Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2598 W Airport Blvd 17-2051 New construction Warehouse
Revision l Response to Comments Permit # ' w Projcct Address: Contact: lylpo* b lbyez Ph: - u-1ut'5Q45 Email: J' C:t tw j & 1bLt4w, . Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safdy Waste Water Department Utilities Waste Water Planning: Engineering Fire Prevention 2 Building City of Sanford Building & Fire Prevention Division MAY 01 1018 Ph:-4.07.6884150 Fam-407.,688.5152 Email: building a@,sarifordfbgov Submittal Date or Fax:. -5y - 07Z`[ - 6s o Nff! T@ General description of revision: f WOL VAROM A4A 4M bf ROUTING INFORMATION Approvals H 4 ROBB & TAYLOR F.nsineerins Solutions. Inc:. ROBB 8c TAYLOR May 24, 2018 SJOTF. City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 Attention: Joy Deen, Plans Examiner Re: 17-2051 (Warehouse A) PERMIT # ' "-225 ' Conceming the Code for the project, the Reference should read: Florida Building Code, 2017 Florida Existing Building, 2017 Florida Mechanical Code, 2017 Florida Pluming Code, 2017 Florida Energy Conservation Code, 2017 National Electric Code, NFPA 70, 2014 Florida Accessibility Code, 2017 Florida Fire Prevention Code, 2017 NFPA 101, Life Safety Code, 2015 NFPA 1, Fire Code, 2015 Ily OobP.E n ering Solutions, Inc. rt F. President y PE# 55645 - No. 55645 o STATE OF 90 ••', ORIDp:••'k4Z y%Z./OVAL 4685 Hidden Lakes PI • Melbourne, Florida 32934 . Office: (321) 302-2313 r-tengineering@cfl.rr.com Revision lko> Response to Comments,.D Permit # 11— w 51 Project Address: Contact: Fjw* V `bUeZ Ph: Email: +1 C t 66 j & mJ100k. , (aft) Trades encompassed. in_revision: Building Plumbing Electrical ZOOMechanical Life. Safety 0 Waste Water Department Utilities 11 Waste Water M Planning: O Engineering Fire Prevention 0 Building A'.. IV 0 ? 2013 Cit7 :of Sanford Building & Fire Prevention .Division Ph: 407.:688:5150 Fax:407:688.3152 Email: building@sahfordfLgov Submittal Date fvy P), 9AI, Fax:: 15-M — 107Zi -6S 0 General .description of revision: 7 77 2D ROUTING INFORMATION Approvals Revision . . Response to ;Comments.. Permit # t ' w 6 Project Address: F1 Contact: ' PPM0 tb%J6Z Ph: %-' l?AA -5u45 Email: ` ;, C:t 66 & iwAlwk.. (afn Trades encompassed.in_revision: IM/ Buildin Plumbing Electrical Mechanical Nd Life Safety Q Waste Water: City : of Sanford BuildinVire vention.Division Ph: 407..688:5150 Fax:=407. 688.5552 Email: building@sarifordfLgov Submittal Fax:: 15-M - 1007Zrj -bS bI General description of revision: N u ROUTING INFORMATION Department , Approvals Utilities Waste Water Planning: Engineering L5 Fire Prevention 0 Building Revision . Response.to..Comments.D Permit # Project Address: 6-,105 Contact: ' PPMv kbvjffL Ph: lIzA- t Ai-CIk:tk5 Email: - KLl 6b a% bl, Ronv, - Trades encompassed. in -revision: Building Plumbing City o#Sanford Building ,& Fire Prevention .Division T Ph: 4.07..6884150- Fax:--40.7. 688.5152 fYEmail: buildingiasanfordfbgov Submittal Date _ Fax: 15-M - r% z1 - SS b1 General description of revision: Electrical 4 Mechanical 4 Life Safety 11. Waste Water: Department Utilities I( Waste Water Planning; Engineering Fire Prevention 0 Building ROUTING INFORMATION Approvals Revision . Response.to Comments.. City of Sanford Building ,& 'Fire Prevention .Division a'' ?3 Ph: •4.07.:68841.50 Fax:407..688.5152 Email: building@sarifordfl.gov a Permit # ' w Project Address: 19V Uv - A Contact: "PPM0 `bUJffZ Ph: ' U' l?AA-5ukk5 Email: J'C:t 66 & iw4wy' . (a&, Trades encompassed. in_revision: Building Plumbing Submittal Date w v) 9V Fax:. 15-M — I Zi - 6S DI General description of revision: Mmat Cum ?IV OWL (w(-q Electrical Mechanical q D( Life Safety Q. Waste Water. ROUTING INFORMATION Department % approvals _ 2 Utilities A Waste Water Planning: Engineering Fire Prevention 0 Bniiding DATE: sJzlr g BUSINESS/PROJECTNAME: ADDRESS: ?,Sit w A;o)?f CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PERMIT NUMBER: PHONE: FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 7-205 f FAX: 407.688.5051 PLAN REVIEW INFORMATION INSTRUCTION [)C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: 9 %-ir•' ov CpILT Job Address: W Pa reel ID: U,-1 ' 3 07 Type of Work: New 9 Add Description of Work: N-1 Plan Review Contact Person: Phone• A V1 -5gLt! Name " T. Street: 2-t- opt 41L City, State Zip: Len &wI Name O l Street: •"r! K S ls-%4 6A, dI CITY OF SANFORD BUILDING & FIRE PREVENTION 2017 PERMIT APPLICATION 1 Application No: / %' d1OS V.;,r v c boodrtir. BY• Documented Construction Value: S i. Historic District: Yes No U Residential NJCommercial Change of Use %Move El l 7 vg L Title: SW TKES Fax: JZV 2 ''b Email • o D 0 Property Owner Information City, State Zip: M C'.t 1 bM&LmC- Ie-- 37A vq Phone: Resident of prdl)erty? 4+31 rmation Phone: u'-JZt-5441 Fax: U(' 1Z.-I —g,q State License No.: CCe,-6qz 10 Architect/E`ngineer Information q Name: R- K f '3 - Phone: u-3o?fy713 7 Street: w .,/, w- Cw Fax: City, St, Zip:' 1' - 1 E-mail: Y-`P ti htertn(,Gi •'t. (,, t, Bonding Company: N 4 Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE ry 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 60 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code a a. Revised: June 30 2015 P h'rt; ' 3 PermitA lication PP S ,P- A- 0-o' R I S i 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 Eire time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Fbate Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 0 4 11 W 5 a 1 Permits Required: Building Q lectricala Mechanical o' Plumbing[EJ"_Gas[] Roof Construction Type: // %3 6C i.s Occupancy Use: fnIXd- f5-f S`/ Flood Zone: Print Contractor/Agent's Name s4 Signature of Notary -State of Florida TERRIE CARLSON dMY COMMISSION N FF167430 o.nD EXPIRES: D==bv 13. 2018 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Total Sq Ft of Bldg. U 3" AGary Occupancy Load: 02 L # of Stories: cP<-M) New Construction: Electric - # of Amps 19raw Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of beads APPROVALS: ZONING: UTILITIES: ENGTNEERTNG: COMMENTS: FIRE: Fire Alarm Permit: Yes[] No[] WASTE WATER: BUILDING: e) Revised. June 30, 2015 Permit Application r' AGREEMENT BETWEEN OWNER AND DESIGN-BUILDIER n:: Date, of Agreenienk 2. Parties: 2a. Owner: 21b. 'tJre te-Build Cintmctorc Septembea. K- 2017 Joseph T. Yamin 222 Nob Hill Circle Lor gwod, F''L 32779- 437 Teom 33avis Const mcfi mL, k1mc. CGC0421-10 515 Distribution Dr. Melbourne, FL 32904 321) 724-5445 phone 321) 727-9509 fax tdcibob(aioutlook. com 3. Project: Warehouses for Joe Yamin 2598 W. Airport Blvd. Sanford, FL 32771 4. Scope Of Work: Design -build two (2) 70' wide x 90' long, clear span, Single Slope pre-engineered steel - buildings viiih glow side eave *eigbt -at V8' . JR ldings to be open 18' Ngh fbr masonry. Roof to be 26gage galvalnme:P=BR screwdown-zoof sheets.'Wa11s W)be 26 gage ste6i sleets, standard -color.. Each%buildisr; w I3have two'(2)14' wide x 44' 1.3igh, chainoperated,.ra13-up.moors. Ware]3oiuse A will have offices and toilets. Warehouse B is just storage. Roof and sheeted walls to be insulated with 3" vinyl faced insulation. Sitework to include: Site improvements in accordance with the Civil Plans by Robb & Taylor Engineering Solutions 5. Contract Sum: The above to be c=Vleted` fora dire sum. of Five Mm. dted'NinetyFive Thouusaq& and` 00/100 dollars ($595,000.00), as follows: 'WAIK A&4 330 Q$O 00 6. Documents: VUAAA*115 b Veqi a. Warehouse A: Architectural Plans entitled "Warehouse A for Joe Yamin" identified as wai-actrrumberr 17-4186, Me i i4U- ea:dated. 4A August, 204 7 (Attaw meni A); b. `Warehouse 13:-rchitertural :Plans entitled 'Warehouse`8' for Joe Yamin7 identified as ftwjeot mumsber... 1-7-4S6., iEle:1:1..49b, ,cover , tecl 7 2 August, 20 7 (Attadhinent B; c. Civil Plans entitled "Yamin Warehouses" Identified as Project Number 17-010 (Attachment C) 7. Contract Time: Project will be completed within 120 calendar days following receipt of the necessary permits. Payments. Progress Payments: Owner shall make payments to the Contractor, monthly, as follows: Contractor to present requests for payment to the Owner for payment 10 days thereafter. a. r r b. Final payment to be made by Owner to the Contractor within 15 days after receipt of final billing. c. Special fequestsi for payment will bey submwitted f®ir- L. MetaC$t -' - g Deposit (due at the time tljz.bt iliff-ag is. ord'dred), and°2)sRaal'anee, for. the lY4i'etal'Baiti?ibg; (due at the time of r' delivery). I 9. Conditions: a. Allowances: The following allowance is included in the Contract Sum: Permits 3;©D0 00 b. Exedusions 1. Any adBRtaoi al requirements by the- Governing Authori#ies, -not addressed here; 2. Anything not specifically shown or mentioned in this agreement; 3. Impact fees; or 4. Site Engineering Fees. 10. Changes: The Scope of Work can be modified by either the Owner or the Contractor by a Change Order to this agreement. 11. Disputes: If the pwdes camnet-resuYve any. &*jAe that rani amise dw,iw& t]tre comuse ©f tomstrrctivn-, then the matter will be resolved by Arbitration. 12. Insurance: a. - Tt&e Contractor will be responsible-ko -provide to xhre <)wnez, ,-oopies,of am.-ont Certificates -of General Liability and Workers Compensation Insurance coverage. b.. The Owmer ud11 z;B=0dWs AEI-Ris"k-pdRcy W-protecit file completed work from natural disaster or fire. Owner: Signature Joseph. T. Yamin-: Contractor: Signature Tian, K. Davis. Date: C? /<? / % Date: Job Address: Parcel ID: Type of Work: Description of Work: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 9 1ApplicationNo: l '' 90 as Documented Construction Value: S 33o.45y. W'htw& 640. k `. Historic District: Yes No U Residential Commercial V IChange of Use %Move Plan Review Contact Person: ULI 16 VI L Title: Phone: 'L Fax: ?i. ?i' Qj, Email: C, 6 6L 04. 6 Property Owner Information j rn h2))? Name + v - tv Phone: v n ,, J Street: U41 opt a, Resident of -property? : T ` rU City, State Zip: _1nNeaL, k, z"n i 443} r- Contr ctor Information Name O 9144 I1. tdLL L'j,* C_. Phone: Z4--]L -540' Street: C1 1S'S'R 1 v1,alM . Fax: *' -1y1 —0,R11 City, State Zip: M 0Abt4g.+- 3State License No.: C 6- 64zl i 0 Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information oTK - Phone:r Z" Fax: of E- mail: Y-entii hter nq.c,l •rr. 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. YBC 1053 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 t'iine the mmit 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. 7/9.17 Signature of Owner/Agent Date Signature of Contractor/Agent Fbate Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 44$& wyftt, Print Contractor/Agent's Name vAIw) 111_ - Signature of Notary -State of Florida TERRIE CARLSON MY COMMISSION 0 FF167A0 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical[] Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: WASTEWATER: 9 Z(P 17- 41 BUILDING: Revised: June 30, 2015 Permit Application Type of Work: Description of Work: V CITY OF SANFORD r-""kTc BUILDING & FIRE PREVENTION PERMIT APPLICATION 5 Application No: Documented Construction Value: $ 33oa41 o. fL ;sr I - Historic District: Yes El No Alteration Q„ A m / Property Owner Information Name h V Nr/l vy% Phone: Street: 1- -7 - Residential Commercial V Change of Use %Move rr'' Resident of property? : City, State Zip: 411W0e1, YID• -z"nq ' 401 r_ Contr ctor Information Name d ,Il W1M1 f$.I IC,'L* C_. Phone: u 2 - 4tts Street: 'C! 1s%4 6j, M M. Fax: -7 V1 g City, State Zip: M OADRt., 37-f1 % State License No.: 6'-6gz1 [ 0 Name:UVA T Street: 4165 City, St, Zip: _k Bonding Company: Address: I veSc- Arch itect/Eng1neer Information q 9@ L S e(4b tn,,1 Phone: ; Z4 — Me054- Q,,C_ n Fax: E-mail: Y-4"ii hteng4o c.#. r. tn tc - e Lender: f\ U 1" - WARNING TO OWNER: YOUR FAILURE 4i n 5 DMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS a ,{ p 4 OTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB 1 S re-9 1-7 :PECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR L] 1e 'iOL , ' EFORE RECORDING YOUR NOTICE OF QCOMMENCEMENT. d' T 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 1053 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 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 Signature of Contractor/Agent IDate Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID s& Wv*-&, Print Contractor/Agent's Name AdX) Signature of Notary -State of Florida TERRIE CARLSONFMYCOMMISSION / FF1674 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Q Plumbing0 GasO 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: %Z.4 ' /% WASTEWATER: 1 lii : F BUILDING: Revised: June 30, 2015 Permit Application OR %I OFFICE City of 5anfard Building and Fire Prevention Product Approval Specification Form PpIrmit A / 7- dd Project Location Address Mt) UJ, qo As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can, be obtained. at www.floridabuildinci.orq. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description. Roada.rApproma-Itf include..dea- mats 1. Exterior Doors. Swinging 11 IZ t Sliding Sectional Roll U U Automatic Other s 2.' Windows Sin le -Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual .Action Other June 2014 to Category / Subcategory Manufacturer Product Description Florida Approval # i+acfuding decimal 3. Panel Walls Sidin. s LIS -IL Soffits Storefronts Curtain Walls Wag Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4 'Roofin Products As aft Shingles Underlay meats RoofinFasteners Nonstructural Metal Roofing5 Q`l ` 1&&A R• Fve Sl,lfc'SFLs3 P —Z-C Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single :Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid.Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roof E.P:S.-Roof Panels Roof Vents Other June 2014 Cates / ,Subcategory Manufacturer Product Description, Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u jE -1ii p .melt Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss: Plates Engineered- Lumber Railing Coolers/Freezers Concrete Admixtures Precast'i.:iaWs Insulation =Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products• Applicant's Signature Applicant's Name, Fo6 Li Please Print) June 2014 15% ojwtWcEA CITY OF Building.& Fire Prevention Division ORD COAPIERML PEIMT'GUIDELEVES FIRE OEPARTMENT All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: 8/ Building Permit Application completed, signed and notarized. Application must include correct address and-compiete, pmel 1. D . 'num ber. 1 Copy of a contract, signed Eby -the contractor and property owner, indicating the documented construction value Copy of the contractof's license issuedby the State of Florida (if contractor is applicant). S/ 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 exemplion issued by the State of Florida (must be submitted with each application if contractor is the applicant). DN t Owner Builder Statement / Affidavit (if owner is ap)icaats 11 (Must be signed in person at the Building Department) LLC's do not qualify for the Owner Builder exception per Florida Statute O Approval letter from sanitary sewer provider (if other than the City of Sanford). O Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Depariemt for mew or existing septic systems, grease interceptors, etc. (if applicable). O 'Seminole CountyYmpact Fee Statement. 1Z 'Five (S). sots.signed and .sealed -building +constmmtimn plans. 0 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 Two (2) sets signed and sealed floor and roof truss engineering. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of-th-e manufacturer's ikstaflatioa instnolctions for.the_folluming products: wind4ws,,d00Fs, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. Three (3) sets of completed and signed energy calculations (signed/sealed if required by Florida Statute or code). 001 JW State of Florida Division of Hotel and Restaurant approval (if applicable). O VjpFlorida 0pparunent of Environmental Protection Notice of Asbestos Renovation or Demolition (if applicable). 0V110C 'State of*lonidalloWiicai+ion -on Gas Tanks (Hapo icwe). 0 Fioodplain development application completed and signed if any portion of the property is in a flood N'O 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 (Develoament Dian includes additional requirements). D. Al-Kparking and accessible routes. D Accessible parking space(s) and signage details Accessible entrances Accessible ramps, handrails, guardrails, curb cuts and details Effective: August I, 2017 Page I of 7 O All required building exits accessible (not less than 60% if all are not required exits) O. Areas of rescue assistance 0. Accessible. signage. D, Fire access Vehicle loading D Driving/turning radius O Fire hydrant/water supply/post indicator valve (PIV) O Location of septic systems (if applicable) D. Sdtbac`ks/fine separration)(asstmed,propertyTmes) 0 Utility lines (water, sewer irrigation 0 M, eters.andobaokflow devices BUILDING PLAN Nr Construction documents shall indicate code edition being applied f*% Page size minimum I I" x 17" 9 Plans to minimum- 141' scale, All pages numbered and labeled f5 Plans signed/seMe&andt dated by -a Florida Design ftofessioaal>.as applicaNe. IV Designer information: name, address, registration # on all pages 9 Reference the currently adopted code editions q/ Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category 1 buildings, 139 mph ultimate design wind speed for risk category 11 buildings and 149 aVb-ivffi,mate design wind speed -ferTimk-category-143 and AV.hui,ldings Ultimate design wind speed (Vult) Nominal -design wind speed (Vasil) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and-ctaddrag &sign,wind pressures in terms of psf Structural Calculations, if necessary. PJA Threshold-htspectiocn Ptah (for. threshotd' buitdings)- All areas dimensioned and use noted 51 Corridors C Shafts and elevator hoistways Stair location/guardrails/handrails Pa d-ition klenotations and schedule V Door locations, -sizes, door and hardware -schedule W 'Window locations, sizes and schedule J Tempered glass locations Attic ventilation and access 1W Air barrier requirements C/ Interior finish ratings and schedule G Light and ventilation d Sanitation l/ Elevators C Escalators I Lifts 2* 0' Roof coverings nstmet'ion 4ype design criteria: Type of construction denoted (per table 503) Effective: August 7, 2017 Page 2 of 7 1( Occupancy group classification denoted for building and roomstareas 6( Gross square footage — Net square footage calculations dBuildding height Percentage- of exterior openings cakuM6Dns Classification of hazard of contents (if applicable) Structural Design Criteria: 0 Ultimate design wind speed (Vult) O Nominal design wind speed (Vasd) O .disk category O Exposure -category O Enclosure classification O Internal pressure coefficient O Component and cladding design wind pressures in terms of psf O Structural Calculations, if necessary O Floor loads — psf O Stair loads — psf 0 Roof loads — psf D Balcony loads — psf O Corridor loads — psf O Storage loads — psf Materials to be reviewed shall at a minimum include the following: 0 Wood /.grade — species 0 Steel./.type -.grade 43 Ailumfinu7n 0 Concrete 0 Plastic 0 Glass 0 Masonry 0 Gypsum board and plaster 0 Insulating (mechanical) 0 Roofing 0 Insulation 0 Alternate materials Structural: 0 Signed and sealed soil report with a