarized to prevent it from being installed incorrectly and prevents the appliance from being installed while it is on the UMB. When the Contact Cover is removed the circuit will show an open until the appliance is installed. The UMB allows for consistent installation and easy replacement of appliances if required. Wall models provide an optional locking screw for extra secure installation, while the ceiling models provide a captivated screw to prevent the screw from falling during installation. Save up to 48% in current draw* Up to 9 models now in 1 appliance Save up to 14% cost of installation** i Sleek Modern Aesthetics Finger Slide SwitchesW. Voltage Test Points Multiple Voltages U3 Audible Settings 90, 95, 99 dB Candela SettingsU8Wall - 15/1575/30/75/95/110/135/185 Ceiling - 15/30/60/75195/115/150/177 Universal Mounting Base Ceiling and Wall Mounts to 5 Backbox Types Environmentally Friendly Low Current Draw Compatibility and Requirements Synchronize using the Wheelock® Sync Modules or panels with built-in Wheelock® Patented Sync Protocol Compatible with UL "Regulated Voltage" using filtered VDC or unfiltered VRMS input voltage Strobes produce 1 flash per second over the " Regulated Voltage" range Compared to competitive models Compared to previous models NOTE: All CAUTIONS and WARNINGS are identified by the symbol rA All warnings are printed in bold capital letters. Al WARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. VISIT WWW.COOPERNOTIFICATION.COM OR CONTACT COOPER NOTIFICATION FOR THE CURRENT INSTALLATION INSTRUCTIONS. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS, CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. General Notes: General Notes: Strobes are designed to flash at 1 flash per second minimum over their 'Regulated Voltage Range'. All candela ratings represent minimum effective strobe intensity based on UL Standard 1971. Series Exceder Strobe products are Listed under UL Standards 1971 and 464 for indoor use with a temperature range of 32'F to 120'F (0•C to 49'C) and maximum humidity of 93% (3 2%) UL 464 (85% UL 1971). Series Exceder horns are under UL Standard 464 for audible signal appliances (Indoor use only). Low Current Draw = Fewer Power• • Strobe Ratings per UL Standard 1971 UL Max Current' 24 VDC / 24 FWR 12 VDC Model Regulated Voltage 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 Range VDC ST 8.0-33.0 0,057 0.070 0.085 0.135 0.163 0.182 0.205 0.253 0.110 0.140 STC 8.0-33.0 0.061 0.085 0.103 0.135 0.163 0.182 0,205 0.253 0.110 Horn Strobe Ratings per UL 1971 & UL 464 at 24 VDC UL Max Current* at ..;. 