positive conclusion required 0 CompaotiowivgWremetets 0 Foundation locations;•dimensions,and Aepth specified 0 Foundation denotations, schedules and details 0 Reinforcing steel, amount, size, grade, spacing, and lap specified 0 Footing dowel locations 0 Maximum filled cell spacing 0 Embedment's 0 Slab thickness andr reinforcement 0 Vapor barrier 0 Termite protection 0 Relieving arch steel details at pipe penetrations 0 Brick ledge detail including flashing and weep hole size and spacing 0 Building materials used 0 . JUntel locations, denotations and schedule 0 Exterior and interior structural wail sections Effective: August •1, 2017 Page 3 of 7 O Columns D Tie beams D• Structural steel since, type,.connections D Framing details and1astening D Load path connectors D Floor deck and fastening D Wall sheathing and fastening D Roof deck and fastening D Stir con. st motion U Window and.door..demiis, including. design pressure ofopenings D -Fastening details for windows:and.doors,..type,4ength, and. quantity) D Exterior mounted mechanical units fastening methods to meet wind load D Roof and floor framing, truss layout, connector schedule Fire Protection Requirements- 0 Fire separation requirements for corridors, elevators, stairways, floors & shafts D Occupancy separation requirements D. Tenant separation requirements D Fire resistant protection details for type of construction D Rated requirements for walls, floor -ceiling and roof -ceiling assemblies D Design numbers and details for all rated assemblies D Design numbers and details for all rated penetrations 0 Rated door and hardware schedules No fire,brlocking and draft stopping O •Ca:lculated ire resistance 0 'Interior -finishes (flame spread/smoke development) Life Safety: O Occupant load calculations and egress capacities D Special occupancy requirements EY Egress plate D Number of exits- 0 Capacity of exits D Arrangement of exits D Travel distance to exits/common path of travel D Stairs con struction/geometry and protection D Horizontal exits/exit passageways 0-Uuminatjon of exits D Exit -signs D Emergency lighting O Enclosures O Handrails D Guardrails D Ramps D Early warning systems schematic D Smoke control systems schematic D Stair pressurization systems schematic O Extinguishing requirements O Areas of rescue assistance Accessibility Building: O Door sizes, hardware schedule Vertical acces§"ity Effective: Augst•l, 2017 Page 4 of 7 Accessible route dimensions Ek Maneuvering clearances Hi->lo drinking. fountain 01 Equipment -clear floor spacefreach ranges Areas of rescue assistance Signage ATM machines Accessibility Restrooms/Bathrooms: 0 Turning radius Regubed floor space for fixtures CD Fixture and equipment mounting dimensions Adaptability Accessible requirements for special occupancies in addition to general requirements will also be reviewed. PLUMBING PLAN Plumbing plans submitted Piping material's Piping supports Determine minimum plumbing fixtures required based on occupant load calculated per FBC 1004 Water distribution diagram Water hammer arrestors Plumbing drain, waste and vent riser diagram 0 Grease.wW detail 13 Grease.trap Health Dept. report on existing Interceptors Roof drains/calculations for flat roofs Backflow prevention Medical gas Oxygen systems Environmental requirements Water Heaters: T & P drain Air gap Pan drain Thermal expansion device Heat.traps Mounting platform GAS TLAN Type of gas O Gas pressure O Appliances schedule and BTU's Chimneys and Vents O Combustion air D LP tank si2e_and focaoiba (above. oy below gyadle) 0 Protection requirements Gas Riser Diagram: Pipe type Pipe .sizing Effective: August 1, 20f7 Page 5 of 7 0 Total developed length Q Segment lengths 0 Appkiance locations 0 Shut -offs valves MECHANICAL PLAN O Mechanical plans submitted 0 Energy calculations 0 Duct systems and sizing 0 Duct work clearances -at rinechanical room 4" minimum) 0 I' Duct.ssupports 0 'Means for balancing HVAC system D Diffusers (size and direction) O CFM requirements O Ventilation O Combustion air 0 Outdoor air calculations 0 Balancedt,return air 0 Make-up air 0 Equipment location and working clearances ( 30" wide by 36" deep, 6' high minimum) D Condensate piping and disposal 0 Required platforms and catwalks 0 ,Roof mounted equipment (including equipment and curb anchorage) 3 Details and specifications 0 Equipment siii•ng calculations 0 Equipment specifications O Joint sealing methods and product specification D Air balance table O Rated penetrations - fire damper details and manufacturer's installation instructions 0 Means for automatic fan shutdown O Kitchen hood, duct plans, fire suppression and specifications O Bathroom. exhaust systems O Special exhaust systems O Chimneys, fireplaces and vents O Other appliances D Boilers 10 .Refrigeration D Bathroom ventilation O Uboratory ELECTRICAL PLAN O Maximum available fault current at service O AIC rating of equipment O Voltage and phase of electrical system D Load calculation O Electrical service riser diagram indicating, overcurrent protection sizes, conductor an&condiuk 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) O Transformer sizes and types if used 0 Panel schedules and ratings 0 Power plan O Panel locations and wodcing crlearances Effective: August 1, 7t117 Page 6 of 7 Lighting plan O Device legend O' Witting methods and`materials O Feeders and branch. circuits, conduit sizes and: types O Grounding conductors O Exit lights D Emergency lighting O Egress lighting 0 Signage -and disconnecting means location 0 Cenerawr type:. emergency or standby O Remote annunciation O Load shed (if necessary) D Required receptacle outlets O GFCI's O Equipment O Special occupancies D Emergency systems a CoRnMUni-cation systems O Low voltage FIRE PROTECTIONNIRE SUPPRESSION PLAN 0 Early warning smoke evacuation and control O Sprinklerdmign criterion (separate permit required) O fire alarm design criterion (separatelpermit required) O Pre e<mgineered .systems Riser diagram O Standpipes These guidelines were compiled to assist the applicant in preparing a new commercial permit/plan submittal and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Please be aware that a separate permit is required for any, fore sprinkler system and fire alarm spslem. All site related signs, fences, hardscape features, guardlhand rails, free standing walls, relainb?g walls, canopies, accessory structures, site electrical and lighting, satellite dishes, dumpster enclosures, irrigation systems, lift stations, and any demolition of structures. Effective:.Arugusl.l,. 2017 page 7 af7 R`( ,9 11" ds p41C`CVS1t1 .. C1R1Un ? O.ty K GRANT MALOY, SEMINOLE COUNTYER This Instrument prepared by: c,Eel _ OE O \ CLERK. OF CIRCUIT COURT 6 COMPTROLLER Name-JennilerTaylor 8K, 9062 P9s 1793-1797 (79s) Address: 1200 Red Cleveland Blvd. 13V CLERK'S : 2018008198 Sanford, Fl 32773 pgte RECORDED 01/23/2018 01:03:16 PM RECORDING FEES $44.00 NOTICE OF COMMENCEMENT RECORDED BY tsmith Permit No. Parcel ID: 05203130000100000 State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: (legal description of the property and street address if available) Orlando Sanford International Airport 1200 Red Cleveland Boulevard, Sanford, FL 32773 General description of improvement: Key Control Conversion Project Owner: a. Name and address: Sanford Airport Authority, 1200 Red Cleveland Blvd. Sanford, FL 32773 Contractor: Name and address: Miller Electric Company, P.O. Box 1799, Jacksonville, Florida 32201 Phone Number: 904-388- 8000 Surety: Name and address: Travelers Casualty and Surety Company of America, One Tower Square, Hartford, CT 06183 Phone Number: 800-842- 8496 b. Amount of bond : $ 486,597.28 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)( a)7., Florida Statutes: Name and address: Diane Crews, Sanford Airport Authority, 1200 Red Cleveland Blvd, Sanford, FL 32773 Phone Number: 407-5854002 Fax: 407-5854045 In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(I) ( b), Florida Statutes: Name and address: Kenneth Wright, Shutts & Bowen LLP Phone Number: (407) 423- 3200 Fax: (407) 425-8316 Expiration date of notice of commencement (the expiration date is 1 year from the 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. of OvAer or Owner' s Owners Printed Name The foregoing instrument was acknowledged before me this 181h day of January 2018 by Jennifer Taylor (name of person). Who is personally known to me r/ OR who has produced identification _type of identification produced r/V/1, a , NRV VASignature of Notary Public, State of Florida tt:.. LORIA. HUNT MY COMMISS10N O GG 0d90d0 EXPIRES: February 7.2021 oc Bonded R.ru Notary Public UnderNrtas all 12. JUL 10 20i7 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION i t,z 1.a1 Application No: - o C6 Documented Construction Value: $ ?/ to Job Address: 97 W , Pn C6_ Bt- l> • ` L - Historic District: Yes No vU Parcel ID: t d - `%X — Residential Commercial NJ Type of Work: New Addition Altera`tiAo'n Repair Demo Change of Use Move El Description of Work: to. 5vn CIF VVMg41ld!;A rararannnre=-r--"% Plan Review Contact Person:,-,? gn&ez 6 U,,a6t a Title: ii&'j6;,,G,y` r o, r- 6/o, Phone % f2 5 5 Fax:j`_JZ7-, r-Sv °r Email i ,l _ ')(o OuF(cy)lr .0 txk/ Property Owner Information Name JQ2A er Mlvl Street: Zz- I A01 All 11 . City, State Zip: 1'o N frri,UoDP 3Z ^'T`t`y Phone: Resident of property? Contractor Information 651VA!11?ru. lam- 50SNamelrylLPhone: Street: i` J Ulhfu_3 Fax: 4jzl' 'Itl City, State Zip:N&U&C 7'Z O State License No,!&c Archite t/Engineer Information , Name:C-O'S1'i ' TUC ji& 'l{-5 - Phone: l z — -102— 4 SS OStreet: Fax: City, St, Zip: 3 E-mail: r—t e incer Bonding Company: N 1 A Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r Ito 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. 7-O.7 / 7GP o Signature of Owner/Agent Date Signature of Contractor/Agent D e 4finnt' s ae P int Contractor/Agent'stor/Agent's Name 1z Notary - State ofFlorida Signature ofNotary-State ofFlorida LYNSS ON I ER FF isy'4 Ci`rO M7Ct),1tMISSIlN1 / FF 856280 EXPIRES: April 6, 2020 F ' qr Bonded Thru Notary PU* Undareiten; i3 ze"8 a iOwner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application L.oce,L o r a a"c.,., 9-u- c j 06 DATE: D BUSINESS/PROJECT NAME: ADDRESS: P le -A s Qa sv Imo,, CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES 1 63 PHONE: 407.688.5052 FAX: 407.688.5051 c Yr A4;AL- PERMIT NUMBER: I r7 ?,o,5-1 U, • A. CONTACT NAME: Ayar FAQ( PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Mh 1 Application No: r7-" OC6 I Documented Construction Value: S f 10 Job Address: Historic District: Yes No L J Parcel ID: — d " 4%A - Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: (7 cj Ids s LJL Plan Review Contact Person:/ A&& T eaeOz ae Title: j,y7` 0,r)6, Phone% ZV1 54(¢5 Fax:( &)7Z7,, rtSy i Email. lft 7 _ ' 2 ). dO U)IC .0 o'Al Property Owner Information Name J02A T klomlvi Street: U-11 11 D I LE ( . City, State Zip: IUD h Sri yoy fL 32-714 —407 Phone: Resident of property? r Contractor Information Name lOryl S R-v1 L Phone: Street: iqK vtn Ugi,6i-3 Fax: 1' 12 City, State Zip: Rio State License Nowto /; Archite t/Engineer Information Oj, Name: C-y'S1`i l p, (ri, z C., t - Phone: / u 302— Z3 i ?j Street: * g 7 AvDa 6Q!iS R_ . Fax: City, St, Zip: E-mail: r—tenAineertnq AM ol Bonding Company: N 1P, Mortgage Lender: Address: Address: WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date-. 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 compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent D e t ,_,e / G,4,0,Z4 , &= "adz. P bt Contractor/Agent's Name t C Signature of Notary -State of Florida LYNDAGUMR MY COMMISSION f FF OW80 EXPIRES: Ap(d S. 2020hOBonded 'Big Notary Public Under4ele Owner/Agent is Personally Known to Me or Contractor/Agent is _ Produced ID Type of ID Produced ID M'FR,Q, ho/ 1p/ .rof Personally Known to Me or Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: i I 7 FIRE: BUILDING: Revised: June 30, 2015 Permit Application J City of Sanford Commercial Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address J and complete parcel I.D. number. 6a Copy of a contract, signed by the contractor and property owner, indicating the documented construction value w( Copy of the contractor's license issued by the State of Florida (if contractor is applicant). 1 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. b0 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). ON/Ar 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). O 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. IV 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 Two (2) sets signed and sealed floor and roof truss engineering. Completed and signed Statewide Product Approval Specification Form. 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. Three (3) sets of completed and signed energy calculations (signed/sealed if required by Florida Statute or code). 001A State of Florida Division of Hotel and Restaurant approval (if applicable). ON Florida Department of Environmental Protection Notice of Asbestos Renovation or Demolition (if applicable). Old 1R State of Florida Notification on Gas Tanks (if applicable). Opip 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) 91 All parking and accessible routes d Accessible parking space(s) and signage details 99 Accessible entrances S( Accessible ramps, handrails, guardrails, curb cuts and details V All required building exits accessible (not less than 60% if all are not required exits) Igr Areas of rescue assistance Accessible signage Revised: February 2016 Page I of 7 Commercial Permit Application Guidelines Fire access CAI Vehicle loading Driving/turning radius Fire hydrant/water supply/post indicator valve (PIV) 0/ Location of septic systems (if applicable) BY Setbacks/fire separation (assumed property lines) 9 Utility lines (water, sewer, irrigation C( Meters and backflow devices BUILDING PLAN Qr Construction documents shall indicate code edition being applied Page size minimum I I" x 17" f Plans to minimum 1/41' scale All pages numbered and labeled G7 Plans signed/sealed and dated by a Florida Design Professional as applicable Designer information: name, address, registration # on all pages 0/ Reference the currently adopted code editions 9 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 ON Or Threshold Inspection Plan (for threshold buildings) e All areas dimensioned and use noted OW Io` Corridors O plA Shafts and elevator hoistways Oy IA Stair location/guardrails/handrails Partition denotations and schedule Door locations, sizes, door and hardware schedule Window locations, sizes and schedule O Nip Tempered glass locations O Olt Attic ventilation and access O Of A Air barrier requirements Interior finish ratings and schedule Light and ventilation 1 Sanitation O N11% Elevators O NI A Escalators O jJ Lifts N/ Roof coverings Construction type design criteria: 19 Type of construction denoted (per table 503) Occupancy group classification denoted for building and rooms/areas Gross square footage — Net square footage calculations Revised: February 2016 Page 2 of 7 Commercial Permit Application Guidelines Z Building height O ,N 1b Percentage of exterior openings calculations O P lA Classification of hazard of contents (if applicable) Structural Design Criteria: 2' Ultimate design wind speed (Vult) LEI Nominal design wind speed (Vasd) IV Risk category V Exposure category 9r Enclosure classification Internal pressure coefficient 1 Component and cladding design wind pressures in terms of psf O Structural Calculations, if necessary 001, Floor loads — psf O IJA Stair loads — psf S/ Roof loads — psf O 01b3 Balcony loads — psf O i p% Corridor loads — psf O /A Storage loads — psf Materials to be reviewed shall at a minimum include the following: 3f Wood / grade — species V Steel / type - grade ONIk Aluminum V Concrete O tJb Plastic q/ Glass Masonry Gypsum board and plaster 6/ Insulating (mechanical) E Roofing 1 Insulation O Alternate materials Structural: VIA Signed and sealed soil report with a positive conclusion required Compaction requirements f Foundation locations, dimensions and depth specified 9? Foundation denotations, schedules and details V Reinforcing steel, amount, size, grade, spacing, and lap specified Footing dowel locations W Maximum filled cell spacing ON'A Embedment's 51 Slab thickness and reinforcement i7l Vapor barrier FJ Termite protection ON Pr Relieving arch steel details at pipe penetrations O JJI/ Brick ledge detail including flashing and weep hole size and spacing Building materials used Lintel locations, denotations and schedule OPIA Exterior and interior structural wall sections 4 Columns Revised: February 2016 Page 3 of 7 Commercial Permit Application Guidelines D yJIP Tie beams Structural steel size, type, connections Sr Framing details and fastening D 01ALoad path connectors D VkFloor deck and fasteningRlWallsheathingandfastening lge' Roof deck and fastening D P(PeStair construction t1 Window and door details, including design pressure of openings W Fastening details for windows and doors, (type, length, and quantity) 0/ Exterior mounted mechanical units fastening methods to meet wind load D Roof and floor framing, truss layout, connector schedule Fire Protection Requirements: D ( Fire separation requirements for corridors, elevators, stairways, floors & shafts DN A, Occupancy separation requirements D Ps Tenant separation requirements 00 Fire resistant protection details for type of construction DN Rated requirements for walls, floor -ceiling and roof -ceiling assemblies D Design numbers and details for all rated assemblies D jJ Design numbers and details for all rated penetrations D Rated door and hardware schedules DN Fire blocking and draft stopping 0,1 Calculated fire resistance Interior finishes (flame spread/smoke development) Li Safety: Occupant load calculations and egress capacities D J JA Special occupancy requirements V Egress plan 1 Number of exits ZI Capacity of exits Arrangement of exits Travel distance to exits/common path of travel DN%A Stairs construction/geometry and protection 0 tc Horizontal exits/exit passageways Illumination of exits Exit signs N7 Emergency lighting D Enclosures D Handrails O N ,. Guardrails D Ramps 0.. Jp Early warning systems schematic YJ liSmoke control systems schematic Stair pressurization systems schematic Extinguishing requirements D .Areas of rescue assistance Ve ssibility Building: Door sizes, hardware schedule 01)1& Vertical accessibility Revised: February 2016 Page 4 of 7 Commercial Permit Application Guidelines S2( Accessible route dimensions L9 Maneuvering clearances Hi-Lo drinking fountain q Equipment clear floor space/reach ranges I Areas of rescue assistance C Signage O 01A ATM machines AWessibility Restrooms/Bathrooms: Turning radius Required floor space for fixtures Fixture and equipment mounting dimensions O In Adaptability Accessible requirements for special occupancies in addition to general requirements will also be reviewed. PLUMBING PLAN S1 Plumbing plans submitted Y Piping materials r Piping supports Determine minimum plumbing fixtures required based on occupant load calculated per FBC 1004 i Water distribution diagram Water hammer arrestors C 7! Plumbing drain, waste and vent riser diagram ON A Grease trap