24 VDC 12 VDC Model Regulated Voltage 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 Range VDC HS 8.0-33.0 0.082 0.095 0.102 0.148 0,176 0,197 0.242 0.282 0.125 0.159 HSC 8.0-33.0 0,082 0.102 0.141 0.148 0.176 0.197 0.242 0.282 0.125 UL Max Current" at 95 dB 24 VDC 12 VDC Model Regulated Voltage 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 Range VDC HS 8.0-33.0 0.073 0.083 0.087 0.139 0.163 0.186 0.230 0.272 0.122 0.153 HSC 8.0-33.0 0.073 0.087 0.128 0.139 0.163 0.186 0.230 0.272 0.122 UL Max Current' at ••.:A 24 VDC 12 VDC Model Regulated Voltage 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 Range VDC HS 8.0-33.0 0,065 0.075 0.084 0.136 0.157 0.184 0,226 0.267 0.120 0.148 HSC 8.0-33.0 0,065 0.084 0.120 0.136 0.157 0.184 0.226 0.267 0.120 Horn Ratings per UL 464 Model Regulated Voltage Range VDC 99 dB 95 dB 90 dB HN 16-33.0 0.064 0.044 0.022 HNC 16-33.0 0.084 0.044 0.022 HN 8.0-17.5 0.047 0.026 0.017 HNC 1 8.0-17.5 0.047 0.026 0.017 UL max current rating is the maximum RMS current within the listed voltage range (16-33 VDC for 24 VDC units). For strobes the UL max current is usually at the minimum listed voltage (16 VDC for 24 VDC units). For audibles the max current is usually at the maximum listed voltage (33 VDC for 24 VDC units). For unfiltered ratings, see installation instructions. Power - Limited/Unshielded DESCRIPTION Pleiiecoii /l ® Extra Flexible • ASTM bare copper FPLP Polymer alloy insulation Twisted pair or cabled construction Polyester binders as required • Flexible plenum jacket n_ RATING UL listed NEC type FPLP Constructed in accordance with UL Standard 1424 Complies with UL 910 test modified ASTM Steiner Tunnel Test Meets 300 volt requirement as specified in Section 760 of the NEC APPLICATIONS Indoor (non -conduit per NEC) within ducts, plenums, and other spaces used for environmental air for: Audio circuits Control circuits Initiating circuits Notification circuits SPECIAL NOTES Capacitance of unshielded cable may vary depending on the installation environment. INSTALLATION PRECAUTIONS for plenum cable: refer to the Technical Reference Section Catalog of Thickness Thickness O.D. CapacitanceStranding inch mm inch mm inch mm pf/ft' pf/m' 60980E 1 18 Solid 010 25 015 38 142 3.61 29 95 Pair 6.5 ON 60982E 4 18 Solid 010 25 015 38 175 4.45 29 95 6.5 ON' 60991E 1 16 Solid 010 25 015 38 161 4.09 32 105 Pair 4.1 ON 60164E 4 16 Solid 010 25 015 38 220 5.59 32 105 4.1 ON 60993E 1 14 Solid 012 30 015 38 191 4.86 35 115 Pair 2.6 ON 60700E 4 14 Solid 012 30 015 38 252 6.40 35 115 2.6 QX 60995E 1 12 Solid 012 30 015 38 225 5.72 45 148 Pair 1.e ox Standard spool size 1000 feet 'Capacitance between conductors. COLOR CODE 1. Black, 2. Red, 3. Brown, 4. Blue JACKET: Red 54 WEST PENN WIRE/CDT SCPA Parcel View: 25-19-30-5AG-0204-0030 Page 1 of 2 Property Record Card go" CIA PAr I AEJCR Parcel: 25- t 9-30-5AG-0204-0030 RAISE Owner: HOOGLAND ORLANDO INC aclotr+rr.r nluow Property Address: 110 W 1ST #102-100 ST SANFORD. FL 32771 Parcel Information Value Summary i Parcel 25.19-30-5AG-0204-0030 Owner HOOGLAND ORLANDO INC Property Address 110 W 1 ST 0102-108 ST SANFORD. FL 32771 CIO FIRST CAPITAL PROP GROUP 1516 HILLCREST ST STE 210 Mailing ORLANDO. FL 32803.4728 Subdivision Name SANFORD TOWN OF Tax District S3-SANFORD-WATERFRONT REOVDST DOR Use Code 1802-TWO STORY OFFICE BLDG Exemptions s • 1 s • 4 nw to le h B%A4.IE1vWl:-r.l' E-IMrdrdEFCAL—ST a 2017 Working Values 2016 Certified Values Valuation Method Income