detail 011A Grease trap Health Dept. report on existing O is Interceptors 4A Roof drains/calculations for flat roofs Backflow prevention O N/pc Medical gas 01071 Oxygen systems O N'A Environmental requirements Water Heaters: 0011 T & P drain Ou A Air gap OJ Pan drain O N` Thermal expansion device O 01A Heat traps O 14 f AMounting platform GAS PLAN ON Type of gas O p P Gas pressure O k Appliances schedule and BTU's O Chimneys and Vents O Combustion air O 10) A LP tank size and location (above or below grade) O Protection requirements Gas Riser Diagram: O 0 Pipe type Op A Pipe sizing Revis d: February 2016 Page 5 of 7 Commercial Permit Application Guidelines O N Total developed length O p ps Segment lengths O tJ k Appliance locations O o Shut -offs valves MECHANICAL PLAN ipr Mechanical plans submitted V Energy calculations O 1J Duct systems and sizing O rp, Duct work clearances at mechanical room (4" minimum) O j, Duct supports C{ Means for balancing HVAC system Diffusers (size and direction) V CFM requirements V Ventilation ONIA Combustion air Qd Outdoor air calculations id Balanced return air Make-up air 19' Equipment location and working clearances ( 30" wide by 36" deep, 6' high minimum) Condensate piping and disposal O P JARequired platforms and catwalks YfAO N 1 Roof mounted equipment (including equipment and curb anchorage) IN Details and specifications E Equipment sizing calculations Equipment specifications O fJIA Joint sealing methods and product specification 317 Air balance table O IJ 0C Rated penetrations - fire damper details and manufacturer's installation instructions ONIAMeans for automatic fan shutdown O IIK Kitchen hood, duct plans, fire suppression and specifications eBathroomexhaustsystemsO gA Special exhaust systems O N Chimneys, fireplaces and vents O I Other appliances ON Boilers Refrigeration Bathroom ventilation O NIA Laboratory ELECTRICAL PLAN Maximum available fault current at service AIC rating of equipment Voltage and phase of electrical system 1 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) 14 Transformer sizes and types if used Panel schedules and ratings Power plan W Panel locations and working clearances Revised: February 2016 Page 6 of 7 Commercial Permit Application Guidelines d Lighting plan S/ Device legend 1;( Wiring methods and materials C Feeders and branch circuits, conduit sizes and types I Grounding conductors I Exit lights fr Emergency lighting Egress lighting Signage and disconnecting means location O g Generator type: emergency or standby D #J .k Remote annunciation O )c Load shed (if necessary) Required receptacle outlets GFCI's O A Equipment ON Special occupancies O Al Emergency systems O it Communication systems 1 I)k Low voltage O N l Early warning smoke evacuation and control O 0 k Sprinkler design criterion (separate permit required) or) or Fire alarm design criterion (separate permit required) O Pre-engineered systems O /IA Riser diagram O N /jk Standpipes These guidelines were compiled to assist the applicant in preparing a new commercial permit/plan submittal and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Please be aware 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, free standing walls, 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 Permit No.: Tax Folio/Parcel Identification No. 26-19.30-SAE-720E-0010 Prepared By and Return To: JOHN A. TAYLOR, ESQ. 1PFassett, Anthony & Taylor, PA. 1325 W. Colonial Drive Orlando, Florida 32804 6096-4481(kc) NOTICE OF COMMENCEMENT GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 9010 P9s 634-635 (2P9s) CLERK'S A 2017106121 RECORDED 10/1?/20L7 03:32:38 PM RECORDING FEES $18.50 RECORDED BY hdevore STATE OF FLORIDA COUNTY OF SEMINOLE The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property and street address if available): SEE EXHIBIT 'W ATTACHED HERETO (a/k/a 2598 W. Airport Blvd., Sanford, FL 32771) 2. General description of Improvement: WAREHOUSES 3. Owner information or Lessee information if the Lessee contracted for the Improvement: Name: JOSEPH T. YAMIN, a/k/a JOSEPH THOMAS YAMIN Address: 2600 W. Alrpo d., Sanford, FL 32772 Interest In property: FEE ol e oNameandaddressoffeesltlder (If different from Owner listed above): Name Address 4. Contractor. TOM DAVIS CONSTRU , r@ I Telephone Number: 321-724-5445 Address: $15 Distribution Drive, Mel FL 32904 S. Surety: (if applicable, a copy of the payment bon8 att hed): Name Telephone Number Address Amount of Bond $ 6. Lender: Name: REGIONS BANK, Attn: Business Banking De Telephone Number: 407-246-990D Address: ili N. Orange Avenue, Suite 1595, Orlando, FL 1 7. Persons within the State of Florida designated by Owner upon whom notes or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. `_ Name: REGIONS BANK, Attn: Business Banking Dept. % Len phone Number: 407-246-890D Address 221 N. Orange Avenue, Suite 1SB5, Orlando, FL 32801 B. In addition to himself or herself, Owner designates of to receive a copy al.tas provided in Section 713.13(1)(b), Florida Statutes. Name: Tel Address: 9. Expiration date of notice of commencement (the expiration date may not be before ipletion of construction and final payment to the contractor, but will be one (1) year from the date of recording unless a different date is s" ed1WA WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF%OjftNCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR ICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. JOSEPH THOMAS Y IN T. YAMIN, a/k/a JOSEPH THOMAS Signature of Notary Public) (Print, Type, or Stamp Commissioned Name of Notary Public) Personally Known _ OR Produced Identification tX 4e Nary Public State of F+.arias Type of Identification Produced: drivels license Deborah M HendeFtM My Commission FF 207206 a r Expires o3I0E12019 Book9010/ Page634 CFN#2017106121 Page 1 of 2 I City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLA REVIEW CO Date: July 18, 2017 Pro'e : Storage Warehouse Contact Person: Robert Glover Job ddress: 2598 W. Airport Blvd. Contact Phone Number: plication Number: 17-2051 Contact E-mail: tdctbob@outlook.com Aontact Fax Number: WI ARCHITECTURAL Submit two sets of Florida Product Appro al r Miami Dade County Notice of Acceptance for all ex for doors, windows, storefronts, wall to ers, all and roof panels. 4ierbmit copy of contract. Need this to v rify cost metal building as our ICC tables indicate a cost than your construction value. STRUCTURAL , 1.Alwo sets of manufactures shop dra ngs for metal build g required. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. No comment. 10 Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner Tom -Davis Construction, 4nc. 515:Distnbution: Drive, Melbourne, FL 32904. 321) 724-5445 o 321) 727-8509f Email: tdcibob outlook.com State Cert.: CGC042110 October 13, 2017 City of Sanford Building Division P.O. Box 1788 Sanford, FL 32'N1 Attention: Joy Deen, Plans Examiner Re: 17-2051 (Warehouse A) Concerning the comments dated October 4, 2017,,please note the following: STRUCTURAL 1. -Two; (2) copies {of.the•.metal •building drawings were previously provided. ELECTRICAL 1, 2, and 3: Electrical drawings were Revised and corrected, reviewed with the Electrical reviewer and submitted on. October 11.2017. We hope the above is sufficient for approval of the permit. obert Glover Owz_ Tom Davis Construction, Inc. City. of Samford BLilding Division R.D. Box 1788. Sanford, Florida. 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: October 4, 2017 Project: Warehouse Contact Person: Robert °Glover lob Address: 2598 W. Airport Blvd. Contact Phone Number: Application Number: 17-2051 Contact E-mail: tdcibob@,outlook.com Contact Fax Number: ARCHITECTURAL 1. No comment. STRUCTURAL 1. Submit two sets of manufactures shop drawing for metal building. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. Sheet E-2. Riser diagram. Service Riser conductors not sufficient for 300 amp load. 2. Sheet E-2. No grounding connections to, concrete encased electrodes, ('-Tooter rebar•)• Section 2W66- NEC. 3. Submit two, sets of revised sheets E-2. Please direct any questionsyouu may have.to Joy.Deen at 407.688.5064 or fax to 407.688.5152. You•may-.alsooontact me by-e-maiI-at foty.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner Job Address Parcel ID: 'W Type of Work: New Description of Work: Vir l r.*k j JUL 10 2017 2L DG CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ` ` ]- OC6 1 / Documented Construction Value: $ If W 44 10 !/ A G Historic District: Yes No Residential Commercial Addition Alteration Repair Demo Change of Use Move Plan Review Contact Person:/,Lz 66zlae Title: //J C,y7` o eo, Phone % I Fax:(7ZZ^ S150 Email -.'Mir T_ + _ tc OUI-tuY , C 0. Property Owner Information , 1 D Name I Phone: _ Street: o(=;' 9,LL- Resident of property? City, State Zip: Lon -wove 3Z'l'1Q -407 me,% n Contractor Information Name b14 C Phone: Street: l`JU, Fax: City, State Zip: State License Not- 6r,'O"tto Name: LVI'* 0 Street: * 13S City, St, Zip: Bonding Company Address: Arc hite t/Engineer Information Frt 4 (AA+4YiC.- Phone: Fax: E- mail: r-t enAlneer'Inq C, -1''G N 1 A Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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: 516 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application OR NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual 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 ap licable laws regulating construction and zoning. 7- Oyp- / - Signature of Owner/Agent Date , Print gent's ame Signature 49 Notary -State of Florida Date LYNDA GUNTER MY COMMISSION f FF W60 H EXPIRES: April 6, 2020 R j l r Bonded TNu Not" Public Under.Meta Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent dej Dgg* = C9Lvigl . _ P tnt Contractor/Agent's Name I Signature of Notary -State of Florida byF QR/ E pN oM C, F Contractor/Agent is k Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Q`-Electrical [ '- Mechanical Q PlumbingQ'Gas Roof Construction Type: e2 Q Occupancy Use: .rr7o ttFlood Zone: - H+ x Total Sq Ft of Bldg: /o, _fr A4i*. Occupancy Load: Jjo- # of Stories: o NT New Construction: Electric - # of Amps ,2rrp Plumbing - # of Fixtures y Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised. June 30, 2015 Permit Application r ; 1. AGREEMENT BETWEEN OWNER AND DESIGN-BUILDIER 1. Date of Agreement: June 9, 2017 2. Parties: 2a. Owner: 2b. Design -Build Contractor: Joseph T. Yamin 222 Nob Hill Circle Longwood, FL 32779-4437 Tom Davis Construction, Inc. CGC042110 515 Distribution Dr. Melbourne, FL 32904 321) 724-5445 phone 321) 727-8509 fax tdcibob@outlook.com 3. Project: 10,500 sf Building for Joe Yamin 2598 W. Airport Blvd. Sanford, FL 32771 4. Scope Of Work: Design -build a 75' wide x 140' long, clear span, Single Slope pre-engineered steel. building with low side eave height at 18'. Building to be open 8' high for masonry. Roof to be 26 gage galvalume PBR screw down roo heets. Walls to be 26 gage steel sheets, standard color. Building will have two (2) 14' wide ?' high, chain operated, roll -up doors. In the front wall. Included are three (3) 48" exhaust fans with louvers, and three (3) personnel doors. Roof and sheeted walls to be insulated with 3" vinyl faced insulation. Building will include one (1) office and one (1) toilet. Sitework to include: Site improvements in accordance with the Civil Plans by Robb & Taylor Engineering Solutions 5. Contract Sum: The above to be completed for the sum of Four Hundred Twenty Eight Four Hundred Thirty Four and 00/100 dollaj, 4 Iffi= 1 lbws: 6. Documents: a. Architectural Plans entitled "10,500 sf Building for Joe Yamin" identified as project number. 17-486 dated 1 May 2017 consisting of Sheets: C Cover, A-1 Floor Plan, A-2 Elevations, A-3 Enlarged Toilet/Reflected Ceiling Elan,' A-4 Storage Plan, S-1 Foundation Plan, S-2 Wind Data, M-1 HVAC Plan, P-1 Plumbing Plan, and E-1 Electrical Plan, all dated 1 May 2017. (Attachment "A") b. Civil Plans entitled "Yamin Property 10,500 sf Warehouse". Identified as Project Number 17- 010 (Attachment `B") 7. Contract Time. Project will be completed within 120 calendar days following receipt of the necessary permits. 01 4 8. Payments: a. Progress Payments: Owner shall make payments to the Contractor, monthly, as follows: Contractor to present requests for payment to the Owner for payment 10 days thereafter. b. Final payment to be made by Owner to the Contractor within 15 days after receipt of final billing. c. Special requests for payment will be submitted for: 1) Metal Building Deposit (due at the time the building is ordered), and 2) Balance for the Metal Building, (due at the time of delivery). 9. Conditions: a. Allowances: The following allowances are included in the Contract Sum: Surveys $3,000.00 Permits $5,000.00 Landscaping $5,000.00 b. Exclusions 1. Any additional requirements by the Governing Authorities, not addressed here 2. Anything not specifically shown or mentioned in this agreement. 3. Impact fees 10. Changes: The Scope of Work can be modified by either the Owner or the Contractor by a Change Order to this agreement. 11. Disputes: If the parties cannot resolve any dispute that might arise during the course of construction, then the matter will be resolved by Arbitration. 12. Insurance: a. The Contractor will be responsible to provide to the Owner, copies of current Certificates of General Liability and Workers Compensation Insurance coverage. b. The Owner will be responsible to provide a Builder's All Risk policy to protect the completed work from natural disaster or fire. Owner: Signature Joseph T. Yamin Contractor: ignature Tom K.'Davis F LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: V I hereby name and appoint: an agent of: (VvqIms IAYI, Gt, 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): The specific' Ryrmit and application for v street Expiration Date for This Limited Power of Attorney: License Holder Name: "Z &- C-4ivz State License Number: C61 c 64!u o Signature of License Holder: STATE OF FLO IDA COUNTY OF 1 VAZ-.1j at: 12y fL- 3211`11 The for going in u me"nt was nowledged before me this 4day oY, 20Q , by iP L' b VOL who isv personally known to me or o who has produced as identification and who did (did not) take an oath. 1 . 0-1 Signature ERg Notary Seal)o° J674310Printortypename r -? Ole Notary Public - State of (O rt Commission No. My Commission Expires: Rev. 08.12) Job Address: Parcel ID: Type of Work: Description of Work: 10 Documented Construction JUL 1 Q 2017 () _L CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I r7- o Qs l Value: $ ?/a, 10 Historic District: Yes U No Lv Residential Commercial V Demo Change of Use Move Plan Review Contact Person: eaev/'ram Title: Phone 92 Lf t SI,C rtS Fax:(_111) ]Z 7,, iYSo i Email: ' e i T_ a)QGv)0UF- (C.-)/< j Property Owner Information Name J h Street: Uz- 1 D! 9ILL f', City, State Zip: L N & iyooy 407 Phone: Resident of property? -. 6511a.14 Contractor Information Name bM L ` Phone: Street: l` j U,i'1,V--z1 Fax: City, State Zip: State License No-6/ Dew Na Street: City, S Bonding Company: Address: ngineer Information 2 WnS t,Phone: u — 3oZ-- 231 7 Fax: E-mail: i-t enAineer i q tj 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, beaters, 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: 51b 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. 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 ap licable laws regulating construction and zoning. O.7 / -7 q6A,,y,?_l t Signature of Owner/Agent / Date Signature of Contrecctoorr/`Agent q MA Xj LYNDAGUM MY COWSSION f FF t156280 EXPIRES: AptA 6,2D2D Sonded ThN Notaq Pulk Undenofteu Owner/Agent is Personally Known to Me or Produced ID Type of ID P int Contractor/Agent's Name Signature of Notary -State of Florida Contractor/Agent is Produced ID gzzt c oti R Ff 6O Personally Known to Me or 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: 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: ! 9-?7 WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application JL00141 Job Address:Q2_1t? Parcel ID: '1qA Type of Work: New Description of Work: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 d1 bo Documented Construction Value: S 3' o oo. K Historic District: Yes El No Residential Commercial V Change of Use %Move Plan Review Contact Person: 2 1 ry l5 Vg L Title: ,,yus Phone: 'l' Y 'L:'.7 Fax: JZ 1 ?i7' %tbr1 Email: 6 6 4/v Dtry b Property Owner Information Name c X;7 Street: City, State Zip: Name ^,0 1; Street: 6K City, State Zip: M0AbR_t! _ Street: " V> I City, St, Zip: k Bonding Company: Address: Phone: RV1 Resident of -property? 41 Information Phone: zt- -Iyt - 540 Fax: *- -7V1- 0,3Mi State License No.: 666-64Z110 Arch itect/ Eng 1 neer Information q 9& 451( 4b w+ S Phone: 307 [J j 13 Fax: E- mail: Y4 "it, hte tnq,GFi •rl: % 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 1053 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 or the current ICC Valuation Table in effect at the time the permit is 'issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent bate Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 40"ga yae, Print Contractor/Agent's Name y1.1 CaL,4_ - Signature of Notary -State of Florida a TERRIE CARLSONrMYCOMMISSION0FF167130Contractor/ Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: - Building Electrical[] Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes - No[] APPROVALS: ZONING: UTILITIES: .. ZTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application DATE: I- (V -1 9 BUSINESS/PROJEr"T "'"""Ir. r ADDRESS: C CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PERMIT NUMBER: PLAN REVIEW INFORMATION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 S yyS 114 STRUCTION [ ]C/O [ ] FIRE ALARM [ J FIRE SPRINKLER [ J HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES TOTAL FEES: ar, Job Address: Parcel ID: Type of Work: Description of Work: CITY OF SANFORD r w+. _ s'R.`': BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J 1- 90 ocu enemdConstructionValue: S 33oAbo. D khtmk No IfHistoricDistrict: Yes Residential Commercial I Chanee of Use %Move Plan Review Contact Person: U%l t5 LD VVt.L Title: Phone:,/q' 1 v1-5gaS Fax: JZi ' 11i1- %Ybq Email: G, 1 Property Owner Information Name c.JUI7 Street: City, State Zip: Namet Street: City, State Zip: M MDRgLIC- K" 37A vq 1 Address: 4 A nl ltnni/Cn..:nes. II Igo Phone: `307,- y71/; 6 Phone: Resident of property? r Information t z/ Phone: u Iyt 540 G Fax: *- Im —Q"01 State License No.: 666-ogzl i o Fax: E- mail: Y' htery •W. tri tgage 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. TBC 1053 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 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. 5"V9.1 % Ul Signature of Owner/Agent Date Signature of Contractor/Agent ate Print Owner/Agent's Name Signature of Notary -State of Florida Date Print Contractor/Agent's Name Signature of Notary -State of Florida TERRIE CARLSON MY COMMISSION C FF167430 EXPIRES: Deeanbc 13, 2018 Owner/Agent is Personalty Known to Me or Contractor/Agent is V Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Q Plumbing GasO Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Revision Response to Comments E 0) pq 1 Permit # J,Submittal Date Project Address: Z V LAI t " Contact: V*% W. - Ph: S74 -544S Email• Cat bAox t 0Aq Trades encompassed in revision: Building Plumbing Electrical Mechanical Q—L-ife Safety Waste Water Department City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov ql" FWV? Fax: 3u - I ZI A l2l l- 14"VO(A St- L, A u General description of revision: 1z ROUTING INFORMATION Approvals Utilities Waste Water Planning k11 Engineering Fire Prevention Building SEP 2 9 20V Via) Tom Davis Construction, Inc. 515 Distribution Drive on date Melbourne, FL 32904 321) 724-5445 pgs Fax to: (321) 727-8509 FAX State Cert. No. CGCO42110 Email tdcibob@outlook.com TRANSMITTAL TO: Date: U L lJ 11 • Re: Attention: Message: KO WPi tC ZS, V • i Qor g l.a . 5 32,1 RfAlse IP o (Z) k,+1 01 Job Address: Parcel ID: Type of Work: Description of Work: 1p AjXjU!. i 20i7 ^ .' Q r ' ' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: d to Documented Construction Value: Historic District: Yes No Uv Residential Commercial Pr Repair Demo Change of Use Move Plan Review Contact Person: o&FQT Title: /.o,v ox_- o, Phone gJ Z2`/ 5g'/5 Fax:(_zZ Email: 7 7N (" , l ,, 0 . UI- ((C , C o, Al Property Owner Information Name JQ2A I— qPMlV) Street: Uz- 4-.7 'qlu . (!i 2,. City, State Zip: L'o nw oy fl- 3Z "407 Phone: Resident of property? : 3 Contractor Information 65*24Namelryl. L Phone: Street: l j 41+w-a Fax: City, State Zip: Flo State License No. T Archite t/Engineer Information Name:C V% ' QEfi. 5 (- Phone: I) u IOZ- 23 t 3 4 gS o ` Street: Fax: City, St, Zip: J E-mail: r-ten lnegr i -'M (. tj Bonding Company: _ N 1 A Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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 ap licable laws regulating construction and zoning. 7-0.7 / % &",*v Signature of Owner/Agent Date Signature of Contractor/Agent D e Oell eE. a* __ P int Contractor/A(gent's Name 1 e V \r cl..Yl' Signature of Notary -State of Florida f W"siy LYNDAGUNM a 44o EXPIRES: bTx U 1 Ia818 Owner/Agent is Personally Known to Me or Contractor/Agent is _ Produced ID Type of ID Produced ID MTFr top'oMM FC s• 8 Personally Known to Me or Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No ZONING. .2,I UTILITIES: WASTE WATER: ENGINEERING: ekollv FIRE: BUILDING: I [ Q_ Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:1 Documented Construction Value: S 2-3.9-7 0. 0 () Job Address: qSj} A1 t9 Y.or i- bled 3Z l I Historic District: Yes NoParcelJD: Residential CommercialTypeofWork: New Addition Alteration Repair P P Demo Change of Use ElyViove Description of Work: C,n n S+ts. .-: _ r .In Plan Review Contact Person: d GYV III1 OOIL. Phone:3Z1- 1 -_ Title: IStri t• M YOOS7Fax: $Q$ - T9S--1 L1-I Email: m . :.00kC SAS S-PI r Property Owner Information Name OSf- i-N T. 1fQm'I- Phone: Street:222 nob h'lll City, State ZipResident of property? : Longwood L 3Zl g Contractor Information Name YPrY1'i t'__ r -I'r j C.a. S 0 c.I ti 01 S Phone: 18 1- ` t o S-1 Z-1- Street: }. w y # Fax: _ 5? s S_ — 7 217 City, State Zip: 14-}- F L 32.7 S 7 State License No.: E('- 130 OL9q- Arch itect/Engineer Information Name: O Tu or Street: IUf_ Phone:321 - OZ- Z313 y i"(',c Pl'1 LAk.,S 171 City, St, zip: a Fax: 3Z93L4 E-mail: - 1-; ng t Cfl.rr.c.ar, Bonding Company: 1 V 1 ol- Address: Mortgage Lender: A- Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 Applicalion NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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 ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date ee 12-119II Signature of Contractor/Agent Date I" 1,10n of F 1 ICI.1 h+f—y +0 rn Print t tor/A is Name P.A4AU/D Signature of r Notary Public State or Florida Naomi Aviles W.0) My COMM11151011 MM021 31883 Owner/ Agent is Personally Known to Me or Contractor/Agent is Personall Known to Me or Produced ID Type of ID Produced ID :, - Type of ID L . 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: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application PREMIER ELECTRICAL SOLUTIONS P.O. Box 1389 Sorrento, FI.32776 Office: 888-965-7277 / Cell: 321-615-0057 PROPOSAL Date: August 17, 2016 Project Name: Joe Yamin Revised 2 Buildings Engineer: PESS Date of Plans: 3/1/17 Submitted to: Tom Davis Construction Attention: Bob Tel: 321-724-5445 Scope of Work: Electrical. I . Provide and install an approved switchgear package as per drawings. 2. Provide and install an approved LED lighting package as per drawings. 3. Provide and install 2" conduit 5' outside of building for data. 4. Provide and install a 200 amp riser and service. 5. Provide and install receptacles, sensors and switches as per drawings. 6. Provide and install time clocks for light control. 7. Provide and install grounding as per drawings. This proposal does not include any wiring for FPL primary. All utility and permit fees (if required) are not included. All cutting and patching or roofing, drywall, concrete or asphalt (if required) shall be performed by others. We propose hereby to furnish material and labor complete in accordance with the above scope of ivork, for the sum of: Thirty Four Thousand One Hundred 34,100.00 (Dollars) Draws: As work progresses, fixtures and gear paid for upon on -site storage. Final payment to be made within 15 days of substantial completion or certificate of occupancy, whichever occurs first. oft Change Orders: Any alterations or deviations from the plans and specifications will be executed only upon written change orders for the same and will be added or deducted from the quote in the proposal. All additional agreements must be in writing. Provisions: This proposal may be withdrawn at anytime and/or if not accepted within thirty (30) days from submission. Proposal price shall remain in effect for one (1) month from date of acceptance of this proposal. Litigations: Prevailing party shall be awarded attorney's fees, charges, expenses and costs for any and all litigation or arbitration including appeals, should either become a necessity for the collection of monies due and whether or not litigation is filed. Acceptance of proposal: The above prices, specifications and conditions are satisfactory and are hereby accepted. Premier Electrical Solutions is authorized to do the work as specified. Payment will be made as outlined above. This instrument is to be signed by both parties and constitutes a legal and binding contract. Start of work or letter of intent constitutes acceptance of this proposal and its terms. This proposal is a required attachment to all contract document agreements. Respectfully submitted, Marvin Cook General Manager IVIIAcceptanceofproposal: Date:/' Florida'Building Code Onlinet 1d % &%S 1#. •Page l of 2 r I tii t t ,, OCIS home top In User Regbba6on Mot TOPICS submit sifidew stall a Fads WOrxwjm6 FBe staff Bas Site my kkft Search uct Approval Fbritla OFFICE induct Approval Menu a Vrodutt or nOOliCStlOn Search > ApnicaWn List > AppUCaUorr Detail 3 FL # F113340-R3 Application Type Revision Code Version 2014 Application Status Approved Comments PERMIT Archived Product Manufacturer Kawneer Company, Inc. Address/Phone/Email 555 Guthridge Court Norcross, GA 30092 770) 040-6426 tanya.dolby@alcoa.com Authorized Signature Tanya Dolby tanya.dolby@alcoa.com Technical -.Representative Tanya A. -Dolby Address/Phone/Email 355 GueMidge Court Norcross GA 3D092 770) *40-5426 tanya.dolby@alcoa.com Quality Assurance Representative Joseph B. Logan Address/Phone/Email 71 Progress Avenue Cranberry township, PA 16066 724)776-7000 loe:lbgan@afp-oexom category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received. Florida Engineer or Architect Name who developed Warren W. Schaefer the Evaluation Report Florida'License PE-44135. Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/3I/20IB Validated -By Terrence E. Lunn, PE 4 Validation Uecklist - •Hardeopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL13340 R3 COI Certification of independence odf Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquFsbTbi%2b3j... 9/18/2017 Florida Building Cade (Online Page 2 of 2 Equivalence of%Product Stmdards Certified .By Sections from the Code Product Approval Method Date Submitted Date -Validated Date Pending FBC Approval Date Approved Summary of Products Ronda Licensed professional Engineer or Architect FL13340 R3 Eouiv eguivalenw statement for FL13340.odf Method 1 Option D 01/29/2015 02/84/2015 02/08/2015 04/15/2015 AL it Model, Number w Warne Descry iptlan 13340.1 AA900 L.M.I./S.M.1. AA900 Fixed Window Limits of Use Installation Instructions, Approved for use in•HVHZ: Yes FL13340 R3 If Drawing 1689.odf Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer, P.E. 44135 Impact'Resistant: Yes Created,by`Independent'Third Party: Yes oesignlPressare: W/A Evaluation Reports Other: 'Window size, pressure and installation FL13340 R3 AE evaluation reoort WWS.165.Ddf requirements are to be as specified in the aMOed drawing, Createdtby Independent Third' Party: Yes No. 1689. *Job required design windpressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Building and Other Structures. "This window system is rated as a wind zone 4 missile,levef'D" product. CpDAM Lrs :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-,187-1824 The State of Florida Is an AA(EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Aaesslbliity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available tD the public. To determine If you are a licensee under Chapter 455, F.S., please dick AM. Product Approval Accepts: Credit Card Safe http://www.floridabuilding.orglprlpr_app_dti-aspx?param=wGEVXQwtDquFsbTbi%2b3j... 9/18/2017 1, THISPROMLGT.KAS BEEN TESTED, ANALYZED r RECEPTOR WIDTH DIMENSION - FRAME WIDTH + 2 3/4' ""• & APPROVED FOR GLOW PRESSURES TOT To EXCEED THOSE i tM llI,41AMSNW4I,a. E ' LE OMM PRESSURE TABLAS)•. FOR MAX. FRAME SHORT DIMENSION, SEE SINGLE FOR MAX, FRAME SHORT DIMENSION, SEE INGLEZ. 9UCIURC RINSTABLICKILLED T FASTENERS uOSE 8E WINDOW PNESSURE TABLE ON SHEET 4 WINDOW PRESSURE TABLE ON SHEET 4 aTOTHE3 & WSnLLED ro TMAARyTDT Wwo LDADs 3. ALL HNIORAME ! FAkENERS SMALL BE IN WyACM Z wn imbE,woa03 & Sw a NOT VAR• UNLESS ' 6• MAX. 6' MAX. 6' MAX. A2 6• AiANNNOOEL9mOma5E14NLSMALLBESEEVOWWAL4 6 TM PROW 44 b&R DESIGNED IN ACCORpANCE -- WRN AND .uFETS 111E REOIRRfiIflRS OF THE FtawM 6• MAX - - - - - - - - - 6' MAX. ZONES( oo) (Fec) v(dOTH SMALL IDGN LARGE MTY H gIPACT - I - - - I — T RATES (11LM1Q) r LS BOTH SWLL r LARGE M61U P'ICT S wFIQ1 GLAZED FOR S1.LL wmii r iumci. TN6 TMOOLLClWUNOT, BE.aSMLEEO AT ELEVATIONS ST OW 10 } I e e M LE IMPACT OM AT ANY COOS DESIGNATED L w '° a RECEPTOR dt SUB -SILL SCREWSLasVaPARM63INIMPACTANMIMPACTTRAP, ANCHORS WHERE SHOWN. S YW. LARGE D YMN IMPACTP NAZm. IYPALT vI SEE. FRAME ANCHOR ' In ' r I WHERE $NOWN. SEE 'FRAME 7. ' „hll TMsPRODUCT T' REQUIREMENTS TABLE' ON THIS In " I ANCHOR REOUIREMENTS TABLE' IT. ALL SLICK MS S W90 AMONGST ALL ES A PAES9IRE an w w _6 a I ON THIS SHEET FORRMISMOEOSLICKSCORROSIONWoALFRAMINGEPRBERETHPofa i SHEET TOR REQUIREMENTS ' of iC+LS a THEF MpM11. eY THE PRESSURE lAFA1VG 1 Al J 1 I REOUIREIdFNfS. 6 (tETERYaE THE PO.91NE ! rTIVE OE: Il NA pS 1j00 N- m•I - USE wv 11EFEREmew IN= oaMIEN S a ACQOM.OANFE C f- 0 R 3 N- MEN THE GOVEROM CODE AND GOYFm+wG Wum iZMW. FOR WIND LOAD CALCULATIONS a ALWMOMICE V RH'7NE `')a. +T Z OROR.IECL.A E Y FACTOR OF I O. I 085MTBC- APPIM,PER THE ASCE-7 STANDARD. WeIALS, CUDO BT OT LSTEEL I.i . M". MW TW P agt.W 15' MAX. O.C. o I I 15 1 2' a / ALL SIDES) u i I MAX. O.C. 1KRREMDn Of 0.°m THE BEST OF 00 KNOVVLEOGE, THE PROd1CT S AM p G I (ALL SIDES) In m Now" IS OWIRY ASARED BY A FLOIOOA STATE APPOW - J cERTUrcAtnN/a1 ENm t r SMALL, BE uunED w r>< c L g ROMORPhNCE AKIN THE FBC AND TW FLORIDA OEPMMENT aa p I I W V ROCSS rPROFESSIONALRECARVITIONSPECFICAPOW4 `..i' MAX. D.L.O. wO J RIEN,ORAaUm9ftALLAPIrAmaEvvmm, FRAME WIDTH - 4 1I/1¢• i FRAME MAX.v TH. L0411/18' 1 1 In MMMB4NrbH, IMBi/IIATIONrCOUPARAINEMYLT56oOWNGAfMtIIOar66ASOEYI ED TWMM TESTING • C7 W I Z DRNNDAINO IUTIO K ANTLYSLS, PROOULT ASSEMBLY "a O SE OR ACCWTD+ NCE" THESE DRAWINGS, THE WMNIACTIMN'S NNLM ASSLRANCE SPECIFICATIONSA TO in Wbi+ atI•PMONNeT awL RIE CORSIOEAm 6' MAX. 6- MAX. Goo v rtH615TALLmWRIGIrtAeuaDDGvERNtffROM' - I F nE APPIICABIE LaxeJocoErAmMuxraEIFrtaSUCTION• - ski •'CGRNEA N NSTAIIED_BY ANYONEMINNNA110EASmCpNTRACI4MNPOtENcmwrTH1NSULLATIORS of TFDS TINE aF PBdOuGT. EXTERIOR ELEVAIj {; CONSTRU"UN' E R R o a pNES S(PNONDESCRk-bN ON -)ATETOR ELEVATION: Z THIS SHEEt SINGl E •WINQO( MOUNTEDWf H b EWLlLI1GN OF TKS PROOIKT 6 BASED ON APPLITAaE SNNmW05 ANO/art URDRWTION r - RESULI9 FRpt1 MRk' ABLE TEST 1EPORIS TIE FWIoa B1MLppIG EaTF wm°N malDmEo St'IL•E: 3/4' A C-0 - tlQTE; FOR USE OF MI0-;fwL(S) WTM EP c SUB- ULL W WRH iNl$ NNW110NWASTINTaFORCEATl/Lf, DMC'Of THE EVALL1A1gN. a THE EYETRf Ot GOOF VrRsiDn cNWGFs GM w TTE EVERT TW1T REEYM OR ADomDNAL TESTORG B LbNG bIMiNSION OF WINDOW MAY THESE WINDOWS, SEE EItiVAiIONS ON SCALE: 3/4' = 1'-0' coupLEf ON Rr% ARooLIcrNPTUMM ro STATING CODE C01RP1LWCE Ma THE SGTE THE BE HORIZONTAL OR VERTICAL SHEET 2 k 3 LONG DIMENSION OF WINDOW MAY BE HORIZONTAL on YANU/A, SMALLCOMOtYMYTHTHEEVAl1N110NENGwEEDOFRECORDTNTEVERYIIWGORVERTICALpsPERaftE -a 1saMMENrWRaALLalRaFiRitFSTIxGepOLzIINMAPPUABLFsDweEMti3I: ABLE DESIGN PRESSURE X FRAME ANCHOR REQUIREMENTSTABLEALLOWABLEWINooTvs) ,p111TTZZFF 0 ; STRAP ANCHOR, RECEPTOR; SUB -SILL- & MULLION CLIP $CREWS LSEE TABLE ON. SHEET 4 ` OPENING TYPE STRAP/RECEPTOR/SUB-SILL/MULUON MINIMUM MINIMUM ``.......... SUBSTRATE) CUR TO OPENING FASTENER TYPE_ EMBED EDGE GIST. . r ' 'LO w MIN. 2X_ WOOD FRAME OR BUCK MIN, GR. 3 & G=0.55) NO. 12 SMS OR WOOD SCREW 1 3/8' 7/8' 2.' ' i +c ivNER ci S OORCDNS?RUC710 O MIN. 16 Gil 50 KSI METAL STUD NO, 12 GR. 5 SELF TAP ORILL SCREW FULL 1/2' SALT mAur. MRTT+SO: JOWED TaERER wmI x ouMHal KEYS {, . w ti U co d MEN 1+. SEa M WO (2) M3= SCFEWS PO GWiER KEY MIN. 1/8' THkA36STEELNO2GR. 5 SELF TAP ORILL SCREW FULL. 1 2' AND SEALS9 NTa ONY IIS9 SEALANT. '+''•.. r' CjAr E MIN.-0.100' THK 6063-T5 ALUM. NO. 12 GR. 5 SELF TAP ORILL SCREW FULL 12' I.1 4mom qI OPERA `j MIN. C40 CMU (D) 4' CONCRETE SCREW 1 i/4' p• w1111 POK IIaB sErLATR. FFR:lN111L FERPTOR6 ARE COPED r BUITEb TO 3 MIN. 2500 PSI CONCRETE ( 1). 1/4- CONCRETE SCREW 1 t/2' 2• THE SUBS ANM wGM Dow tt°D sEtLAHT. 1)CONCRETE SCREWS SHALL BE ELCO L)LTRACONS, ELCO CRETE-FLEX, ITN LEI-Ba. COED• •QED TOCEDU.R TWIN Z BRAt71ER (LIEU TNEr wY iROr °E usiD RaR Wa ASYIIELY JI9). SECURED WITH (1) MWaO SCREW PER BRACKET AIIO /GA IaWuttlT W. ANY GRIM NR00IRR rg1N wY •B, RAMSET/RED HEAD TAPCONS OR HILTI KWIK-CON 11 (HARDENED STEEL OR S.S.). scam WIN OaI 1109 SEALANT. Fa G>m FWR ANro/YiN tAKA APPAOV+L sHEET'uo ANr rwoolK.T NKrr tr Tw MMAIfICILRp1 or 6 DETAIL 'A' ON '."..... ..... SHEEP 4 MULTIPLE FD(I'D WIN OWS WffH t7RAP AN •WOOS SCALE;3/4' = 1'-0' ALLOWABLE DESIGN PRESSURE' MLILLEp WINDOWS 1) + —80 PSF 1 ALL_QWABLQ UNR PRESSURE SHALL BE THE LESSER OF THE PRESSURE SHOWN IN THIS TABLE & THAT SPEC19FO FOR THE INDMDUAL WINDOW. MULZIPLF UNIT NOTE 1. FOR ALL DETAIL NOT SHOWN, $EF SINGLE WINDOW ELEVATIONS., 2 _ THERE IS NO LIMIT ON THE NI NBER OF WINDOWS THAT MAY BE COMBINED HORIZONTALLY INTO ONE DPENING PROVIDING THE OPENING IS. DESIGNED TO SUPPORT ALL LOADS TRAMSFERED FROM THE %VINpOW$ doTHEIRMUIIJpONS. I 60' MAX. FRAME WIDTH SEE MULLION END C' ON SHEET 4 60' MAX. FRAME WIDTH 1 5/8' MAX. 6' I j B' 60- MAX. FRAMg WIDTH 1 5/6' MAX. 3' SEE MULLION ENO RIODEIIAILR EVATION: SHEET 4B' ON I OO F FIX D W DOW R r•FprnRa aSHEET4 —, SUB=S11 I SCALE: 3/.4° a 1'-0' ALLOWAOV OESIGN PRESSURE MULLED WINDOWS 0) t/ -90 PSF hum. 1 • All(jWlIBLE UNR PRESSURE SHALL BE THE LES$ER OF THg PRESSURE SHOWN IN TMS TABLE -& THAT SPECIFIED FOR THE INOMDUAL WINDOW. MIIL•TIPLE .UNIT NOTESLmn WI WS INSTALLED WITHOUTR CEPTORS: 1. KOR ALL DETAIL NOT SHOWN, SEg $INGIE WINDOW ELEVATIONS. Z , THERE IS NO LIMIT ON THE NUBER OF WINDOWS THAT MAY BE CONAINEO WORIZONTALLY INTO ONE OPENING PROVIDINGTHEOPENINGISDESIGNE0TOSUPPORTALLLOADS1RANSFEREOFROMTHEWINDOW$ k INEIR AIUWONS, ELEVATION FOR RECEPTOR & SUB - SILL RtOUIk&MENT5 POSTIIONS c AROUNDa N WINboW5 GL I W O I 8 4 c i a' br' •• yc` a L'7 SINGLE DIM(INNS:)IONDMENSION GLASS 1- 4 GLASS OPTION 5 ON 8 GLASS OPON 7 k 8 144 J .. 90 NIA 70 90 15 90 90 70 90 138 31. 90 N/A 70 90 19,- 90 90 70 90 132 32, 90 NIA 70 90 16. 90 90 70 90 120 34- 90 N/A 70 9 17• 90 90 70 F 90 120 36. 90 N/A 70 8 18 90 90 70 9 114 37 90 N/A 70 9 18 90 90 70 9 108 40 : 90 N A 70 90 20: 90 90 70 90 102 42 90 N/A 70 9 21. 90 90 70 90 98 45 90 N/A 70 90 22 : 90 90 70 1 9 90 48-' 90 NIA 70 90 24. ; 90 90 70 9 84 U .. 90 N/A ' 701 90 25 _ 90 90 70 go 78 2 - 90 N A 0 90 ' 27• 90 90 70 00 72 60 90 N A 70 90 30 90 90 70 90 1. SEE GLAZING OEJAILS FOR GLASS OPTIONS. 2. ' N/A' bESIGN9P A SIZE NOT APPLICABLE TO THAT GLASS QPTON. 3. WINDOW SIZES SHOWN ARE MAXIMUM SIZE$, SMA kd SHHl!%LL APPLY TO LOAOS COUAI TO THE N EST, LARbER SIZE SHOWN IN TABLE, 4. LONG DIMENSION MAY BE HORIZONT4 OR VERTICAI. 5. DIMENSIONS SHOWN ARE +/-1/2'. GLASS OPTION,.V 1 ,5 TEMPERED; 1 2 AIR EASTMAN CHEM. CO..1 GLASS OPU09 2' ,1 •5 TEMPERED; d 2. AIR EASTMAN CH M. CO. 1 GLAss OPnc1N 3: 1.3 TEMPERED; 1 2AIR DUPONT BUTACITE PVE GLASS oPi1dN a: i 6, TEMPERED; DUPONT SG 1/4' H.S. TEMPERED; 1/2 AIR.; CYTEC UYEKOL• S%1/4' SEE CLASS OPTIONS BELOW GLASSONS FOPTIONSBELOWL QOW 995. TREMCO PROGIAZE 23A I SSG OR GE SILPRUF (TREMCO 29 do GE ARE ONLY APPLICABLETO GLASSOPTION4) T'-=13 3/4' MIN, hIT€153/4- M14J 18REEDETAIL11 2b GOING DETAIL 2 20 GLA2 WET G A7 -m Lai; :GLASS DRY GLAZED) L$AL GL S1-5 OPTION 6 LINATED IG. (1/4* 1/ 4" H.S./O.0 5 P/ 1/4' H.S. INTCRIOR) 6. 1 5 16' LAMINATED I.G. (1/4' TEMPERED; 1 2` AIR RACER; 1 4' H.S./Q.Q90' DUPONT SG/1/4' GLMS QPTION 7- 1' TE 1PER E O; 3/8' AIR IINATED H. S. INTERIOR EASTMAN CHEM. CO. I.G. (1/4.' 1/ 4' H.S./O.OBO' P/ 1/4' H.S. INTERIOR) GJdy, gPRON 8. 1' TEMPERED; 8' AIR 3/3/8- "5 IINATEDI.G. (1/4' 1/ 4' H.S./o.090' L.M.I. = LA§dt MISSILE IMPACT OUPUNT BU S. INTERIOR) S.M.I. rA SMALL MISSILE IMPACT IINATEDI.G. (1/4' 1/ 4' H.S./O.090" t IINATED I.G. (1/4' 1/ 4' H.S./0.120' fY h Ilz SUBSTRATE pY OTHERS PER MUWON CUP 'FRAME ANCHOR MVLUgN CUP SCREWS PERq77 TABLE' SCREWS PER BSTR ERS FRAME ANCHOR 'FRAME ANCHOR REQUIREMENTMESFEOUIRjMFN'S R• EF QUIRE TABLE''( 2 PER TABLE' (2 PER TABLE' CUP) MUUJON ENb DETAIL "A' NO MULLION END DETAIL "B" WINDOWFRAMESNOTSHOWNFORCLARITY) (WINDOW FRAMES NOT SHOWN FOR CLARITY) MULUgN CLIP— SCR9W@ PER REEOU WJMD ANCHORTABL9'-( 2 PER CUP) SEE GLASS OPi10N5 BELOW EmII1IIlu FRAMES LG: ( 3/16' t18' H.S./O.060' 6- H.S. INTERIOR) I. C. 0/16' 1A' H.S./0.060' 5' N.S. INTERIOR) c 3 MA WE BY RAMEANCHORSIEMENTS TABLE' 3 I N 1 o OOc 12 3 12 ttt li,ac a% z T, SUB910ATE BY STRAP ANCHOR SCREW OTHERS -P-[7R PER ELEVATION FRAME ANCHOR REQUIREMENTS TABLE' SEALANT BY OTH S f 1 r1 RECEPTOR SCR PER ELEVATION 1 1/2" X 4. 