Income Number of Buildings 1 1 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) Land Value Ag JusUMarkel Velua -' 1,073,852 1,073,852 Portability Adj Save Our Homes Adj 0 s0 Amendment 1 Adj 0 0 P&G Adi SO so Assessed Value 1$1,073,052 1.073,852 9 4 s s Tax Amount without SOH: $21,526.02 e 2016 Tar BIII Amount $21,526.02 F _ un Tax Estimator e to o toZaILSaveOurHomesSavings. $0.00 I' Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 3 & 5 & E 19.9 FT OF LOT 4 & E 37.6 FT OF LOT 7 d E W ALLEY BETWEEN E LOT LINE LOT 3 EXT SLY d W LOT LINE 4 EXT SLY d VACD ST ADJ ONNdEOFLOT3dADJONSOFLOT 7BILK 2TR4 TOWN OF SANFORD PB 1 PG 58 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value City Sanford 1.073,852 s0 1.073,852 SJWM( Sainl Johns Water Management) 1,073,852 0 1,073,852 County Bonds I $1.073,852 0 1.073,852 County General Fund 1.073,552 SO $1,073,852 Schools 1,073,852 1 Sol $1.073,052 Sales Description I Dale Book Page Amount Oualified Vac/Imp SPECIAL WARRANTY DEED 11/111995 02993 07855 I $280,000 No Improved CERTIFICATE OF TITLE 1111111991 02259 D511 100 No Improved SPECIAL WARRANTY DEED 121111984 Ot618 0054 1,166,000 No Improved FEE SIMPLE DEED 12/1/1978 01199 1895 500 No Improved WARRANTY DEED 111111976 1 01096 1253 20,000 No Improved Find Colttparable Sales Land Method Frontage Depth Units Units Price Land Value SOUARE FEET I 0.001 0.00 I 15246 I $12.00 I $182,952 ai http:// parceldetail.scpafl.org/ParcelDetaiiInfo.aspx?PID=2519305AGO2040030 11 /2/2016 SCPA Parcel View: 25-19-30-5AG-0204-0030 Page 2 of 2 Building Information p DescriptionYear Built Stones Total SF Ext Wall ActuallEffective 1 MASONRYIPILASTER 11900/1975 ( 2 I 27.439 I BRICKMASOCOMMON - Permits Adi Value I Repl Value I Appendages 1, 063,7051 $2.065.449 Description Area OPEN PORCH 12. 00 FINISHED OPEN PORCH 14 00 FINISHED OPEN PORCH 18 00 FINISHED OPEN PORCH 21.00 FINISHED OPEN PORCH 49. 00 FINISHED OPEN PORCH 144. 00 FINISHED OPEN PORCH 700. 00 FINISHED UTILITY FINISHED 1379.00 Permit / f Description Agency Amount CO Date Permit Date 01109 INTERIOR REMODELING - CLOSE OPENING BETWEEN 110 d 116. 116 W 1ST ST SANFORD 6,400 3/12/2015 00235 INTERIOR REMODELING - LIFE SAFETY REVIEW ONLY - 115 N OAK AVE SANFORD 1.000 11/4/2014 01198 REPAIRS TO EXTERIOR WALL SANFORD 68,250 3/14/2012 00636 1 FIRE ALARM HORN STROBE - 2ND FLOOR - 114 W 1ST ST SANFORD 625 1/17/2012 00531 INTERIOR REMODELING - 114 W 1ST ST SANFORD 14,575 12/19/2011 00556 BUILD STADIUM SEATING: PAD PER PERMIT 115 W 1ST ST SANFORD 13,000 1/4/2011 01443 DEMO 8 REPLACE 7 HORN STROBES / ADD SYNC MODULE SANFORD 51,675 5/11/2010 01318 INSTALL STORE -FRONT DOOR IN DOOR OPENING - SUITE 220. PAD PER PERMIT 114 W 1ST ST SANFORD 2.450 4127/2010 01127 DEMO d RELOCATE 1 EXISTING PULL STATION 8 1 EXISTING HORN STROBE & ADD 1 NEW HORN STROBE SANFORD 800 3/31/2010 00932 INTERIOR ALTERATIONS & ADDITIONS SANFORD 37.2251 131212010 Page 1, of 4 (32 items) (1) j 3 g Extra Features Description Year Built Units Value New Cost No Extra Features http:// parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AGO2040030 11/2/2016 FIRETRONICS INC. FIRETRONICS INC. - AYTONA FIRETRONIC S EXTINGUISHERS, IN 1035 Pine Hollow Point Dr. Altamonte Springs, FL. 32714 - phone: 407-774-6900 / fax: 407-774-2074 LIMITED POWER OF ATTORNEY Date: LA\ -- - --- 1 hereby name and appoint: Linda Bean NOV 0 3 2016 An agent of: Firetronics. Inc Name of Company) To be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option).- X All permits and applications submitted by this contractor. The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: One Year License Holder Name: Robert Parris State License Number: EF 0000423 Signature of License Holder: STATE OF Florida COUNTY OF Seminole The foregoing instrument was acknowledged before me this) tt day of W 2016, by Robert Parris who is X personally known to me or _ who has produced as identification and who did (did not) take an oath. 6LrMW Signature »» vEgON1CA L BUCNIS Veronica L Bucnis Print Name Notary Public: State of Florida Commission N.: GG 001943 My Commission Expires: Oct 14, 2020 Notary Public - State o1 FloridaOCommission0GG001943 airMy Comm. Expires Oct 14, 2020 iN' Bonded through Natlonal Notary Assn 10/14/2016 17:26 FAX 08123/2016 08:23 ffa 0011U04 T RONICS INC FOE' QI TIC 9 INC.. . bAYTONA T,rl" n r. vT'TATC``,.T TY QT-TpR C TNj PROPOSAL SUBMITTED TO: NOW.- JIM MALLORY Add,no,; 2742 PEAK PLACE Addmv; city, St, zip: LAKE MARY, FL 32746 Date: AuSuet 22, 2016 Phanc: 3Z1.231-16141 FAX 407 330.6309 Conn RM MALLORY Job Nome: TENANT IMPROVEMENTS 110 W. F><RST 8T7=, SUITE II 71110 SANFORD, FL 3X771 Th$ ympoW Includes: ELTMATE'f0 SUPPLY AND INSTALL THE FOLLOWING FqRE ABM DEVICES AT THE ABOVE R> IRMC9D LOCATION. MA,TMW S: I) SIONAL EXPANDER 2) SYNC MODULE RPLOCAM 1) SIGNALEXPANDER 2) SYNC MODULE 1) PULL STATION 1) HORN STROBE I) sxs )-BOX 1001) CABLE LA13OR: LABOR TO DEMO. RirLOCATS AND INSTALL THE ABOVE LISTED DEVICES: INCLUDES D PRETEST AND FINAL INSPECTION. es,rrrrr 1rn 7+RR OVB WORK Q NOTES: I . THIS BID DOES NOT INCLUDE A RELAY TO RELEASE THE ACCESS TO THE CONTROL DOOR WHEN THE FIRE ALARM ACTIVATES. IF RBQUMM, ADD" 2. THERE WW. BE ADDITIONAL COST IF THE WSTING FIRE ALARM DEVICES ARE NOT SYNCHRONIZ$D. 3. ADD UM FOR EACH BOX CUT IN BY FIREI'RONICS 4. ADD UMMJOR AFIBR HOURS FINAL 3_ ALL 120VAC AND vACBWAY TO RE PROVIDED BY OTHERS 6. ALL WORK TO BE PBRFORMED DURING NORMAL WORK HOURS 7. HVAC EXCLUDED (EX DAMPERS, DUCT DEIBG'TORS, UM... S. ADD &:=& IF A SIGNAL WMANDER IS NS DBD 9. IF THE FIRE DEPARTMENT OR BNOINE13R REQUIRE ADDITIONAL DEVICES, THERE WILL BE ADDITIONAL COSTS RRE ALARMS, EXTINGUISHERS, HYDRAM , $PFi NKLERB, BACKFLOW, SPOCIAL HAZARDS, R,5 TAURANT HOOD 9Y8T YA OURGLARY, ACCESS CONTROL & COrV ' State License Fire # EFW00423 ' Contractor 1 # 50748800012004 ' Contactor 2 # 63400100012005 01mm A # 51094200012004 ' Class 5 0 68552700071996 ' Class D 0 70145200012006 Pop t of 2 00210/14/2016 17:27 FAX 0002/004 08MI2010 08:M FIRETRONICS ITC. rrl s, r . No E;Xi fONA F TRONICs CTINGUIS INJ. F67111-1713 1kx: 10. THIS PROPOSAL DOES NOT INCLUDE