1/4- SHIM AT EACH STRAP ANCHOR L3/6 MAX. SPACE BY OT ERS 01 WS w 3 NiCEPIOR Z5 111. —SEE GLAZING DETALS ON SHEET 4 SECTION n CALE: 1/2 FULL CONTINUOUS WOOD, MEMBER LESS IN THIONNESt T" A 2X_ BUCK TO BE MIN. 3 1/2' DEEP (NOT REOUIREO WHEN 901M SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). N NOR R-14RINOT1 UBSTRATE BY OTHERS PR 'FRAME ANCHOR REEOUIREMENTS TABLE' FRAME SCREW PER ELEVATIONS & FRAME ANCHOR REQUIREMENTS TABLE" SUB -SILL SCRI PER ELEVATION IOR II III O ONALDIRECT MO AILIONALD`I-IR ECT O AIL TO SUB TEWI ER HEAD SECTION SHOWN; SILL 4c' $10ES •ARE "INSTAL EO THE SAME) FOR DETAIL NOT SHOWN, S(E OTHER SECTIONS) SUBSTRATE BY +ETHERS PER 'FRAME ANL'HOR REOUIREMBNTS TABLE" 3/8" 6i ESHIM ATEZANCHOR 5/ ^8'MIN. I IZI SEE GLAZING DETAILS ON t2 _ SHEET 4 SECTION 83 s A2 a SCALE: 1/2 FULL W t SEE GUIZING lV DETAILS ON HEQT 4 1 2 SILICONE SEALANT 3/B' MAX. SHIM AT EACH ANCHOR SUBSTRATE BY.QrNERS PER "FRAME ANCHOR SEq-TION REOUIRELLENfS TABLE' SCAV_: 1/2 FUu L ECTION C SCALE; 1/2 FULL 5 EXIERIQR SECTION Q SCAU E: 1/2 FULL 5 SEE GubwG ORAS ON SN& 4 SEE GLAZING DETAILS ON SHEET 4 3 11911'2 OF ITEM DESCRIPTION KEY 1.397 1.392 0.391 -j @ RECEPTOR CORKER 2.641 T 2.344 0.070930 2,344 J-- 1 3, J: 01 FRAME (USED WH6 1 WET CLAZM) 0.937rt0.090 l: o- 7 2.000 2.641----4 2.009 N 0.080 1. 0 RFCFFrMR fgF (USM WHEN DRY-GtA7ED) 42.9 30 XO.357 0 115 1-0,072 j_ 0.156 0.420 4.187 3.563 bloao in0-125 TF MO 1.345 SUR glil 3 L 2.641 lr310. 070 J- 0 09 014'PAL USED WAN WEt- 3. 600 0. 500 0. 375 0. 875 T LO. 1251 1. 750 @ T H M- 0-851 k--4-0.848 0.875 1. 188 T10 MID -RAIL LE T E TECAHAM-46-0 -T- USED WHEN 0.060 1.0156 j- 0,060 0.060 I a MAX. -7- ox= I WITHIN '3- 0-MNER9 i 60 a. 2 - ENO IM SCREW SPUNE @ 0.0 Lal GLAZING IV WITHIN3' .CORNERS & 9 MAX. 1.375 0.32 (9 (USED MENMUBMi- 0.190 0.909'. GL4ZED) 1 -0.563 mami P- N F1 GLAZED) 20 IgUNg MM 4p 0.312 0. 68i 0. 185 fir$, 0, 312 2A 0.2ta 0-011 OLY244-- 0. 327• U'j oc, 0. 525 V-- L '- * j 4 w;' 0. 240 9.011 0 CLAZINQ FlXrn magaAGASKErA 6 r . L . londa Building (Code (Online QZS hme p in User RWbtdWO d o L Flai a%rAWUgRhVWkiJrer 5To"R,6X+ Page i of 2 A,,n 25 8- Q OFFICE - . P . Mat Tapl6 Sutinlit S adwip 91 a Fads FbtiBor Ors FBC Staff BQS S e Rap - Wit . Smxh wwi Amrmsl Menu > raauU or AoolKiUon Search > AaalicoWn Li SL > Appliotbn Dull FL * FL7237-R7 Application Type Revision Code Version 20114 Application Status Approved Comments Archived Product Manufacturer Kawneer Company, Inc. Address/Phone/Email 555 Guthridge Court Norcross, GA 30092 770)840-6426 tanya.dolby@alcoa.com Authorized Signature Tanya Dolby tanya.dolby@alcoa.com Technical4Wresentative Tanya A: Dallby Address/Phone/Ewtail 555 Guthrklge Gourt Norcross. ,GA 30092 770).B40-6426 tanya.dolby@)alcoa.com Quality Assurance Representative Mr. Scott Near Address/Phone/Email 500 East 12th Street Bloomsburg, PA 17815 570) 784-8000 scothnear..@afcoa.com PERMIT Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Mardcopy Received Florida Engineer or Architect Name who developed W. W. Schaefer the Evaluation Report Florida License PE-44135 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Terrence E. Lunn, PE Validation Checklist-,Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL7237 R7 COI Certification of indeoendence.p& Standard AAMA 501 ASTM E283 ASTM E330 ASTM E331 TAS 202/202/203 Year 2005 2004 2002 2000 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs 19JbJgyiyc 1 o... 9/18/2017 r ' 'Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submlitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 107/13/2016 07/25/2036 UjQW2016 10/13/2016 08/03/2027 FL at 14oddL'Hluimber,or:11r11ame Description 7237.1 T.rifab 450 Aluminum Storefront & 4--1/2' Aluminum Storefront System with 190 Narrow and entryway system 350 Medium Stile Entrance Doors Limits of Use Ir on i;;b; lions Approved for amin4WHZ:Yes FL7237 R7 Il Drawing 1431.Ddf Approved for use outsideMVHZ: Yes Verified -By: W.W. Schaefer, P.-E. 441135 Impac :R No 0maaed -by Indeperhderat Third.Party: Yes Design Pressure: N/A Evaluation Reports Other. Storefront size, pressure, assembly and.instailation: FL7237 R7 AE Evaluatron report WIVS-307.pdf requirements are to be as spetified:in the attiticbW drawfrtg Created by Independent Third. Party: Yes No. 1431. Job required design wind pressure shag be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7•Minimum Design,Leads for -.Buildings and Other Structures. This Storefront system -is no as a nonimpact product. All glass meets the requirements of the current ASTM E1300 standard. 7237.2 Trifab 451 Aluminum Storefront & 4-I/2' Aluminum Storefront System with 190 Narrow and' entryway system 350 Medium Stile Entrance Doors Limits of•Use Insblbtioo Irk Approved for use in HVHZ: Yes FL7237 R7 11 Drawing 1441.Ddf Approved for use outside HVHZ: Yes Verified By: W. W. Schaefer, P.E. 44135 Impact Resistant: No Created, by Independent Turd. Party: Yes Design Pressure: N/A Evaluation, Reports Other: Storefront size, assembly and installation FL7237 R7 AE Evaluation report WWS•308.Ddf requirements are;to•be as specified In the alladmd drawing Created by independent Third Party: Yes No. 1441. Job required design wind pressure shall be calculated in accordance with the T4olida''Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This storerront systerrr• is rated as a• non- impact product. All glass meets the requirements of. the' current ASTM E1300 standard. 0 ED Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: BSD-487-1824 The State of Florida Is an AMEEO employer. Coovricht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: gerund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mall. If you have arty questions, please contact $50.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effeohre October 1, 2012- licensees licensed under Chapter 455, F.S. must provide the Department with an retail address If they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hKL. Product Approval Accceepts: CIECJII Card Sale bttp://www.floridrabuilding.org/pr/pr_app_dtl.alspx?palra m--wGEVXQwtDgs 19JbJgyiyc 1 o... 9/ 1.8/2017 I . THIS TT 80 TESTED, ANALYZED Y AfPRIKO FOR DESIGN PRESSURES NOT TO &EEO THOSE SHOWN IN ME ' ielC bE516N PRESSURE TABIF(S)'. 2. OPOuRag. OUCJBNO k RUOOIG FASTENERS BUST BE Fflopf IY OL9bnO k UISTAU,ZD TO TQIR iO Wa0 WADS TO THE STRMCI IRE , S ALL PIAgORARE R [ASIEHES SMALL BE IN AGOpW4NCE WH THESE DRAWINGS & SMALL NOT VAR* WA' S SPECUINIELVAENRONM 01 THE DRAWINGS SPECIFIED MRNOR VNIVO To BASE MATERIAL SMALL RE BEYOND WALL RNLSHI OR 51UCCO. 4. THIS PROOUGE. kAS 6004 OE9CAIED IN ACCORDANCP. WITH AND MEE75 RE REDME EMS OF THE lkD 16 BUILDING OOOE (EBCj, INCLLIONG KVI WLD= NWRICME ZONES DNHI S THIS PROOL0 6 RWACT RATED d MUST BE SHUTTERED WIN A FLORIDA CODE APPRQEo SYLIT'EA WHERE REOLMD BY CODE a ALL ANCHORS SECUEDNG PUNNET FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING Ski. OE CAPABLE OF RE2sm o6va o WISED BY THE PNE sm TRFATNG CH ofwALS IN THE WOOD T. DEfERMaE THE F&ja4 a NECBAE DESIGN EOM! TQ USE WHOH REii101CM THESE 000UBFN-01 AOC ANCE WIN ME GMUMEOi (ERG GOYFRNNG WINO VElMM. F1pR WIND ICAO CAINLAIIONS a RO4NCE JRTH THE FLOROA BUA,1G C A 00NECmMAI1TY FACTOp OF'N4 ''11 OAS MAY BE AN PER ME AiC'F STANOUIO. a MVATERIAL5. 019 NOT LIMITED ro STEEL SGiMVTPAT COME INTO CONTACT mm omi'c OGSWllJn MATERIAQ19, R . 1. THE kvumMEMS aF FWIIDA BUFOQ!G o00C 0. ro THE BESr OF aIRE RNONEEDLE rxE PROOERT III MERFN 6 QAUTY ASSIRCO ar A Fw..R SEATS APPROVED GERTIFICA WN/0Y' &kENTITYSHO L BE LABELID EI WIN THE FBC AND 1HE EIAROk TISPARTMENT OF BUSINEk 3 RROFLS9Gw. PWGQATON SPECIFICATIONS IM vNDNS SHOW All AFPAItlA4kC ELEVAIONI COMOOtIC I• RNSTWI1OH R OOYPARATNE A kn$ CONOITUMS AS DETEMONED MROUGII TCST010 R FNOWCFAWO RATIONALMALYSLS...PRoW ASSEMBLY SHILL BE u Aacama4NCE WON THESE ORAA'INGS. THS Ow&.RRE75 C- m" IqAAM q srTNI KTRIHS a TEST= REPORTS. - 10. Coln 11F T115 PP0oL1Cr SHAD BE CONSIOFgIQ YDIp 6 R 6 U6TALLFD YHIHgUT A' PERMIT FROM THE AP =LWA WHAM DEPARTMENT OR IF U lS INSTALLED BI ANYONE OTHER THAN At"By AFROM OWdBONCED WITH 1113011ATION6 OF TM HYPE Of PRO =, FRAME - ANCHOR REQUIREMENTS T LE FRA E•& SILL ANCHORS Op EKING f:PE SU( TSTf1ATE) JNIR T OPE3RNG FASTENER TYPE MW( MUM fA+ DEO 11INU NM EDGE OAST. MIN. 2Xp 17000 FRAME OR OUCH MIN. CR. 3 & G=0.55) tp• 12 SA6 SCREW 1 3/A` 3/4' MIN, iB GA. 33 NSI METAL 9W 1 4-20 $ELF TAPPING SCREW FULL 1 2' MIN.• 1%0. 1HK ATB STEEL 1/4-20-SELF TAPPING SCREW OR 1/ 4' THRU-BOLT FOIL 1/2' is C-90 CL' U III I .1' CONCRETE SCREW 1 1 4° 2 1/2' 3GOb 01P CONCRETE TII t 4' CONCRETE SCREW 1 3/4°.. 2_1 2' CONCRETE. SCREWS SHALL BE ELCO ULTRA; ONS (C.S.. ELCO CRETE-Fl X .(S.S.) RW RAISET/ RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWBI-CON 11 (C:S OR S.5Wf . L CMU IS A0OUCAKE AT SLOES ONLY. LEAD 5 SQUARE CUT. BUTIp iO•SIDE, FA51ERm WITH 4 NO. 12 I 1 Ar, TYPE AB FASTENERS THR% VOE MEMBER INN THE II D MOLDER SMW SLIDES & SMED WITH _ EBALV.,.$LOp§IIEflL SUL 6 SQPRE CUT, Eamm TO S(0•E.1Tarim Wn" 2 N0. 12 L I I/9• PPMFf TYPE AD FASTENERS T atm ig Sig iaKp INTO THE SILL .&,.S'REWSPLANFS k SEALED WIH'SU M: E ILIll10N 6 SoUERE CIHt:p1fED 'ro SOL EEN FASEOWOH 2 NOD.. 12 1 1 1/8' PPHFT TYPE AB FA5T ROUGEI THE SIDE M9110 ORO TEE NIRLOR NOOER SCREW SPLINES A WALED TWRI' SLICONE- omR TRANSOM N RANW END, SEE SECTIONS EI/0. "• &• 0/7, DOOR " kAME COMM SEE SECTIONS LI/IL L7/0•R W/D. H' ORFIERI THRESHOLD WAS SGUARE BUjTEy Td UHE K MOW IE51NG A PIVOT ASSEWMY OR STEEL CUP t WITH SILICONE ODORAIIHEt TOP RAIL DDPNFYes AT FAOI TOP Comm IFE TOP N.(L 010 6 UI. NDTM SOUAREDGUTTED, AATIFD TO THE %VWA SIIE BY METHS OF A 1.094' LONG WIND CUP ( WRIER PART 1mD-45a 120(F-4}4 OR /20D--137): EACH WELD CIV-tS A# AAQHb IN THE VOIHGL STILE USING. TWO(Q i/1..20 IT 3/4- PHMS DIRT PASSED I iROW4 THE DOOR STILE AND ARE THREADED HMO 3/16'-TIWK STEEL MW PLATES.. THE ii+ Td&-CtON OF EACH CORNER JOIHl WAS wam t*#4G aE(IL 1/2' OMNSffA HIEID AIO apfkIL 1/4' a I I/$- FU F.ra THAT ARE APRIED TO BOAR WEDS ME1pPR4HL_ AT EACH BOTTOM CORXfR. ME BOTTOM RAIL ND 45 COI BUTTED. AND ATTACHED TO M ,,E VE NTIC4 SOLE BY MOUE OF A 1.094• LONG WFID CLIP (MAWNEFR PART 1200-451 OR 126il-459). EACH WELD OP 6 ATTA 0 TO THIS VO'OCIAL STILE USINC, TWO(j) 1/4; R 3/4- PIO6 THAT PASSED UGN TiROTHE OOCA SIZEAND ARE THREADED qdo 3/16' TIOI STEEL NUT PLATES. 1'HE INTOGEGTON Qi EACH CORNER JOINT WA VM USMG ONF(11 1/21 DIAMETER PLUG WELD AND ONEj11 1/4' I 1 1/B' F111ff V TyJ A APKIEO ro OORH Y C S OF IRE TOP RAL 1 3/4' OR 52 1/2' MAX. 4 1/2' 6' MAX. O.C. rJ20' MAX. 1 f 6T / I 3'-I -- PA— MAX. CS.Y , W4 1NO.C8'. AT FlXi PANEL , SIDE n N I 1 3/ 4' 52 1/ 2' MAX. 52 1/2' MAY. OR 1 3/4' OR 4 1/2' 1 3/4' OR 4 1/2' SEE MULLION END CONNECTION WAILS ON SHEET 2 FOR ANCHOR QUARRY OPTIONS 1 I I 0 J MULLON U 0 WINDOWto CENTERLINE m °a, WROTH MVWON LOAD WROTH JI j MAX. 577 WINDOW WINDOW, . CENTERLINECENTERLINESee fviul j& I / 52 1/2' MAX. O.L.O. el (TYP.) I 4 OT* TIU O S . 1 EXTERIOR €LEYATIONMIJOPLEFIXED PANEL STORE ERONT ASSEMBLY SCALE.-0 HORIZONTAL SfArkm & OVERALL UNIT W10Tji IS UNUMRED. NUMBER ,OF VERFICAL PANELS IS UNuMTfEO BUT MUST FIT INSIpE MAXIMUM FRAME HEIGHT SHOWN``,,``,E*a"' ALLOWABLE p 'SIGN PRESSURE SEE LOAD TABLES ON SHEET 5 i V F(4 BCE EVALWTONOF THIS PROD= 6BASFDERI4PFWADASTANDARDSAND/OR 11EOpNA Ak RESUUS FROM AMUGIQE TEST REPORTS THE ROM MUM CODE VERSION CONSIDERED WITH THIS EVALUATION WAS THAT N FORK AT THE TIME OF TNS CVAIMACK a THE EVENT OF CODE V0t!ON cNAF1=Afi`QATES OR IN ME EVENI.THAT NEW OR ADMO K IMIND 6 OQ1pLflED ON TH16 PROOUCr. PRIOR (D'SGTING CODE COURMCE WON THF.•STATF. THE KOWACTIFRER SWILL CONFUN 0TH THE EVAIATON 0N. 7R(ZR OF RECORD TArLVOMH M SFECEED I aWR CURRpN WOW AL QOWO(' TESTING. CODES ND APFIICAQE 6' W T 2 C 1 TYP. FRAIME ANCHOR W{€ RE SHOWN. SEE FRAME 4NCHOR REOUISEMENFS TABLE - ON 11H15 SHEET FOR RgQU) REMENTS. TT SHEET N0. T 52 1/2' MAX. 52 1/2' MAX. 96 MAX. WITH TRANSOM MULLION PART J7 OR 8 84" MAX. WITH TRANSOM MULLION PART /5 OR 6 1 3/4- SEE TRANSOM MULLION ENO NOTE BELOW) SEE MULLION ENO CONNECTION DETAILS OH 1 3/4' OR 4 1/2` 1 3/4' 6' MAX. THIS SHEEP FOR ANCHOR OIIANTITY OPTIONS — 1/ 20' MAX. O.C. 16' MAX. r O.C. AT ODOR TRANSOM 6Lill D — I I H 6" MAX. DOOR CENTERUNE 6A7A7JI 5 6 7 8 ll'2• 01 I / 2 / MR521/2' L. D.L . I • ? / INFOI M ATON 111UU ION LOAD WIDTH I ; AIUU.ION LOAD/WII MAX 571 (MAX. 76'= WINDOW WINDOW CENTERLNE CENTERLINE I 61 6 Z- 1'.. III I/ 20' O C. L MAX.ff SEE MUUJON 6N0 CONNECITON DETAILS ON THIS SHEET FOR ANCHOR uaRIOR abimoN TRANSOM MLIWQN_NOTE• STORE FRONT ASSEMBLY WITN DOORS & TRANSnu WHEN TRANSOM MULLION PART 85 SCALE 1/2'oV-O" OR 6 IS USED, MULLION SPAN IS NOTE: I FIXED PANELS MAY BE PLA d b ON ONE OR BOTH SIDES OF DOORS. LIMITED 10 W. 84". WHEN 2; DOORS MAY BE SINGLE OR 001181.E DOORS. TRANSOM MULLION PART 17 OR 8 USED, SPAN MAY BE U W. ALLOWABLE DESIGN PRESSUREUPTO0656'. SEE PARTS DRAWINGS MR MULLION PAM. SEE LOAD TABLES ON SHEET 5 NOTE: THESE OOPR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFlLTRA TO 3' yi m I 8- 16" MAX. IESSURE HOWN, SEE DOOR SIDES IN SHEET 5 9 2. 61 MAX. L2 6' W. - TYP. FRAME ANCHOR WHERE SHOWN. SEE ' FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET I FOR REQUIREMENTS. NOTE: DOOR SILL ANCH605 INCLUDE 9 TOTAL AT DOUBLE DOORS & 3 TOTAL AT SINGLE 060AS A$ SHOWN.) THREE01 ajb` 14EOGE/SLEEVE— ANCHOR WON MIN. 2 1/2' EMBED AND 2 1 2` ET10E DISTANCE GALVANIIEO SYE1;L OR S.S. RAMSET/ NW Nl•AO.OYNABOLT. HILTI kYAK- 80LT J OR POWERS RAWL POWER SOU) RESISTANCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED INS NON- HN3ITABLE ANf:A4 WHERE THE UNIT do THE AREA ARE DESIGNED TO ACCEPT WATER INFlLTRATION OR THE UNITS ARE INSTALLED AT LOCANONS PROTECTED BY A CAWOP}' 'OR OVERHANG WHERE-Q' THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. 2" 2' MULUON. END CONNFC ON PETAIL CONNECTIONTYPE W.) 2 ANC IORS EACH SIOE OF MULLION) MUWON E 0 9 I 3 At{ CNORS EACH SIDE OF MULLION) Lill[ 1IFF 9 2'1, UL IK E CON N 0 NEC NEUON TYPE 4 ANCHORS. EACH SIDE OF MUWUN) A 4. 5' i- 4.5' 5" MAk `' 1 "-DOOR SILL ODOR JAMB/ MULLIONS SILL l 1., QN END CONNECTION DVAIL AT DOORSIDE JAMB OWN) NO'N THIS MULLION ENO CONNECTION IS EQUIVALENT W PRESSURE CAPACITY to CONNECTION TYPE 'C'. 0 a 2. 3 t$& PCaFt or OR 52 1/2' MAX. 52 1/2' MAX: 96' MAX. 1 3/4' I/2' SEE MULLION ENO 1 3/4' or { 1/2' '1 3/4' CONNECTION DEVILS ON DOOR 6' MAX. SHEET 2 FOR ANCHOR CENTERLINE QUANTITY OPTIONS 20" MAX' rO.C. L1 I6' O.C. A 8 8 8 MAX. I I•L, 1.1 I I I I I I I I I I I 11 t 1_hill I I I I I I M I I I I 6' MAX. 52 1/2' MAX. D.L.O. TYP•) 1 IL 9 I 6 67 68 1 16' MAX. 2 ' O.C. AT ODOR o BI 2 I 69 SIDES Y MAX' io m n MULLION LOAD WIDTH MULLIbN.IAAb WID NA1I. 577 (41A1T. 7ii' - 3 I01 v9fT a WINDOW WINDOW FOR OOR EIZ'. CENTERLINE CENTERLIWE IRWTIt NOT PRESSURE k OWNDOD 41 J M ESDNSo r G1 6 I 66'' MAX 120" O.C. L L / f 6' MAX. = I n EE MULLION ENO CONNECTION DETAILS ON SHEET ANCHOR TW. FRAME ANCHOR AERIE SNbWk SEE 'FRAME ANCHOR,REOUIft1:AWS s S2FOR QUANTITY OFi1QN$ TABLE' ON SHEET I FOR c ex EXTERIOR f=LEVATIOFI REQUIREMENTS. NOTE: ODOR SILL ANC Idt2S INCLUDE GMa g STORe FRONT ASSEMBLY .WITW .DOORS & NO TRA SOM SCALE 1/2;M1'••0" 9 TOTAL AT DOUBLE bbW TOTAL AT SINGLE DOOR$ AS SH6WN.) NOTE: 1) FD(EO PANELS MAY BE KA M ON ONE OR BOTH SIDES OF DQORS. 6A2) DOORS MAY BE SINGLE DOABLE DOORS. ALLOWABLE U€51dN PRESSURE 8a SEE LOAD TABLES ON SHEET 5 Q`•....••.../pry ', act` .• . N N07E: THESE 49OR UNITS ARE NOT APPROVEO FOR USE WHERE WATER INFILTRATION THE THE dTRESISTANCEIgREOUIREDBYDOORUNLESSUNITSAREINSTALLEDIN THE a Z zs i j O NON -HABITABLE AREAS WHERE UNIT k THE AREA ARE DESIGNED TO ACCEPT N(ATER INFILTRATION OR Tr UNITS ARE INSTALLED Al L06ATIONS PROTECTED BY A CANOPY OR d IVi Q 4' 34 OVERHANG WHERif-AY THE OVERHANG(OH) RATIO 1t EQUAL TO OR MORE THAN I.0 PER FBC. 1 y ` .•f 4y i '••. 2.... ... r raa u joe481/1b'. IWO: MIN WIDE 0wi, °'alu - STILES ,& • (TAILs, 36 1/A',MAX. WITH 96' MAR, WITH WIDE STILES & RAlt.S, NARROW STILES & RAILS a 72' W. WITH NARROW STILES & RAILS ODOR 6- MAX. t 6 161 MAX. 6" MAX. 18' MA1G 6' MAX. 6' LAN(• 1" j I I / 9 I \ g 16' MAX. m D 9 \ 8 16' W. c 2 6. 6 E9 I O.C. A7 o o a$ \ Q.O. AT Tji a m 8 D 71 g S16 ,J a' J y 6 ODOR Tn 3 41 rd c locx SIDES -„ o ,U c I 1iIDE5 35Fn 1 9, a AIN 2" iO- by aeta ca;a 2!' U MAX. 3 66 7 8LM MAX. TY0, FRAME ANCHOR 71 s us ^ 37 ]/tl' MAX. I 26 1/;" MO. WHERS SHOWN. SEE 69 70 ' ^ 7 2' / TYP. FRAME ANCHOR milkD.LO. WITH 'M44 ANCHOR 1AX WN Af SHOWN. SEE mo . D:LO: WN WIDE Yj O.L.O. V1RH it n STILES Q` RAILS WRORU6S E ANCHOR ON SWEET, 1 FOR TABLE' l NAki20W REPO IREMENfS TABLE" iz5 I Sfi S & RAILS m M // / kEOUIREMEVTS. a^, I M / kfgSIH T 1 FOR 8 ( 010it 60tik SILL 6 kfgUlR IASNTS. ANCHbF? 5 INCLUOE 9 _ (NOTE. p00R SILL I 6• MAX W3L AT 6000LE DOORS ILNCHORS INCLUDE 9 0 3 tbTAL AT SINGLE 6 TOTAL AT DOUBLE DOORS Ci OOOR AS SHOWN.) 14 1 1- li 3 TOTAL AT SINGLE 6' MAX. •- G' MAX. DOORS AS SHOWN.) u1i • EXTERIOR ELEVATION EXTERIOR ELEVATION DMIALE DOOR ASSEMBLY SINGLE POOR W " SCALE 1/ 2"=1SCALE -00 SCALE; 1/2"wi'-O' ALIOWARLE PRESSURE _ +/- 65 PSF ALLOWABLE PRESSURE _ + —65 PSF lei i{= MESE DOOR UNITS ARE NOT APPR NEO FOR USE WHERE Y(ATEjj INFILTRATION RCSISTAJCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE IN$iALLEQ'IN MDN .. jfABL AREAS WHERE THE UNIt• & THE AREA ARE OE51GNED IQ ACCEPT WATER ` A b H c INFILTRATION OR THE UNITS ARE INSTALLED AT lOGT1014S PROTECTfO BY A CeNOPY OR L rw.•n:.ti /tW''. OyFRFUiNC WHERE - BY THE OVERNANC(OHj RATIO IS EQUAL TO OR IAQRE THAN 1.0 PER FBC. ?r.NIP hry M11 Qp;`Q OHM No. 11 66 15 U3 601 60J all616 tao . 65A 33 Uo 65.0 57 453 39,1- 59.1 60 51 ,SOD 0 6S0 IS 57.3, $5.0 65.0 39 ,. 660 A& 65D 57 Id9 650 650 7/ 51 54.6 .6d0 63A 45 .019 - a50 63AV 57 113.2 _ 0 6sA 6e 31 A _ _ o. 610 Is 6d0 e5D . 63A 62 57 , add _610 Rio 51 60A Ao _ 65.0 b 57 44.0 650 63.0 MULLION 'A' = VERTICAL MULLION BETWEEN FIXED PANELS WITH NO REINFORCEMENT MULIION '137 = VERTICAL MULLION BETW& f0(EO PANELS WITH ONE(1)-COMINUOUS STEEL CHANNEL FOR REINFORCEMENT MUW.ON 'C• a VERTICAL MULLION BETWEEN DOORS AND FIXEQ PANELS WITH ONE(1) CONTNUOUS STEEL CHANNEL FOR REINFORCEMENT, IIULIJON 'D7 = VERTICAL MULUON BETWEEN DOORS AND FIXED'PANM WITH TWO(2) CONTINUOUS Srk CWINNELS FOR REINFORCEMENT. LOQ TABLE NOIES: 1. TRC LEASER OP THE LOADS OETERMIF(EO.FF16M THE MULLION LOAD TABLES AND THE GLASS LOAD TABLE SHALL CONTROL FOR THE ASSEMBLED UND. 2. ALL' LOADS IN THE GLASS LOAD TABLE ARE AS RESTRICTEO BY TESTING MO THE CURRENT ASTTJ 1300 !NANDMID. 3. AIL 1WDVI$4 IN THE MULLION LOAD TABLES HAVE BEEN OETERMINEW CASED ON THE WEAKEST CONOMN OF USING THE 1 3/4' NAOE FRAMING MEMBERS. Tr IS OOSSISLE THAT THE ALLOWABLE LQAOS MAY INCREASE WTIH.USE OF THE 4 1/2' *PE FRAMING MEMBERS. BUT CONSIDERATION OF THIS INCREASE-15 NOT APPLICABLE TO THIS APPROVAL INCRFA5E IN MULLION LOAD$ DUE TO USE OF THE 4 1/2- FRAMING MEMBERS SHAI.4 BE REVIEWED AND CtR010 BY A FLORIDA LICENSED ENGINEER UNDER A JOB SPECIFIC APPROVAL. 123 5 15 39 33 77 21 120 37 31 45 39 33 2j 21 IGa ST 51 45 9 33 27 57 51 3 39 33 27 a6 57 Sl 13 Jm eo S1 51 43 31 71 t 43 39 ee 37 s1 s s7 S1 WON LOAD TABLE VERTICAL MULLION LOAD WON -B7 (MULLION C L VERTICAL MULLION DOOR JAMB VERTICAll I WITH SINGLE CHANNEL REINFORCED WITH SINGLE SIN 00 56 RIM 6S0 12 37.1 RSA 63A 36 I no a 63.0 et 7e 3LI 65A 63.0 n 349 65A 65.0 6a Al 65A 65.0 60 419 65A 6S0 5/ 116 65. 0 63.0 b' 57.1 6" 63A 12 599 85A 63.0 b 1 6i0 610 61.0 74 57 aa 65A a 51 16 650 65A lS 11.9 65A 63A 39 6SO 65A 66A, a0 57 512 654 a 51 599 650 63.0 IS 65.0 650 65.0 62 57 563 65A 65,0 , RSA R1.0 36 • 57 61A bsa RSA GSA 63,0 63A 530 63A am ittaruiE P1a351FEH- 7 120 n 23.4 10.0 r-< SSI 410 730 1 21.0 2310 539 a5A 2 U 4SZ K 4K oII1 O0 oo UIs h a j 66 780 Sd5 60.1 690 JJ' O 650 60 2eW. 650 51 318 650 650 SRia 360 WA IB 3eq 650 65A bg 37.0 53A 12 b9 6d0 Edo 100 ISO 35 1/.7 d0 GS.O PDom 1/4 TEMPER PANE? 1/{' H.S. PANES IrAm ANE$ 1/ 4- AN.O 30 57J 6R0 65Amas 2/ N1.0 65.0 650 10e 76 1• 31.0 5d0WMSQPWN n 66 7eJ 269 34. 4 30. 4oil 650 60 31a A 45.0 S< 3a1 66A 65.0 NOTE: ;LMS SHALL MEET ALL REOUIRj6EN1$ Of CHAPTER 24 OF THE fLDAM BUILDING CODE FBC) INCLUDING ALL APPLICABLE SAFETY REQUIREMENTS. a 308 65A 6S.a 17 9 65A Riu m 5A asA D LIA 65a 6aa 65a IV z 17. 7 3a_ 63A Illlltli.. 1100 65A1.9I5065A1 R10 65D 14843A4" 650ZA a5A65.0 66A 6d04 a6A65.03D 63.0 63A1A 66A65A3a3 1 65A MA no Ican m 60-F-4-0,01 654 65.0 S V .ram'"•• . i U W O O:Z6Q C9 Q •11' le ia. 4- 40J Q d' i0 a Q VJ l e. ,.% y: 51 MA 16A no 45 WA a" 2 3 .1 m 65.0 b 65D 4" 65A 62 76 33.1 6A 63A n 31a 65A 6io 66 Al 63A eR0 GO 7 Ala am Ia St6 ISA 650 2 502 65,0 no 36 1 65D I 6R0 I mo OF I FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS 1/4" MAX: r SHIM AT EACH L ANCHOR MALANTB 12 IY OTHERS 16 EXTERIOR 1 SEE GL6M DETAIL 3 ON SHEET 9 SECTION SCALE: 1/2 FULL 6 GLAZING OETAIL 1 ON 3 1 SHw 9 tE 16 ` 1 W EXTERIOR / ^SEE GLUX0NG DETAIL 3 ON SHEET 9 SECTION SCALE: 1/2 FULL s roifo xTER1oR ,err \ SHW 0 SEALANT$ - BY OTHERS NLEVATIOR V SECTION o, SCALE: 1/2 FULL fi " 7 1/4' MA. SHIM At &ZH ANCHOR SUBSTRATE BY 011-OS SEE GIAZINO DETAIL 9IION EXTERIOR / T SHEEP 9 f = &/--SEE GLAZING DETAIL i ON SHEET 9 SFC110N SCALE; 1/1-FULL EE GErAlLLAZING 4 ON SHEEf 9 EXTERIOR OTHERS FRAME ANCHOR PER ELEVATIONS SECTIQN G2 St'ALI: 1/2 FULL 6 i/4' MAX. 5111M AT EACH ANCHOR BY OTHERS FRAME ANCHOR PER ELEVATIONS BY OTHERS SUBF7T uk 9Y OTHERS 1/4' MAX. rSHIM AT EACHANCHOR L OETAIL 2 ON SHEET 9 SECTION o i SCALE 1/2 FULL 6 i GUANO OETAQy i ON SHEET 9 E%TERIOR ' 1 SHEET 9 SECTION E, GALE 1/2 FULL 6 ilF 1I 1 A'... AZ1NG 9 ON 9 1 EXTERIOR SECTION SCALE: 1/2 FULL 7 1/4' MAX. SHIM AT MH ANCHOR J II` SUSSTRAtE By <STHERS l SECTION SCALE 1/2 FLJIX 7 1/1'. MAX. SHIM At EACH --I ANCHOR 8Y OTHERS 1 FRAME ANCHOR PER ELVAT&S ONLY WITH MULLION 18' SEE• (LIAZlT16 OET111L• OR b ON SHEIET R MULLION EXTERIOR I `SEALANTS BY OTHERS SECTION SCALE: 1/2 FU 1 7 4 29 REQUIRED ONLY WITH WON D' SECTION G SCALE 1/2 FULLe 36 J7 39 SEE GLAZNG DETItlL b ON SHEET 9 1 ACTION K EXTERIOR SCALE: 1/2 FULL 7 J I/4' MAX. SHIM AT EACH ANCHOR SEE GLAZING ll SEE GLAZINGAUTD01 OETNL 8ONGLAZNGSEEGUIZ111GHONLIONDETAIL• 1 OR 5 9 Ef 9 ON SHEET 9 OSEALMIS EXTERIORFRAWtiVcHOR PER ELEVATIONS Y OTHERS S CTIQN CI SECTION v1 SCALEV 1/2 fLJ T SCALE: I/2 IUL1 7 J EXTERIORS 15 2 30 RED O ONLY FRAME ANCHOR WTIH MULLION 13 PER ELEVATIONSREQUIREDONLY ; C. $ .D, SEAIANTSWITHMULLION '0' SECTIONrJjBYSECTI2FULL ' Ste: 1/2 FULL OTHERS RED ONLY MULLION 'B' SEE GLAZING DETAIL 2 ON SHEET 9 s \ 31 a a FRAME ANCHOR PER ELEVATIONS BY OTAVS f SEE GLAZING ti / DETAIL' a nu SHEET ro IBSTRATE BY FRAMI HERS PER 1/4';MAX. SHIAANCH EACH I BY OTHEgj I SECTION _.. __.. _.. s M SCALE 1/2 FULL B sm BY 0 JCL DETAIL 8 ON MOON SHEET 9 SC &. 1/2 F6CL 8 SECTION t3 961/2 FULL 8 07HERS 1/ 4' MAX. SHIM AT EACH ANCHOR T THERS 1/ 4' MAX. SHIM AT EACN ANCHOR 1/ 4- MAX. ..i "::R SHIM AT EACN F' FRAME WIDTH (F.W.)- °o`iaum ANCHOR I FRAME ANCHOR PER ELEVATIONS K a13 SEE GLAZING 6 DETAIL8ON4 SHEET 9 58 7 1 SU85TRATE EXTERIOR BY OTHERS 4 SEALANTS SECTION N1 BY OTHERS SCALE 1/2 FULL B z BUTT MINCE GONORION) 3 9 SHIM4AT EACH FRAME WIDTH (F.W.) — s c4J m ANCHOR FRAME ANCMOR PER ELEVATIONS 8.. 13 ttcr 4 SEEGLAZING ON SO9g3 39 a31 IID a ac W Z, z 4Ids Su EXTERIOR 0 4 x ey6 63 wo SECTIN Nzz B- 1/ 2 FULL 8 S' GEAR HINGE PONORION) 3 3 83AI EE 9111111111I/ cc d N co a, z : 61,o- Z f ii ` 1 3 N l" sheer 1 a 1/a• i.1A1c SHIM AT.EAL;H f`- FRAME WIDTH (F.W,) — ANCHOR 9 FRAME ANCHOR PER ELEVATIONS l-) SEE GLAZIN 4 DETAIL 8 ON THIS SHEET 5 36 37 a 1 Jp NOR J SECTION N3 WRS SCALE: 1/2 FULL 9 OTHERS (PNOT HINGE CONORION) 1/4' MAX. SHIM AT _I FRIME WIDTH (F.W.) EACH ANCHOR - I i-FRAME ANCHOR PER ELEVATIONS 40 h 4 SEE41 a DETAIL eoI 81 THIS SHkiT INACTIVE LA_"' 1 EXTERIOR SECTION /1 j- J SEE GM I OPTIONS BELOW 59 E TFJLIOR 3 15 os'dNG G ma 5/8" MIN. SITE AS RREQU RED BLOCK GLAZING. DETAIL _1 SCALE: 1/2 FULL MAIL 8 ON MIS SHEET SEE GLASS 59 OPTIONS NELOW EXTERIOR 50 2 11 0 a5 4§ 5/8• MIN. BITE $tTnNG BLOCK AS REOIIREO GLAZING ETAIL 2 SCALE 1/2 FULL SEE CIA 1 OETAI6liON THIS 5HEET E9 GLASS RIOR 59IbP S BELOW r $/ 8• MIN. BITE 59 II SL TTING BLOCK SECTION AS REWIRED S DQW 995 SILICONE SCALE: 1/2 FULL 9 4 EACH END OF 6LAS5 STOP GLAZING OETAIL 3 SCALE: 1/2 FULL SCALE: 1/2 FIOLL SEE GlAS EXTER OR q, OPTONS BELOW r 3/5• MIN. 8RE \ tC1 e1SEALANTS - BY OTHERS POW 9QS SILICONE' LSETTING 9LOCN AS Af OUIREO ATEACIIENOOFGLASS STOP SCJI F• 1 2 FULL 59 SEE dL&S r OPT16N5 6CL•OWEXTERIOR143/ 8" MIN. BITE ie no W 095 DAZING OEGAIL 5 sit SCALE1/2 FULL USEO ONLY AT SHALLOW TO SHALLOW POCKET GLAZING. FIXED PANEL GLASS OPTIONS GLl s9 O0 ON 1: 1/4• TEMPERED CLASS G1A55 PTION 2: 1/4• HEAT STREWCTHENEO GLASS CLASS OPTION 3: 1 4• ANNEALED GLASS SEE - GLASS LOAD TABLE- ON SHEET 5 FOR GLASS LOAO RE99IREMENTS. NOTE: . GLASS SHALL MEET ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCWOING ALL AP? tJCABLE SAFETY REOUIREMENTS. 4 EE GLAZING oETAIL 6 ON 6 36 3 TNIS SHEET 1 SECTION a NOR 9, SCALE: 1/2 FULLSEE 3 o CLAM I r OPTIONS,86lOW uj RIOR i8 Rsu l 5/ 0° MIN. @RE 4 w a o n t GLAZING DMIL SCALE 1/2 FULL w St: E.G11159. I OPTIONS BELCIW 0 EX R_IO d z o 7/ 6" MIN, ME 17 5 6 7 6 z a Qd1 a OOW 995 SILICONE_. OOW 995 SEALANT ATEAgNEN9OFSILICONEGlAS§ STOP SETTING 9LOGX 4 t Q AS REOUIREO 3 2 G ING DETAIL 7 SCALE: 1/2 FULL c fi0 l T 1/4" TEMFENEO CLASSEX ` Uo•' WOE 1/2? MIN. SETTING CLOCK W44-4 AS REQUIRED or 1.750 o.oeo O1 FRW HAD 4.500 1.750 P.080 -j Q1 33,L SILL. JAMB OR MULLJON y 4.452 -{ 0.1ti8 - -2.000 A , 0.1 E O7 w TRANSOM MULLION USEO WITH SPANS UP TO 96") Q i-- 5.690 o.otioj V @ 0ERIMEIEf3 FILLER 3.580 n,oeo 13 FLAT FILLER 90.66t 0. 925o,d5o1.624 o•oso 17 L LAS5 STOPPOCKET18 am 4.150 0.718 0.125 23 TRANS_6M MULLION & D001R_liEAD END CLIP U51:D WT1H PART a6) 4.188 1:000 0.135 2g STEEL REINF. 4.452 1.750 0.e80 Q3 `` I.' II'' 4'4'^^' HORIZONTAL. MULIJ N 1.750 -- 0.009 t4. 500 REUOVE THIS AREA AT TRANaOMS4.452-1 0.580 -1 0.125 QOQEEN BACK DOOR JAMB/MUWON WITH SPANS UP TO 3.786 0.080 14 MLEd 4:875 1.750 0:094 NI SN NGREORMANCE 4.000 1.l zs °.1ss 0.125 26 DSO MQLUON&& 600' HEAD END CUP USED WITH PART 08) 3.82( 0. 62 Q.135 3.590 0 060 062 01.928 - 15 POCKS- t6 S STOP 4:452 1.750 0.094 0.125 0,125 1.750 o.oso I'---- 4.452 - WOft TRANSOM MULLION LIMITED TO 84- SPAN) O6 DOOR TRANS& MULUC UUITED TO 84' SPAN) 4.452 d:090 0.080 3,549 IM4 -1•/2" SILL ORMIZ. MULLION FlLl E 3 650 4.500 4.408 10142"-sihE JAMS .ON VFR]`. MULLION HALF 0.094 0.12511kk4.150 1. ae40.130.1$8 0 094 21 THANSOM MULLION ,& D001i 22 TRANSOM MULLION & DOOR HEAD END SHEAR SWCK HEAD END SH- BLOCK U$EO WITH PART /5) (USED WITH PART d7) I, 12.000 - 4.125 28 STEEL REINR. 11- 4,250 1:375 0.125 31 b00R_JAMB MULL END CONNECTOR CUP 0.094 - a.d08 -- SIDE JAML-0 ULU, M F 4 ILU No ..a cK 0.250 4,000 T 0 01.313 4.500 4.500 7.000 0.125 1 0 300 r-- 4.000 - 33 DOOR THRESHOLb I-- 2000 ---I 0.062 T 0.094 1.Q62 34 SAM II DQOR STOP 2.000 -J _l 00.125J 35 LCN DOOR STOP 4.500 3 W set;, 8 ti_ ri 3i id air 11 cem" ION 1lNenC11URU Norrs PAM 3,375 -- I 2.000 mere Klomin 1 1-- 3.563 0e Huron rs MW641Y T L MULLION mer76 AUW&NUM Jwe 16elAN m61- 6 IILYn6N 1.750 1.750 1.7501NMISWI -Ir WNIWW Mum" ro 6 • w we MULLION am-16 ALUVMI M (MULLION co ro e1• 0.125 0.,25 0.125 m ma-r6 Mw6xIII 611oN mu-76 Yw61W Ma MULLION GOU-i6 MII6661II oR "011661 of mats "1N°a"' ) CONTINUOUS HINGE DOOR O OORwtr. Mu wiF 66a1-m E.— 39 GON11N 10U5 HIN 40 INACTIVE DOOR u STILE (350 WIDE SnLE) f)OOR . STILE . (190 MEETING STILE (350oPPaer6oes-m µulm6lu I. E. 11AINYINUM 3.800 ---{ Ni1RR0— IN 1L F) V1 I1L 41 2. 12$ — 1. 750 0.125 . [MIT.1251.7501.75o 7su1 EO.i2$ @ ACTIVE DOOR MEETING 3 2,129 -- STILE ( 350 WIDE ST1LE1 43 36 BEVELED & PW 37 BEVELED &_ PIVOT 1. 72e 1. 724 0. 125 2.750 0. 125 3.500 JI L@ DOOR TOP I 1 0 44 DOOR rOR RAH ROW SSARROW 1LElsI 1 tao a1 a um re ( 350 WIDE S1 s7 rob- 0 AS411eLr MIm VM -- 1.724.--{ Se1m-ai 7dINAGV. IarlaErmlarnc s9 r.e7. wsaox cmar m mr WOR WEVIERMIG IDIOM 1WIo677e' a 041 6i1 oFM NYiC[ By F 017- 1 J PEII PAlel eY , P PPgr 6r KAblaim 65 667>< 1 rE gnu PNOr oM NAWNM r ua ar7sn °bar °" 3, 688 m - BYlaol -MNorIPwIx7WrNNo0.1 5 e7e59e1- 07e T t6o1 Nomr 6r a Nao air mho[ Imo 66 - mOErrtQ P cm mm d 1 - Imorxrt QVCE IGNI 166i _ 71 - C014HID Owm a Id A - KCUIUSUR Sep T an nXHIPAL 9CWE 46 LCN QOOR TOP 7e 1-1r. a • I,•' ' suers 1 PFA RAIL (350 WIDE 9 - a .1 r ss seer m - NO... x sA scar 1 7 PEN 29 sr® HINGE DOOR ALE 01DWE USIQU STILE 350 WIDE STILE) (190 NARROW SiLE) ALSO S19CLr ODOR 'LOCK STJW (ALSO SINGLE dodR LOCK SOLE) 1.724 1.7 4 0.125 3,875 0.112 7.500 — Ij 48 13AILR( 99 NARROW _ STILEI f___ I I 0. 8Q6 IUD`---; jUll UZ 330o 0.0' 47 60dR OTTOM 350 WIDE 51 POO- R U SS STQ I. 77.4 7. 125 8.250 49 9QQQ. COVER CROSS RA • 11 4F Florida Building Code Online I•:i..i.{•%`3`'S'J;.•.!•~','I 1' >>f vJ:l1,. 7i=t'•?l{)i'•. OCAS Home log In User Registration Mot Topks SubM t Surcharge Stall [S Fads bProduct Approval It r ', _ USER: Public User r P.•OdUCt Ansvctar Menv > Produet Or Aoolicogyn Search > Aonrxstion LLd > Application PetaU Voogs Page 1 of 2 NMI - ON. Publications FaC Staff . SCIS Site Map units Seam OFFICE FL # FUS868-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments PERMIT Archived Product Manufacturer Republic Doors and Frames Address/Phone/Email 155 Republic Dr. McKenzie, TN 38201 731) 352-1976 stevenh@Republicdoor.com Authorized Signature Hugueley Steven Steven h oRepublicdoor.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Intertek Testing Services NA, Inc. Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLISS68 R1 Eouiv ASTM E 1996 Eguivalencv Letter SS Ddf Product Approval Method Method 1 Option A bttn://www.floridabuilding.org/Dr/Dr ariv dtl.aspx?param=wGEVXQwtDquegl%2bT71%... 7/14/2017 0" lorida Building Code Online Page 2 of 2 Date Submitted 07128/2015 Date Validated 08/05/ 2015 Date Pending FBC Approval Date Approved 08/11/ 2015 Summary of Products FL # Model, Number or Name Description 15868.1 Republic DL Series Door and ME Series Frame DL418 Steel Flush Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Please refer to installation instructions, RDF012, and evaluation report, PER 3675, for further limitations of use. Certification Agency Certificate FL15866 R1 C CAC ATM Republic r,i 4 Single 11' odf FLI5868 R1 C CAC Reoublic Di. Series Door and M= Serles Frames - Windstorm Resistant - ATM ndf Quality Assurance Contract Expiration Date 12/21/2018 Installation Instructions FLISS68 RI 11 RDF0I2 SS 7015-07-31 odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15868 R1 AE PER3675 S 2075.07.31 Ddf Created by Independent Third Party: Yes 15868.2 Republic DL Series Door and ME Series Frame DL418 Steel Flush Door for HVHZ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Please refer to installation instructions, RDF014, and evaluation report, PER 3867, for further limitations of use. Certification Agency Certificate FL15868 R) C CAC ATM Republic 60 PSF Assembly Quality Assurance Contract Expiration Date 12/31/2018 Installation Instructions F115858 R1 11 RDF- 014 55 2015.07-31df Verified By: Hermes F. Norero, P.E. FL PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FLISS68 R1 AE R38o75520i5.07- 31.pdi Created by Independent Third Party: Yes Bade Nast Contact Us :: 2601 Blair Stone Road. Tallahassee m 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Convrioht 2007.2013 tte of Florida :; Privacy Statement :: Accessibility Statement :: gerund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response ro a public -records request. do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), FloridaStatutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emallsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick bare . Product Approval Accepts: L_! ® s7pa ( G Credit Card Safe INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t11161NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION INFORMATION AND ANCHOR LAYOUTS ON IAMBS AND SILL, REFER TO SHEET 6. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0,55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 & GROUT CONFORMS TO ASTM C 476. GROUT SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. REPUBLIC DOORS AND FRAMES DL418 STEEL FLUSH DOOR GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE,EXCLUDING HVHZ. ASTM E330-02 ASTM E1886-02105 ASTM E1996-03108 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X OR 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT FOR NON-HVHZ AREA. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. FRAME MATERIAL: STEEL 16 GA. (0.053") MIN. FY MIN. 45.7 KSI 7. DOOR MATERIAL: STEEL 18 GA. (0.045") MIN. FY MIN. 43.9 KSI 8. DESIGNATIONS "X" STANDS FOR THE FOLLOWING. X. OPERABLE PANEL 9. STEEL COMPONENTS SHALL BE COATED OR PROVIDED WITH CORROSION RESISTANCE PROTECTION IN CONFORMANCE WITH THE MATERIAL PROTECTION PROVISIONS OF THE CURRENT FBC. 30.ALTERNATE LOCKING AND OPERATING HARDWARE MAY BE USED SUCH THEY ARE CURRENTLY APPROVED UNDER A SEPARATE APPROVAL. INSTALLATION SHALL MAINTAIN THE MINIMUM REQUIREMENTS & LIMITATIONS OF USE OF THE SEPARATE COMPONENT APPROVAL AND THE DETAILS HEREIN. THE LESSER DESIGN PRESSURE AND RATING OF THE COMPONENT APPROVAL AND APPROVAL HEREIN SHALL GOVERN. DESIGN PRESSURE RATING O.A. SIZE/ CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 100" X 98" 60/-60 PSF XX) W/O WATER SMALL & LARGE MISSILE 52 X 98" 60/-60 PSF X) INFILTRATION IMPACT RATED 40" X 86" 114/-114 PSF X) STEEL DOOR CONSTRUCTION: THE OVERALL PANEL THICKNESS IS 13/4 INCH THICK. THE DOOR HINGE AND LOCK CHANNELS ARE 0.620" LEG X 1.677" WIDE X 0.062" LEG X 94.875" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") COLD -ROLLED STEEL. THE DOOR TOP AND BOTTOM END CHANNELS ARE 0.620" LEG X 1.677"WIDE X 0.62"LEG X 47.5631, AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") COLD -ROLLED STEEL. THE DOOR SKINS / FACE SHEETS ARE CONSTRUCTED OF 18 GAUGE (0.045") COLD -ROLLED STEEL AND ATTACHED TO THE END, HINGE AND LOCK CHANNELS. THE DOOR CORE IS CONSTRUCTED OF TYPE 99-0-3/4 KRAFT PAPER HONEYCOMB CORE AND ATTACHED TO THE FACES WITH GLUE. THE DOOR HINGE REINFORCEMENTS ARE 1.375" WIDE X 4.5" LONG X 0.132" THICK AND ARE CONSTRUCTED FROM 9 GAUGE (0.132") COLD -ROLLED STEEL. THE MORTISE DOOR LOCK REINFORCEMENTS ARE 1.677" X 6" X 14" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL. THE SURFACE BOLT REINFORCEMENTS ARE 1.677" X 6" X 18" AND ARE CONSTRUCTED FROM 14 GAUGE 0.072") FORMED STEEL. THE RIM EXIT REINFORCEMENTS ARE 1.677" X 6" X 14" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL. THE SVR LOCK REINFORCEMENTS ARE 1.677" X 6" X 93.625" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL. THE CLOSER REINFORCEMENTS ARE 1.677" X 6" X 18" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL. THE DEAD LOCK REINFORCEMENTS ARE 3" X 2.S" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") FORMED STEEL. THE CYLINDRICAL LOCK REINFORCEMENTS ARE 3" X 2.5" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") FORMED STEEL. THE DOOR SURFACE BOLTS ARE IVES MODEL 360 SURFACE BOLTS LOCATED AT THE TOP AND BOTTOM MEETING EDGE CORNER OF THE INACTIVE LEAF. FRAME CONSTRUCTION: THE DOOR FRAMES ARE CONSTRUCTED FROM 16 GAUGE (0.053") COLD -ROLLED STEEL. THE CORNERS ARE MITERED KNOCK DOWN MECHANICALLY FASTENED. THE DOOR FRAME CORNER REINFORCEMENTS ARE KNOCK DOWN. THE DOOR FRAME HINGES ARE S. PARKER 4.5" X 4.5" X 0.134" FULL MORTISE BUTT -TYPE STANDARD WEIGHT HINGES. THE DOOR FRAME HINGE REINFORCEMENTS ARE 7.50" LONG X 1.625" WIDE AND ARE CONSTRUCTED OF 9 GAUGE (0.132" MIN.) COLD -ROLLED STEEL. THE DOOR FRAME HEADER SLEEVE REINFORCEMENTS ARE 5.6875" X 96" AND ARE CONSTRUCTED OF 14 GAUGE (0.072") FORMED STEEL. THE DOOR FRAME BASE ANCHORS ARE 1.875" X 1.875" AND ARE CONSTRUCTED OF 16 GAUGE (0.053") FORMED STEEL. THE DOORFRAME MULLION REINFORCEMENTS ARE 5/8" BAR STOCK 4.0" X 1.511. THE DOORFRAME SURFACE BOLT REINFORCEMENTS ARE 1.5" X 1.5" 3 GAUGE STEEL ANGLES. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 SURFACE VERTICAL ROD ELEVATIONS & DETAILS 3 RIM EXIT DEVICE ELEVATIONS & DETAILS 4 CYLINDRICAL W/ DEADLOCK ELEVATIONS & DETAILS 5 MORTISE LOCK ELEVATIONS & DETAILS 6 ANCHORLAYOUT 7 VERTICAL SECTIONS 8 HORIZONTAL SECTIONS 9 CORNER ASSEMBLIES & COMPONENTS 10 BILL OF MATERIALS 11 COMPONENTS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.07.31 13:51:27-04'00' WHERE WATER INFILTRATION IS REQUIRED, UNIT SHALL BE INSTALLED AT A LOCATION PROTECTED BY AN OVERHANG SUCH THAT THE OVERHANG (OH) RATIO = OH LENGTH/OH HEIGHT IS > 1 me, bile doors -frames 155 REPUBLIC DRIVE MCKENZIE,TN 38201 PH: (800) 7"-3667 FX: p31) 352.2556 ix O 00 OAn Z'6 NZ0O H cam J F-Z 0u CLLU W NZ m b mZco N Z LU OZH H o Z00 Q CL co LLi Z3co LU 00 d M Q NN 0 T m vJ Z O H o U, I/1 H w H a i o u W v D1L wN0 1 a CD a co a a rP%bF012 ti = Z= IL151Z SHEET: 1 OF 11 100.00" MAX. UNIT WIDTH TYPICAL HINGE LOCATIONS 2.00" 48.00" MAX. 48.00" MAX. 2.00" PANEL WIDTH PANEL WIDTH 2 4 4 2 96 6' 30.50' \.Z/ MAX. a — PANEL 56.00"* HEIGHT I N UI HE: E 6 7 6I I 6C 6C I 9 6 I ACTIVE K I I ACTIVE i 8 i I 6D - i 9 I 8D le 20 8D 6B 7 68 9E M UI HE: 52.00" MAX. UNIT WIDTH TYPICAL HINGE LOCATIONS 2.00" 48.00" MAX. 2.00" PANEL WIDTH 96 00" 30.50"* MAX. Q— PANEL 56.00"* HEIGHT I ACTIVE I c dblic doors • frames 155 REPUBLIC DRIVE MCKENZIE, TN 38201 PH: (B00)799-3667 FX: (731) 352-2556 O co O- Z.o jCYQj uo H n0,1vimM O= U— XLL1 W W O j: w F- a co Z H cu a Ix LU W- aazp i d z H 0 a 9- 1 LL co w INC n V) 7 7 Z ELEVATION DOUBLE ELEVATION SINGLE C) H z SURFACE VERTICAL ROD SURFACE VERTICAL ROD In o p OUTSWING DOOR - INTERIOR VIEW) OUTSWING DOOR - INTERIOR VIEW) H H v DETAIL R INTERIOR DETAIL A GROUT FILLED GROUT FILLED INTERIOR DETAIL C W lu G O EXTERIOR EXTERIOR 7r EXTERIOR DETAIL A EXTERIOR DETAIL B HINGE SCREWS INTERIOR`` 4.' 1` 19 10 9A6D f 9D L LOCK STILE EXTERIOR DETAIL C v O m co N Qom` Y= uZ DWG #: RDF012 SHEET: 2 OF 11 TYPICAL HINGE LOCATIONS 98.00" MAX. UNIT HEIGHT HCKR022 MULLION CAP W/ (4)1/4 - 20 MACHINE SCREWS OPTIONAL) HC822 STEEL MULLIONS ASTM-A500 STEEL GRADE B OR HIGHER STRENGTH MATERIAL) W/ (4) # - 20 SS FLAT HEAD SCREWS FULLLENGTH STEEL MULLION REINFORCEMENT 1018 COLD DRAWN - 2 1/2" X 1 1/2" BAR STOCK MULLION STEEL BASE W/ 2) 3/8" X 2 1/4" HILTI KWIK BOLTII EXPANSION ANCHORS W/ 1 5/8" EMB. INTO CONCRETE d (1)1/4 - 20 SET SCREW 100. 00" MAX. UNIT WIDTH 2. 00 r 48. 00" MAX. 48.00" MAX. „ PANEL WIDTH PANEL WIDTH o o r- 2. 00 o 0 822 MULLION CAP W/ (1) N-- 20 SET SCREW (4) 1/ 4 -20 MACHINE SCREWS 1/ 4 ELEVATION DOUBLE 14. 00" s 2.00" 0" HCF 2100 RIM EXIT DEVICE W/ HC822 MULLION OUTSWING DOOR - INTERIOR VIEW) DETAIL C INTERIOR DETAIL B HCF 2100 HCF 2100 1 1/ 4 - 20 4ACHINE EXTERIOR HC822 MULLION DETAIL EXTERIOR DETAIL B 52. 00" MAX. UNIT WIDTH TYPICAL HINGE LOCATIONS 2.00" 48. 00" MAX. 2. 00" PANEL WIDTH 96 00" 30.50"k \lf-/ MAX. PANEL 56.00"* HEIGHT I EXTERIOR DETAIL C HINGE SCREW ACTIVE ELEVATION SINGLE RIM EXIT DEVICE OLITSWING DOOR - INTERIOR VIEW) INTERIOR DETAIL D HCF 2100 EXTERIOR r ironrnn--, EXTERIOR i DETAIL D 1lc udlic doors - frames 155 REPUBLIC NUVE MCKENZTE. TN 38201 PH: ( 800) 799-3667 FX:(731)352-2556 O z O rn p Zoo QU) W N 1, M u) M a = LU 1j u LUu JW o.a coZHm mW N F~-1 CO X n cC nZ H H Z w N a- co...1 LLi p cc W CL c0 d— ol Q+ w 1— Q 0 9 V) Z 0 Z v) F— H H W Ln iy 93 Lu ro n 4 a n Ln a ter• o • O L1- H- 1u cy; j 3 1-7 DWG #: RDF012 SHEET: 3 OF 11 9 A U HE UNIT WIDTH TYPICAL HINGE LOCATIONS 2 00" 48.00" MAX. 48.00" MAX. PANEL WIDTH PANEL WIDTH 2 4 g 4 2 5.0011* z 1 LW--i 96.00" 30.50"* 9 6 7 i 6 W MAX. 1 6D PANEL 56.0011* HEIGHT ACTIVE R INACTIVE 81.50"* f 23 1.001, BC I I I iAX. NIT F— 6 8B t 6D 6CI CGHT T Q M J I 24 I j 8 8 B 8 20 9-0 ELEVATION DOUBLE CYLINDRICAL LOCK WITH DEADLOCK OUTSWING DOOR - INTERIOR VIEW) w r.. w T ITG Tn wrr r n EXTERIOR INTERIOR``.