ANY UPORADHS TO THE EXISTING FIRS ALARM SYSTEM11. ALL pROORAMMINO'TO BE PROVIDED BY MANAoRmENT OR OWNER (IF REQUIRM) 12, IN THB EVENT A LIFT 18 REQUIRED, IT WALL BE EXTRA13, GENERAL CONTRACTOR To _ 14. EELECTRICAL COMMACTOR TOppLyINSTALL BACIBOM WITH STUSUPS,PER PIItETIty ONICS DDEGN WING S NLY. we htreby ptopowpaymentto1» mad+ u fb>bws: t4BT 13 DAYS UPON COMPLY ION Thb ptope•d does not Ineltl0e I ZOV hooaup or the necessary oondult to bnuU the above derku. to aurrdud pnetts.s. My abaratloo or devlatlon 6omAUmooeria! is gUaret ged I4 be u spaeiaed. All wadt m ba eompinsd to @ worktn@nwte menav aeootrfingabovespecificationsInvolvingextraeoela, will be 09WU ed only Upon written Ogden, and will become an extre chary ovq "ad above the aelimsa. We requlN one at of Speclticatlona and Drawler. AD agre"MR19 c01111t1pMt tlpoe aadh.a, aooldems at debys are boyood our co WDI. rb UoWthoehad petuomieLWewillprovideaoo +yoa worrotty sovaring,aatadals ead 100 , euludlog Acts olaumre, Ne. theft, vaadatlan. or tampedog My legal feel Joeu<rto awpayment of watrwt will be your raspemtbll1ty if @ )eb requires a bond. odd IS to e@evaet piles. Tble proposal subject to sooepunoe wltblu 30 days ladle vol4 Atarutlar at the opuon of the @edealgnad. FOB & arc evioe Uhtuge Fltett0ake Aulhortntd SignatarQ ROBMrr W. PARRM PRMIDEfVT ACC CB OF PROMMAL ad atied Payroegt will be made as ouUl@eA above. The @bore pdca. epeelflcatlone aondulmta ate hKft swupted. Yoe Uthortae do Ote work ped DATg ACG1iFt18t? G Customer sisumt. Prinad Ntum 1 FIRE ALARM , EXTMNOUISHERS, HYDRANTS, SPRINKLERS, BACKFLOW, SPECIAL'"AZARDS, RESTAURANT HOOD SYSTEMS, BURGLARY, ACCESS CONTROL & CCTV 8tMto Llcs»9a Fire lt' EFo000423 ' Cotttraotor 1 # 50746600012004 • Contractor 2 # 80490100012005 Class A 0 51 OM00012004 . Class 0 0 8861i2700011 Op6 6 Class D 70145200012006 POP s of 2 FIRETRONICS INC. FIRETRONIC S WC. - AYTONA FIRETRONIC S EXTINGUISHERS, INI. 1035 Pine Hollow Point Dr. Altamonte Springs, FL-. 32714 - phone: 407-774-69001 fax: 407-774-2074 LIMITED POWER OF ATTORNEY Date: I hereby name and appoint: Linda Bean An agent of : Firetronics, Inc Name of Company) To be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): X All permits and applications submitted by this contractor. The specific permit and application for work located at: i- -- Ll F4 6rO& Street Address) Expiration Date for This Limited Power of Attorney: One Year l License Holder Name: Robert Parris State License Number: EF 0000423 Signature of License Holder: STATE OF Florida COUNTY OF Seminole The foregoing instrument was acknowledged before me this _L(., L day of 1`bp , 2016, by Robert Parris who is X personally known to me or _ who has produced as identification and who did (did not) take an oath. Signature ;;)-, VERONICA l BUCNIS Notary Public - State of Florida Commission ! GG 001943 Veronica L Bucnis =;;My Comm. Expires Oct 14. 2020 Print Name•••,•Bonded through National Notary Assn. Notary Public: State of Florida Commission N.: GG 001943 My Commission Expires: Oct 14, 2020