`\\ i BB BC 14 16 BE 1 DETAIL B 1 cpcmlic 52.00" MAX. doors -frames UNIT WIDTH TYPICAL HINGE LOCATIONS 11 48.00" MAX. „ 2.00 2.00 PANEL WIDTH 2.00 2 q 155 REPUBLIC DRIVE MCKENZIE.TN 38201IPH:(800)799-3667 FX:(731)352-2556 1 5.00"* I--------- T--------- DJ M UI S P L HE: 3 8 B 8 96 00" 30.50"* \Z/ MAX. I Q— PANEL 56.00' ACTIVE ELEVATION SINGLE CYLINDRICAL LOCK WITH DEADBOLT OUTSWING DOOR - INTERIOR VIEW) GROUT FILLED GROUT FILLED DETAIL D INTERIOR i EXTERIOR INTERIOR``. 12 HINGE SCREWS f2 1g 6C 10 19 i EXTERIOR DETAIL C 1 INTERIOR` EXTERIOR DETAIL D o Y lM m Y O H Z o Lu Om X U. 3u, cad 1 -j Z w Hp m m Q HNm m N z> Z W Wof Q 3Q~ 1-I ' Z r°n Fr''11w i W cMD lic o co co W C m ix m Z Q14 3tiI uZ A3 0 V V) DWG #: ROF012 SHEET: 4 OF 11 91 N U HE UNIT WIDTH TYPICAL HINGE LOCATIONS 2 00" 48.00" MAX. 48.00" MAX. PANEL WIDTH PANEL WIDTH 2 4 gE 4 2 5.00°*-- H J Z I V 96.00" 30.50"* 9 9 6 66 MAX. 1 6 9 6 PANEL 56.0011* 6D HEIGHT ACTIVE INACTIVE 81.50"* U B I I.00" 22 m I iAX. L NIT IGHT T Q M J I 8 8 8 8 20 6D g 6B - 6B ELEVATION DOUBLE MORTISE LOCK WITH DEADLOCK OUTSWING DOOR -INTERIOR VIEW) DETAILD INTERIOR DETAIL T \ m INTERIOR EXTERIOR i 52.00" MAX. UNIT WIDTH TYPICAL HINGE LOCATIONS " 48.00" MAX. „ 2.00 2.00 PANEL WIDTH 2.00 2 4 4 1 15. ---- r j--- ---- to 9E N UI S P L HE'. B 8 8 B EXTERIOR DETAIL C DETAIL D 96 00" 30.50"* \'/ MAX. 1O— PANEL 56.00"* HEIGHT I HINGE SCREWS ACTIVE ELEVATION SINGLE MORTISE LOCK WITH DEADLOCK OUTSWING DOOR - INTERIOR VIEW) INTERIOR /— DETAIL E EXTERIOR i--TAITC TA``\ EXTERIOR - - ---i DETAIL E 1lcpcbllc doors -frames 155 REPUBLIC DRIVE MCKENZIE,TN 39201 PH: (600) 7"-3667 FX V31) 352.25% en O z j to JuWiH Vim"° aOva LL XQ w at <i W 'D C° kb cc qc H ~ o° f in ozQ 00 ex W 0 F1 CSC a H 'd m Lu 0 a 00W ,^ Ix C `OM a w Q 0 Im f_.........._ Ln 01 00 o mZ _N 11 3 ' _= tjz r"", o V V) DWG #: RDF012 SHEET: 5 OF 11 100.00" MAX. 4.00" MAX. FROM UNIT WIDTH CORNER TYP 98.00" 22,50" MAX. MAX. UNIT O.C. HEIGHT FIVE (5) 3/8" DYNABOLT SLEEVE ANCHORS OR FIVE (5) 3/16" WIRE ANCHORS PER JAMB DOUBLE DOOR ANCHOR SPACING FOR MASONRY SUBSTRATE SINGLE DOOR SIMILAR 4.00" 8.50" FROM DETAIL W CORNER TYP EXTERIOR 2.5" MIN. EDGE DISTANCE 3000 PSI MIN. CONCRETE TWO (2) 3/16" ITW NOTE: JAMB CORNER BASE PLATE IS ONLY USED FOR NEW CONSTRUCTION AND I5 NOT POSSIBLE FOR EXISTING CONSTRUCTION. IN LIEU OF BASE PLATE ANCHORS ADD ONE (1) ADDITIONAL 3/8" DYNABOLT SLEEVE ANCHOR INTO MASONRY OR 3/8" LAG BOLT INTO WOOD SUBSTRATE ON JAMBS FOR EXISTING CONSTRUCTION. WELDED -ON BASE ANCHOR DETAIL W JAMB CORNER BASE PLATE ADDITIONAL BOLT IN LIEU OF BASE PLATE FOR EXISTING CONSTRUCTION ONLY SEE NOTE BELOW DETAIL "W") 12" MAX. 6.00" MAX. D.C. TYP. FROM CORNER TYP SILL 1/4" ITW TAPCON INSTALLATION ANCHOR W/ 1 1/4" MIN. EMBEDMENT 5.00" 1/4" ITW TAPCON INSTALLATION ANCHOR W/ 1 1/4" MIN. EMBEDMENT VINYL BULB (PEMKO 588) PEMKO 2001 THRESHOLD INTERIOR 0.50" 1.25" MIN. d EMBEDMENT f THRESHOLD DETAIL (SILL) Fv : 9860 PSI 3/16" DIA. WIRE (STEEL ASTM-A653) --i x B-3/4"LONG WIRE MASONRY ANCHOR APPLICATION MINIMUM CONCRETE STRENGTH AT SILL AND JAMB: 2700 PSI. FOR NEW CONSTRUCTION ONLY) lo WIRE ANCHOR LENGTH 8.75" 100.00" MAX. 4.00" MAX. FROM UNIT WIDTH CORNER TYP 18.00" MAX. 98.00" O.C. 2.2511 MIN. MAX. UNIT SIX (6) 3/8" LAG BOLT HEIGHT ANCHORS PER JAMB DOUBLE DOOR ANCHOR SPACING FOR WOOD SUBSTRATE SINGLE DOOR SIMILAR) ADDITIONAL BOLT IN LIEU OF 4.00" BASE PLATE FOR EXISTING CONSTRUCTION ONLY SEE NOTE BELOW DETAIL "W") 1 8.00" FROM DETAIL W CORNER TYP 12" MAX. 6.00 MAX. O.C. TYP. FROM CORNER TYP SILL #12 WOOD SCREW INSTALLATION ANCHOR W/ 1 1/2" MIN. EMBEDMENT PREPARED OPENING CHANNEL ANCHOR MINIMUM CONCRETE STRENGTH AT SILL AND JAMB: 3000 PSI. FOR USE WITH 3/8" X 5" DYNA SLEEVE BY REDHEAD/ITW MIN. 2000 PSI GROUT FILLED (SEE INSTALLATION NOTE 9, SHEET 1) & S'- REINFORCING BAR AS REQUIRED BY CODE ANCHOR OPTIONS MIN. 2000 PSI GROUT FILLED (SEE INSTALLATION NOTE 9, SHEET 1) A STEEL REINFORCING BAR AS REQUIRED BY CODE TWIST -IN PREPARED PIPE ANCHORS TACK WELDED INTO PLACE FOR USE WITH 3/8" X 5" DYNA SLEEVE BY REDHEAD/ITW Marv. 2000 PSI GROUT FILLED (SEE INSTALLATION NOTE 9, SHEET 1) & STEEL REINFORCING BAR AS REQUIRED BY CODE lie doors -frames 155 REPUBLIC DRIVE MCKENZIE,TN 38201 PH: (800) 7".3667 FX: (731) 352-2556 CC O 00 O ki 0Hoo Na= m ti Jix tj V W p CA W 00 Zm N Z t~ nQ 30 Lu QH QH CL qx Cu LLI A3 1 Lu 00 d 0 Im o L: M P. a I m a d 00 1 T oD CSC OD Z Q Zti =_ z DWG #: RDF012 SHEET: 6 OF 11 IEXTERIOR 8D DEVICE HEAD COVER d PUSH BAR VERTICAL ROD 6 INTERIOR INTERIOR EXTERIOR 98.00" MAX. UNIT HEIGHT 1/4" ITW WITH 1.25" MIN. EMBEDMENT INTO CONCRETE VERTICAL SECTION K-F--- VERTICAL ROD INTERIOR 98.00" MAX. UNIT HEIGHT VERTICAL SECTION RIM EXIT DEVICE 1/4" ITW WITH 1.25" MIN. EMBEDMENT INTO CONCRETE VERTICAL SECTION (-H-- CYLINDRICAL LOCK WITH DEADLOCK 98.00" MAX. UNIT HEIGHT 1/4" ITW WITH 1.25" MIN. EMBEDMENT INTO CONCRETE VERTICAL SECTION MORTISE LOCK WITH DEADLOCK Rc cW1c doors -frames 155 REPUBLIC DRIVE MCKENZIE.TN 38201 PH: (800) 799-3667 FX: (731) 352-2556 07 0 O Z C V) ca Ih L UJ 0X` DWLLJ CZi LU C1 mw m Z Q cc o V ixLU 0ZH au1J < Z 00 m LU 0 Ln c0 HH ., LUl w Q 40 V) Z O Z V H H U W N W Nip pV-0 %%4 E all iLio m mZ N 3 ti == v Z DWG #: ROF012 SHEET: 7 OF 11 HORIZONTAL SECTION 3.00" MIN. EMBEDMENT JAMB - CONCRETE/MASONRY WIRE ANCHOR 3/8" X 5" 0.75" MIN. LAG BOLT EDGE DISTANCE v__ - T I HORIZONTAL SECTION JAMB - 2X WOOD FRAME1\ 8 3/8" X 6" LAG BOLT 3.00" MIN. EMBEDMENT HORIZONTAL SECTION 3.00" MIN. EMBEDMENT JAMB - ZX WOOL) FRAME 3/8" X 6" LAG BOLT 3/8" X 5" 0.75" MIN. LAG BOLT EDGE ll --% I DISTANCE HORIZONTAL SECTION JAMB - ZX WOOD FRAME 3/8" X 6" LAG BOLT INTERIOR HORIZONTAL SECTION AV MORTISE LOCK WITH DEADLOCK INTERIOR HORIZONTAL SECTION 1 8 CYLINDRICAL LOCK WITH DEADLOCK ACTIVE rN--HORIZONTAL SECTION INACTIVE AU RIM EXIT DEVICE INTERIOR ACTIVE K HORIZONTAL SECTION INACTIVE 8 SURFACE VERTICAL ROD KV-- HORIZONTAL SECTION JAMB - CONCRETE/MASONRYAUWIREANCHOR 2.25" MIN. EDGE DISTANCE 10 CONCRETE/ GROUT FILLED MASONRY SEE INSTALLATION NOTE 9,SHEET 1) WIRE ANCHOR SEE SHEET 6 9 FOR DETAILS) REINFORCING REBA AS REQUIRED BY CODE M- 2.00" MIN. EMBEDMENT CONCRETE/ t GROUT FILLED MASONRY SEEINSTALLATION NOTE 9,SHEET 1) rS---N HORIZONTAL SECTION 8 JAMB - CONCRETE/MASONRY EXPANSION BOLT WITH PIPE AND STRAP 3/8" X 5" ITW/REb HEAD bYNABOLT SLEEVE EXPANSION BOLT 2.00" MIN. EMBEDMENT CONCRETE/ GROUT FILL MASONRY SEE ED 3/8" X 5" ITW/RED HEAD DYNA BOLT SLEEVE EXPANSION BOLT vv 2.25" MIN. EDGE DISTANCE 3/8" X 5" rTW/' 2.00" MIN. EMBEDMENT CONCRETE/ GROUT FILLED MASONRY RED HEAD DYNABOLT v (SEE INSTALLATION SLEEVE NOTE 9,SHEET 1) EXPANSION — BOLT 14 5- 6c 19 (12 la HORIZONTAL SECTION JAMB - CONCRETE/MASONRY EXPANSION BOLT W/ PIPE AND STRAP lkpmbllc doors -frames 155 REPUBLIC DRIVE MCKENZIE, TN 38201 PH:(800)799-3667 FX:(731)352.2556 00 z H >1 OR vi rn cl. 0 oc y LZ U im z -c Z w —1 4cotH0 z c :) LLi "O' c 0. ca Lu (30 cz 0% 0. <D M w qc 93 I, 1 00 0 p- co eC co Z 1 1 3: z DWG #: SHEET: F012 80FIl 16 GAGE 5 3/4" DEPTH FRAME WITH MITERED CORNER CONSTRUCTION WITH FOUR INTEGRAL TABS WHICH INTERLOCK THE JAMBS TO THE HEAD 14.31" - r 6.20" 22.73" 18.52" I - 14.13" --1 j I I' 14 GAUGE STEEL REINFORCING 6.08" DOOR FRAME+— EDGE PLATE AT LOCK STRIKE LOCATION DETAIL X LOCK REINFORCEMENT 3/16" DIA. WIRE (STEEL ASTM-A653) B-3/4"LONG WIRE MASONRY ANCHOR APPLICATION MINIMUM GROUT STRENGTH: 2000 PSI. WIRE ANCHOR DETAIL 4) DIMPLE BURR SIDE FOR 0.250 0.046±0.003 AND 0.375 DIA. HOLES SECTION A -A 1 96A 0.033 HEIGHT I f OF PROJECTION 122 ±.002 SPOTS 5/16" (A TYP TO MUST BE FLAT 5 5/8" — 31/32"—{-------- 5 5/8" — 4) DIMPLE 0.046±0.003 GAGE EDGE 2.045 11/4 I I..._ 5/16 1.023 r 5/16 1 5/8 i 3/16 DETAIL Z HINGE REINFORCEMENT e Republic T JI 3/16 343 1.336 r-- 2.673 1 3/8 71/2 R 3/16 (4) TYP. 11/4 625 0.250 MIN acpcWic doors -frames 155 REPUBLIC DRIVE MCKENZIE,TN 38201 PH:(800)799-3667 FX:(731)352-2556 00 GC QD to m" aw O> CI Wv CL ga U. N Z ix W < V1 CID W m N Z Z CO u j3 at w CO 0 CY H Z ro F1 a mwo 1 w 00 H q m V) Z O Z Lu Lu ii o r'# i LL C CA CY CO Z J N a» 3ti == NZo Ito DWG #: RDF012 SHEET: 9 OF 11 0 ti BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL MANUFACTURER 1 96" X 5.75" DOUBLE SWING JAMB PAIR OR SINGLE JAMB 0.053" STEEL REPUBLIC DOOR & FRAMES 2 96" X 5.75" FACE DOUBLE OPENING HEADER 0.053" STEEL REPUBLIC DOOR & FRAMES 2A 52" X 5.75" SINGLE DOOR HEADER 0.053" STEEL REPUBLIC DOOR & FRAMES 3 HINGE REINFORCING FRAME 0.132" STEEL REPUBLIC DOOR & FRAMES 4 HEADER SLEEVE REINFORCEMENT 14 GA. (.072") X 5.6875" X FULL LENGTH HEADER 0.072" STEEL REPUBLIC DOOR & FRAMES 5 BASE ANCHOR 1.875" X 1.875" 0.053" STEEL REPUBLIC DOOR &FRAMES 6A TOP CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL LENGTH DOOR PANEL WIDTH 0.053" STEEL REPUBLIC DOOR & FRAMES 68 BOTTOM CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL LENGTH OF DOOR PANEL WIDTH 0.053" STEEL REPUBLIC DOOR & FRAMES 6C HINGE CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL DOOR HEIGHT 0.053" STEEL REPUBLIC DOOR & FRAMES 6D LOCK CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL DOOR HEIGHT 0.053" STEEL REPUBLIC DOOR & FRAMES 7 NOT USED BA DORMA ML9953D OR SCHLAGE L900 MORTISE LOCK W/ DEADBOLT STEEL DORMA 8B DORMA CL753D OR SCHLAGE NO SERIES STANDARD LATCH STEEL DORMA 8C DORMA DB660D DEADLOCK STEEL DORMA BD HCF SURFACE VERTICAL ROD W/ PANIC DEVICE 2200 STEEL PRECISION BE IVES MODEL 360 SURFACE BOLTS STEEL IVES OF HCF RIM PANIC DEVICE 2100 (W/ HC822 MULLION DOUBLE DOOR) STEEL PRECISION 9A CONTINUOUS HARDWARE REINF. 14 GA. (0.072")1.677" X 6" X DOOR HEIGHT -11") 0.072" STEEL REPUBLIC DOOR & FRAMES 9B EXIT DEVICE REINFORCEMENT 14 GA. (0.072")1.677" X 5.313" X 14" 0.072" STEEL REPUBLIC DOOR & FRAMES 90 FRAME STRIKE REINFORCEMENT PLATE 14 GA. ANSI/ASA 4.875 0.072" STEEL REPUBLIC DOOR & FRAMES 9E CLOSER REINFORCEMENT 14 GA. (0.072") X 1.677" X 6" X 18" 0.072" STEEL REPUBLIC DOOR & FRAMES 10 DOOR SKINS FY=43.9 KSI MIN. 0.045"STEEL REPUBLIC DOOR & FRAMES 11 PEMKO 2001 THRESHOLD ALUMINUM PEMKO 12 DOOR HINGE REINFORCEMENT 9 GA. (0.132") X 7.5" X 1.625" 0.132" STEEL REPUBLIC DOOR & FRAMES 13 ANCHORS (SEE SHEET 5) 3/8" LAG BOLT, 3/8" DYNABOLT ITW/RED HEAD & 1/4" ITW VARIES ITW / RED HEAD 14 PEMKO 588 WEATHERSTRIP VINYL BULB PEMKO 15 ALL PURPOSE SILICONE CAULK SILICONE 16 INACTIVE LEAF ASTRAGAL 14 GA. (0.072") X 1.7" X FULL DOOR HEIGHT 0.072" STEEL REPUBLIC DOOR & FRAMES 17 CUT OUT REINFORCEMENT 0.053" STEEL REPUBLIC DOOR &FRAMES 18 41/2" X 41/2" X .134" THICK BALL BEARING TEMPLATE BUTT HINGES S. PARKER 19 HONEYCOMB CORE TYPE 99-0-3/4 (STEEL STIFF., POLY OPT.) REPUBLIC DOOR & FRAMES 20 SURFACE BOLT ANGLE REINFORCEMENT 7 GAUGE 0.175" STEEL ROCKWOOD 21 REESE 353A ALUMINUM DRIP CAP ALLOY 6063-T5 REESE 22 MORTISE LOCK REINFORCEMENT 14 GAUGE X 1.677" X 5.313" X 1411 0.072"STEEL REPUBLIC DOOR & FRAMES 23 DEAD LOCK REINFORCEMENT 16 GAUGE X 3" X 3" 0.053" STEEL REPUBLIC DOOR & FRAMES 24 CYLINDRICAL LOCK REINFORCEMENT 16 GAUGE X 3" X 2.5" 0.053" STEEL REPUBLIC DOOR & FRAMES 25 MULLION 2" X 3" PRECISION HC822 (A-500 GRADE B) STEEL PRECISION 26 MULLION REINFORCEMENT 1.5" X 2.5" (FULL LENGTH) STEEL PRECISION cc dlic doors -frames 155 REPUBLIC DRIVE MCKENZIE,TN 38201 PH: (800)799.3667 FX:(731)352.2556 ix O 00 M n 4 6 Z#Q 5 Z 1,4 > M pSLj a U, r,Z v j d LL OD UJ a in m N i LL ZQ a a mwo 00 r, Lu a M Q 0 ac 0 o1--.. m mZ 1n C Z 1-7Nz= H 3:N Z DWG #: ROF012 SHEET: 100F 11 a' OJAMB FRAME I- 2.588 ----4 0.625 2.25 5.75 oFA-oMAd-rTTT CHANNELS D2A HEADER FRAME a IVES 360 SURFACE BOLT 1.677 I -a 0.62 # 14 MACHINE T SCREWS 22 23 24 REINFORCEMENTS 6 1.677 PEMKO 2100 THRESHOLD 2.33" 12.00" 9INACTIVE LEAF ASTRAGAL 5 1.75 3.25 1.013 0.5 14 GA. j 1.7 L = FULL DOOR HEIGHT REESE 353A DRIP CAP 25 HC822 STEEL MULLION 0.75 --H 2.00" 1— (ASTM A-500) I NOTE: ALL DIMENSIONS 3.00" [[kGA. SHOWN ARE IN INCHES. 1,750T,- ;f 20 0.5T— \—YINYL REESE 353A ALUMINUM DRIP CAP WITH VINYL FLAP AT HEADER ALLOY 6063-T5) MULLION REINF. ccpuWic doors • frames 155 REPUBLIC DRIVE MCKENZIE.7W 3B201 PH:(8D0)799-3667 FX:(731)352-2556 co 00 Dom Z# j cC) oWv 9A REINFORCEMENT o a. m H m 0o 1" l Of H Z3 Z 'n m a m1.156 W a f 5.679 ui co d M a 1.626 w Q 5.75 6.358 m 6.5 Z O Z 5.679 1.499 ; ~ w LY o 1.66E41 -- 48— 1 —14 . I O 0.75 1. 1 56 L e zl! co op 5Z q co co 3ti == DWG #: RDF012 SHEET: 1 1 DF 1 1 Florida Building Code Online F TZ Page 1 of 1 t , A BW Home top in User Registration Hot Topics Submit Surcharge Stets 6 FaGs Publications FBC Staff =S Sde Map links Search b product Approval 1 USER: Public User Frodh:cl 4Dproysr Menu > PreduR nr 4DDlialion Search > Application List PERMIT /7- 1(ari Search Criteria Refine Search Code Version 2014 FL# OFFICE 5346.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Sparrh Results - Annliratinnc FL* Tvne Manufacturer Validatgd By 5La_"us FL5346-R3 Revision Vulcan Steel Structures, Inc. FL#: FL5346.1 Locke Bowden 334) 300-1800 Approved History Model: PBR Roof panel Description: 26 Ga. PBR Roof Panel over open framing Non-HVHZ Category: Structural Components Subcategory: Roof Deck npprvvev uy WO Mppmvisib uy worn stir ue revreww anu rouueo oy me rwh, anwor me wmmissron it necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: B50-487-IB24 The State of Florida Is an AAJEEO employer. Coovr)oht 2007-2013 State of Florida.:: Prlvacv 5tatement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records reques4 do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click h =. Product Approval Accepts: U h R;as E Ciedi! Card Safe http://www.floridabuilding.org/pr/Pi_app_lst.aspx 7/14/2017 Florida Building Code Online Page 1 of 2 BOS Home Log In User Registration Hot Topics submit Surcharge sots & Facts Publications FBC staff SOS SIZE Map Lima Search f]!iGi] re I •- :i Product Approval t USER: Public User Naluj" r ovroyal > Product or Poohotion SearcA > ADDRCA On Lest > Application Detail FL # FL5346-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Vulcan Steel Structures, Inc. Address/Phone/Email 500 Vulcan Parkway Adel, GA 31620 229) 696-7903 Ext231 jeffs@vulcansteel.com Authorized Signature Jeff Spradley jeffs@vulcansteel.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/27/2024 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL5346 R3 COI Letter of Certification -secured odf Standard Year ASTM E 1592 2005 FM 4471 1992 Method 1 Option D httD://www.floridabuildiniz.org/nr/nr ann dtl.aspx?naram=wGEVXOwtDgsHSnAT%2fM... 7/14/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/20/2015 04/24/2015 04/27/2015 06/23/2015 FL # Model, Number or Name Description 5346.1 PBR Roof panel 26 Ga. PBR Roof Panel over open framing Non-HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL5346 R3 11 PBR Structural Roof Panel NON HVHZ 2014 secured.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +50.OPSF/-165.OPSF Created by Independent Third Party: Yes Other: -45.0 PSF @ 5'-0' o.c. fastener spacing. +50.0 psf Evaluation Reports @ 5'-0" o.c. fastener spacing. -72.5 psf @ 5'-O" o.c. fastener FI5346 R3 AE PBR St: uctural Root Fanel 14014 HVHZ 2014 spacing. -165.0 psf @ 2'-0" o.c. fastener spacing. Install per vecured.ndl manufacturers details. Not for use in HVHZ Zones. I Created by Independent Third Party: Yes Bej: Neal Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-IB24 The State of Florida Is an AA/EEO employer Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.467.1395 `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick b=. Product Approval Accepts., U& Credit Cpid Safe httn://www.floridabuildinL7.org/nr/or ann dtl.asnx?naram=wCTFVXOwt.Dn.HCnAT%?.fM 7/14/9017 af{ r11 Force Engineering &Testing Inc. i9530 Ramblewooll Drivc Humbic,TX 77338 Product Evaluation Report VULCAN STEEL STRUCTURES, INC. 26 Ga. PBR Roof Panel over open framing Florida Product Approval # 5346.1 R3 Florida Building Code 2014 Per Rule 61GZO-3 Method: 1—D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61GZ0-3.005(1)(d) NON HVHZ Product Manufacturer: Vulcan Steel Structures, Inc. 500 Vulcan Parkway Adel, GA 31620 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator• Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1— 4 S. ACE' a++i 6ENSF.a i No. 4491I3` L •n A • STATE OF : cr FL OIRI I)!*."* cow. ++ SS at> > 2sru 11.91 0 I f 1 L ```` FL# 5346.1 R3 April 22, 2015 Force Engineerinb & Testinb tnc. 19530 Ramblcwnnd Drivc Humblc,TX 77338 Code Compliance. The product described herein has demonstrated compliance with The Florida Building Code 2014, Section 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards. The product described herein has demonstrated compliance with: ASTM E 1592-05 Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. FM 4471-92, Foot Traffic Resistance Test. Reference Data: 1. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 155-0258T-08, dated 07/22/2008 2. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 155-0300T-11, dated 01/04/2012 3. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 155-0336T-11A, Dated 01/04/2012 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. FBC Organization # ANE ID: 1920) Test Standard Equivalency: The ASTM E 1592-01 test standard is equivalent to ASTM E 1592-05. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92, Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. ACE E 44, b.44li1S A .* .. %• STATE OF : a Z ; se.dreer fs • .. 4 CA6 4 1 1 tti 1 00 FL# 5346.1 R3 April 22, 2015 j{ Force End neerinb & Testing Inc. 19330 Ramble -wood Drive Humbla,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014, Section 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ASTM E 1592-05 Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. FM 4471-92, Foot Traffic Resistance Test. Reference Data: 1. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization ft TST-5328) Report No. 155-0258T-08, dated 07/22/2008 2. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization q TST-5328) Report No. 155-0300T-11, dated 01/04/2012 3. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization q TST-5328) Report No. 155-0336T-11A, Dated 01/04/2012 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. FBC Organization fl ANE ID: 1920) Test Standard Equivalency: The ASTM E 1592-01 test standard is equivalent to ASTM E 1592-05. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. 011111181, J. O CENSF+i t A • STATE OF : a Z sssarnms i S • • V1 , O N ``,` 1 1 + , FL# 5346.1 R3 April 22, 2015 I{ Force Engineering & Testing Inc. 19530 Rumblewood Arica Humble,TX 77338 Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steel, and Chapter 16 for structural loading. 111 s1irir# O CENSF'' o ' STATE OF ; see. rre 'y, • • •'. , CD6 FL# 5346.1 R3 April 22, 2015 1 1/4" VULCAN STEEL STRUCTURES, INC. 26 GA. PBR ROOF PANELS 36" PANE 12"-1Y-12' FASTENER PATTERN t2" 1" 1 X 7/8 LAP SCREW 12" •1220 12- 14 x 1. 1/4.' HWH w/ SEALER WASHER TAPE SEALANT SLOPES LESS THAN 3:12 PANEL 7"-5'-7'-5"-7" FASTENER PATTERN 1/ 4-14 X 7/8 LAP SCREW g• 7" g" 7^ 5- lie 7" . ® 20O.C. 12-14 x 1 1/4" HWH w/ SEALER WASHER TAPE SEALANT SLOPES LESS THAN 3:12 C,OA. 9ea'vtaFdae ' 90-la e3 C. 117O y, 11c' •GEN , o u c s K o ii b . O • 0 0 R'lv: lvRe°e Apri122, 2015 Flori;la Building Code Online +' Page 1 of 6 ti i •Professional1 1 DOS Home log In User Registration Hot Topi6 Submit Surcharge Slats 6 Facts Publbtloro FaC Staff acts Site Map Links Search b a • PProduct Approval USER: PoW User Product AAnorovat Menu > Application Detail OFFICE FL # FL5678-R3 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PERMIT # Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterneld@clopay.com Scott Hamilton shamllton®dopay.com Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Usting Intertek Testing Services NA, Inc. Gary Pfuehler Validation Checklist - Hardcopy Received Standard ANSI/DASMA 108 ASTM E330 Year 2002 2002 I affirm that then: are no changes in the new Florida Byilding Code which affect my product(s) and my products) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No • N/A Product Approval Method Date Submitted Method 1 Option A 02/26/2015 http://www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg3... 7/14/2017 Florida Building Code Online Page 2 of 6 Date Validated Date Pending FBC Approval Date Approved Summary of Products 02/26/2015 03/07/2015 Go to Page Q(0 0 0 Page 1/ 2 0 0 FL* Model, Number or Name Description 5678.1 01 W4-09 C-DSIE-11`173: 3201, Double -skin Insulated (exterior skin 27 ga. min.; interior 3203, 250, 25OG skin 27 ga. min.) WINDCODES W4 Sectional Door, up to 9'0" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant, N/A FL5678 R3 C CAC W4 C Ustmg Intertekj f Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the budding code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 II 101758-RevO9.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.2 02 W4-16 C-DSIE-1F173: 3201, 3203, 250, 25OG Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE® W4 Sectional Door, 9'2" to 16'0' wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W4 C Listing lntertek.Ddf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 11 101760-RevD7.Ddf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.3 03 W4-09 C-PAN-21`141: 692, 652V Steel Pan (min. 24 ga.) WINDCODE® W4 Sectional Door, up to 9'0" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with oroof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W4 C Listing Intertek pdF Design Pressure: +25 PSF/-32 PSF Quality Assurance Contra. Expiration Date Other. The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 11 101762-RevO9.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.4 04 W4-16 C-PAN-21`141: 692, 652V Steel Pan (min. 24 ga.) WINDCODE® W4 Sectional Door, 9'2" to 16'0' wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W4 C Listing Intertek odf Design Pressure: +24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 11 101781-RevO8.DdF windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC): Evaluation Reports Created by Independent Third Party: 5678.5 05 W4-12 C-DSIE-IF447: 3200, Double -skin Insulated (exterior skin 24 ga. min.; interior 3220, 240, 24OG skin 27 ga. min.) WINDCODE® W4 Sectional Door, up to 10'2" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of Inspection.odf Impact Resistant: N/A FL5678 R3 C CAC W4 C Ustino intertek.pdf http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg3... 7/14/2017 Florida Building Code Online Page 3 of 6 Design Pressure: +25 PSF/-28 PSF Quality Assurance Contract Expiration Date other: The OPTIONAL glazing available for this product 05/22/2028 meets the wind load requirements of the building code but IF,78R3 IIionn101687Rev09.odfuctions DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.6 I06 W4-20 C-DSIE-1F447: 3200, 3220, 240, 24OG Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-28 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 5678.7 07 W4-24 C-DSIE-1F447: 3200, 3220, 240, 24OG Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Double -skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE® W4 Sectional Door, 10'4' to 20'2' wide Certification Agenry Certificate FL5678 R3 C CAC Letter with oroof of contract and proof of insoection.pdf FL5678 R3 C CAC W4 C I j5tino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R3 11 101682-Rev08.001 Verified By: Intertek Testing Services NA, Inc Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODEO W4 Sectional Door, 20'4" to 24'2' wide Certification Agency Certificate Fi 5678 R3 C CAC Letter with proof of contract and proof ofinsoecbonj f FL5676 R3 C CAC W4 C Listing Intertek odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R3 li 103334-Rev03.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.8 08 W4-10 C-DSIU-2D477: 3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, COX22 Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE® W4 Sectional Door, up to 10'2' wide Limits of Use Certification Agency Certificate FL5678 R3 r rwr e,.e. , i i, mm f nr rnntract and O OOf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes of insoection.pdf Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF FL5678 R3 C CAC W4 C Listing lntertek.odf Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES FL5678 R3 it 104040-RevO2.odf Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC), Evaluation Reports Created by Independent Third Party: 5678.9 09 W4-12 C-PAN-IE458: 525, Ribbed Steel (min. 25 ga.) WINDCODE® W4 Sectional Door, 525V, 525S, 524, 524V, 524S, 520, up to 12'2' wide 520S, 225, 225S, 224, 224S, CSEST, CSST, C5ESV, C5SV, C5ESS, CSSS, C4ST C4SV, C4SS, COST, COSS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate 5678 R3 C CAC Letter with proof of contract and proof of inspection.odf FL5678 R3 C CAC W4 C Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R3 II 101856-Revll.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.10 10 W4-16 C-PAN-IE448: 524, Ribbed Steel (min. 24 ga.) WINDCODE® W4 Sectional Door, 524V, 524S, 520, 520S, 224, 224S, 12'4" to 16'2' wide C4ST C4SV, C4SS, COST, COSS http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg3... 7/14/2017 Florida Building Code Online Page 4 of 6 imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product neets the wind load requirements of the building code but DES NOT meet the impact resistant requirement for Nindborne debris regions. The product without glazing DOES omply with the impact resistant requirement for windbome lebris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof Df inUMalon.odf FL5678 R3 C CAC W4-C Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R3 11 101886-Rev22.21 Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party. 5678.11 11 W4-20 C-PAN-1E448: 524, Ribbed Steel (min. 24 ga.) WINDCODE® W4 Sectional Door, 524V, 524S, 520, 5205, 224, 2245, 16'4" to 2012" wide C4ST C4SV, C4SS, COST, COSS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency CertWIcate FL5678 R3 C CAC Letter ith proof of contract and proof ofIns pection.odf FL5678 R3 C CAG W4 C Usting Intertek D Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL5678- R3 11 102126-Rev09.pd1 Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678. 12 1W4-24 524C 50, 5205,224 .4,2245, Ribbed to 242` wimin. 24 ga.) WINDCODE® W4 Sectional Door, 2 C4ST C4SV, C4SS, COST, COSS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: + 25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions ( ref 1609.1.4 FBC). 5678.13 13 W4-24 C-AL-1F499: 902, 903, C2AL, C3AL Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: + 25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions ( ref 1609.1.4 FBC), 5678.14 14 W5-16 C-DSIE-1F447: 3200, 3220, 240, 240G Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: + 30 PSF/-32 PSF other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions ( ref 1609.1.4 FBC). Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof of inspection. odf FL5678 R3 C CAC W4 C Listing intertek.pdf Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FL5678 pe 11 10333a-Pe n ndf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Service Station WINDCODE® W4 Sectional Door, up to 242" wide Certification Agency Certificate FL5678 R3 C CAC Letter with Droof of contract and proof of inspection. pdf FL5678 R3 C CAC W4 C Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FL5678 R3 11 103332 R v 3 f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party. Evaluation Reports Created by Independent Third Party - Double -skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE® W5 Sectional Door, up to 16'2" wide Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof of insoection. odf FL5678 R3 C CAC W5 C Listino Intertek.p quality Assurance Contract Expiration Date Installation Instructions F 75 R3 11 20D040-Rev13,1212 Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.15 15 W5-2Z C-DSIE-1F447: 3200, Double -skin Insulated (exterior skin 24 ga. min.; interior 3220, 240, 240G skin 27 ga. min.) WINDCODE® W5 Sectional Door, 16'4" to 22'2" wide http://www. floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgsTDgv2o9Yg3... 7/14/2017 Florida Building Code Online Page 5 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-30 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof of rnspection.odf FL5678 R3 C CAC WS C Lisbn i Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R3 11 103320-Rev03.0df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party. 5678.16 W5-14 C-DSIU-1D477: 3717, M7, 3718, CM8, 3720, M20, r240U,3722,COX22 Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE® W5 Sectional Door, up to 14'2" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of inspection.0dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC WS C Listing Intertek.odf Design Pressure: +30 PSF/-34 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 11 104044-Rev02.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.17 17 W5-08 C-PAN-lE448: 524, 524V, 5245, 520, 5205, 224, 2245, C4ST C4SV, C4SS, COST, COSS Ribbed Steel (min. 24 ga.) WINDCODE® W5 Sectional Door, up to 8'2' wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of inspection.ndfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W5 C Listing Intertek.pdf Design Pressure. +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 11 101874-Revl2.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.18 18 W5-10 C-PAN-1E448: 524, 524V, 524S, 520, 5205, 224, 224S, C4ST C4SV, C4SS, COST, COSS Ribbed Steel (min. 24 ga.) WINDCODE® W5 Sectional Door, 8'4' to 102' wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5578 R3 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W5 C Listing Intertek.odF Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 11 101875-Revl l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.2.4 FBC). Evaluation Reports Created by Independent Third Party. 5678.19 19 W5-12 C-PAN-IE448: 524, 524V, 524S, 520, 5205, 224, 224S, C4ST C4SV, C4SS, COST, COSS Ribbed Steel (min. 24 ga.) WINDCODE® W5 Sectional Door, 10'4" to 122" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of insoection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W5 C Listing Intertek.odf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 0512112028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 II 101869-Revl l.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.20 120 W5-16 C-PAN-IE448: 524, Ribbed Steel (min. 24 ga.) WINDCODE® W5 Sectional Door, 524V, 524S, 520, 5205, 224, 224S, 12'4' to 162' wide COST C4SV, C4SS, COST, COSS http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg3... 7/ 14/2017 Florida Building Code Online Page 6 of 6 Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +32 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Go to Page l_7 d Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof of insoectlon.odf FL5678 R3 C CAC W5 C Ustinp Intertek.ndf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R3 II 101885-Revl4.odf Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Beck Nest O O Page2/20 0 Qgna .li9 :: 2602 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Conydght 2007- 013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant toSection455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Iftheyhaveone. The emalls provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with on email address which can be made available to the public. To determine If you are a licensee underChapter455, F.S., please Ulck here . product Approval Accepts: M M Gna Credii Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parwn=wGEVXQwtDgsTDgv2o9Yg3... 7/ 14/2017 4 I 3 .J. 2 1 1 NOTE: DOUBLE TRACK LOW MAX 12'-2" WIDE X 18'-0" HIGH HEADROOM, HI -LIFT TRACK, FOLLOW -THE -ROOF TRACK, MODELS AVAILABLE (CLOPAY/ HOLMES/ IDEAL) AND VERTICAL LIFT TRACK MODELS 524, 520/ 224/ C4ST, COST ARE AVAILABLE OPTIONS. 3" TRACK ALSO AVAILABLE. INSULATED MODELS 524S, 520S, 524V/ 224S/ C4SS, COSS, C4SV HORIZONTAL TRACK END HANGER BRACKET (SUPPLIED BY DOOR INSTALLER) CLOSES ROLLER CHANNEL. D Q INTERMEDIATE HANGER REQUIRED FOR DOORS IF HORIZONTAL TRACK DEFLECTION EXCEEDS 7CASTALUMINUM1/240TH OF THE DOOR HEIGHT CABLE DRUM --% , , , A I L GALV STEEL HORIZONTAL TRACK MIN. 14GA. GALVANIZED STEEL TRACK SECTIONS VERTICAL - .060 MIN I VERTICAL TRACK CAN BE EITHER BRACKET MOUNT, OPENING CONTINUOUS ANGLE OR HEIGHT REVERSE ANGLE TRACK. ALL TRACK BRACKETS AND TRACK CUPS ARE 12 GA. 24• TYPICAL GALV. STEEL. BRACKETS AND CTR-CTR CUPS ARE ATTACHED TO TRACK WITH EITHER TWO 1 /4' RIVETS OR ONE 1 /4" BOLT. 3 1/2 SIDE ELEVATI N STANDARD -LIFT TRACK DETAILS 18 GA. MIN. GALV. 18 GA. MIN. GALV. ENO STILE FASTENED TO CENTER STILE. DOOR SKIN WITH FASTENED TO DOOR TOG-L-LOC SYSTEM. SKIN WITH TOG-L-LOC SYSTEM. 14 GA. GALV. CENTER HINGE FASTENED WITH SECTION 2-2 4) #14x5/8' SHEET METAL SCREWS. Aimm-i E: F9w (BOTTOM) ANCHOR srAm G AT No MORE THAN NNAEF of THE YA1011llM ON -CORER DISTANCE HIGNEST ANCHOR ONSTALUL AT LEAST AS HIGH AS THE DOOR OPENING. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR WAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/DAASMA 108. SITE -SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE WIND 135 140 145 155 170 SPEED (MPH) EXPOSURE B, C, D B, C, D B, C H, C H CATEGORY MEAN ROOF HEIGHT 25' 15' 25, 15, 30' DOOR HEIGHT `A' NUMBER OF SECTIONS UP TO 8-0' 4 8'-3' THRU 10'-0' 5 10'-3' THRU 12'-0' 6 12'-3' THRU 14'-0' 7 14'-3' THRU 16'-0' 8 16'-3' THRU 18'-0' 9 WOOD JAMB ON CONCRETE CONCRETE 2,000 PSI MIN 2,000 PSI MIN CONCRETE CONCRETE 3/8' DIA. x 1-1/2' MIN. EMBED SLEEVE 1/4"x1-1/2' MIN. ANCHOR. WASHER INCL'D. EMBED SELF -TAPPING 22" MAX. O.C. CONCRETE ANCHOR. TO SECURE 2x6 JAMB 1' WASHER REQO. TO CONCRETE 19" MAX O.C. C PNK IF NEEDED. TO SECURE ANGLE 3 MIN. EDGE GIST, w TO CONCRETE 3' MIN. EDGE GIST. BRACKET MOUNT OR CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 /2 OR BETTER YELLOW PINE JAMB WITH REVERSE OR CONTINUOUS ONE 5/16'x1-5/8' LG. ANGLE MOUNT TRACK LAG SCREW PER BRACKET FASTENED DIRECTLY OR TRACK CUP LOCATION. TO CONCRETE 14 x 51W SNIEET METAL #14 x 5/5' SHEET ANAL SQNEWS OlY (4) ALDNG) 1/4' CITY (4) ADM CENTER OF EACH NINGEOF EACH HINGE 14 GAUGE14 GAUGE END HINGES p SELF TAPPING SCREW& CITY. (4) ALONG CORNY% OF EACH NINGE 3/16' MIN. MAY 'BACK - STEEL JAMB CONCRETE, BUT NOT REQUIRED. 1/8'x1" LONG FILLET WIELD (E6OXX ELECTRODE MIN.). WELD TO BE LOCATED VERIICAULY ON ANGLE AT 24" 12 GA GALV. REVERSECENTERAND1ANTACKORCONTINUOUSANGLEWELDTOE IN ANGLE AT MOUNT TRACK FASTENEDSAMESPACING. DIRECTLY TO STEEL JAME TIE= SELF -TAPPING SCREWS 3/16 MIN. STEEL JAMB MAY BE BACK -FILLED 1/4"x3/4' WITH CONCRETE, BUT SELF TAPPING NOT REWIRED FOR SCREW. SELF TAPPING SCREW. 24" MAX O.C. TO SECURE ANGLE TO STEEL JAMB. REVERSE OR CONTINUOUS ANGLE MOUNT TRACK FASTENED DIRECTLY TO STEEL JAMB. F^ 0 o I I // o/ REVISIONS REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 05 82/D3 12/2002 REVISED WINDOW TYPE, MODEL AVAILABILITY & CLOPAY TITLE BLOCK 06 C2 02/2003 REVISED FULL VISION REINFORCEMENT & ATTACHMENT 07 D4 10/2003 UPDATED JAMB ATTACHMENT INFO 08 05/2005 UPDATED CODE REF., SPECIFIED OPTIONAL ACRYLIC. 09 10/2005 ADDED ROLLER OPTION 10 11/2008 UPDATED JAMB ATTACHMENT; ADDED MPC. 11 02/2012 1 UPDATED WINDCODE CHART SECTIONS ARE 1-7/8' THK PANELS WILL FORMED. OF .022' MIN. HOT DIPPED GALVANIZING, ROLL FORMED STEEL. THE OPTIONAL GLAZING SHOWN ON THIS DRAWING MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES tW MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDSORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC) 0 0/1 OPTIONAL ALUMINUM FULL VISION /\ WINDOW LITE SECTIONS AVAILABLE / - 1/8' OSE1, 1/8" ACRYLIC, OR 1/4" WIRE) FULL VISION SECTIONS TO HAVE 2' X 2" X 1/8" L-ANGLE HORIZONTAL REINFORCEMENT. L-ANGLES ATTACHED TO THE REINFORCING RIB WITH N2UTS AT VERY HINGE LOCATION BOLTS AND 3" x 20 GA. GALV. STEEL U-BAR. TWO U-BARS PER DOOR SECTION. U=BARS ATTACHED AT EACH STILE LOCATION WITH TWO 1 /4" X 3/4" SELF TAPPING SCREWS. DOOR WIDTH, 12'-2' 3/8"xl-1/2' MIN. EMBED LAG SCREW 1-1 WASHER REO 24' MAX. O.C. TO' SECURE 2x6 W600 JAMB TO WOOD STR UCTURERE C'SINK IF NEEDED. I BRACKET MOUNT OR CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 /2 OR BETTER 1 YELLOW PINE JAMB WITH ONE 5/16'xl-5/8" LG. LAG SCREW PER BRACKET OR TRACK CLIP LOCATION! OPTIONAL INSULAT SEE MODEL EXPLA OPTIONAL ACRYLIC IS PLASKOLITE OPTIX, AN 1 APPROVED CC2 PLASTIC IN COMPLIANCE WITH IBC/FBC 2606. A OPTIONAL 24" x 6" POLYPROPYLENE SCREW TOGETHER TYPE DSB OR 1/8' ACRYLIC WINDOW LITES AVAILABLE. TWO POINT LOCKING REQ'O SECTI N 1 - 1 1 I BOTTOM SECTION REINFORCED WITH J TEMPERED ALUMINUM EXTRUSION WITH INTEGRAL RETAINER FOR FLEXIBLE VINYL ASTRAGAL 2' 10 BALL SHORT STEM STEEL ROLLER WITH STEEL OR NYLON TIRE STABLE TOP ROLLER BRACKET GA, GALV. STEEL, INSTALLED OOR WITH (4) #14 X 5/8' LG T METAL SCREWS 20-GA. U-BARS. (2) U-BARS ER SECTION. U-BARS TACHED AT EACH STILE LOCATION IH (2) 1/4" X 3/4" SELF -TAPPING TREWS. END HINGES OF MINIMUM 14 GA, GALV, STEEL, FASTENED WITH 4) #14 X 5/8' LG, SHT. MTL. SCREWS AND (4) 1/4'x3/4' SELF -TAPPING SCREWS. BOTTOM ROLLER BRACKET OF 13 GA. GALV. STEEIL, FASTENED WITH (4) 14 X 5/8' LG SHT, MTL. SCREWS DESIGN LOADS: +30 & -30 P.S.F. TEST LOADS +45 & -45 P.S.F. NE DESIGN OF THE v AIPPORTING STRUCTURAL LEMENTS IS THE RESPONSIBILITY MARK WEST FIELD, P.E. FLORIDA P.E. 048495. NC P.E. 023832, F THE BUILDING ENGINEER OR TEXAS P.E #91513 UZCHITECT OF RECORD. CLOPAY CORP. ALL RIGHTS RESERVED. Unless Stated otherwise TOLERANCES are 0 = *.031 00 = t.015 Cl8585 Duke BDul" Mason, OH 45040 US opayTel. No. 513-770-48( Buadn9 Products Company Fax No. 513-770-4&' DESCRIPTION: COMMERCIAL RIBBED DOOR, +, 000 = i .005 0000 = i.001 DRAWN BY: RJK DATE: 4/15 CHECKED BY: MWW DATE: 4/99 Degrees = * 1/7 JUnless Stated Otherwise DIMENSIONS ARE IN INCHES. Third Angle + _ Projection DWG. NO.: 101869 4 I 3 T 2 FLORROA PRODUCT APPROWAL 56780 CTURING PRODUCT CODE, IC- PAN-lE448 WINDWS LOAD RATING 30 PSF DESIGN LOAD I SCALE: NOTED DWG. R SHEET 1 OF 1 ISIZE L VER: IBC C C 19 ra Florida Building Code Online vfLi- CLAV'* 1% Page l of 1 A- OFFICE .?-;, - I SOS Hoe log In User Regiibstion Hot Topics Submit Surdlatge Sots a Fads Publications FBC gaff BCLSmSit Map Unts Search db3 o Product Approval 1} USER: Public User PERMIT # * 2 Fri;'-' url A.m oyB. Men. > Product or AoollraUon Search > Appl otion list Search Criteria Refine Search Code Version 2014 FL# 5335.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved For use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL- 1 Tvae Manufacturer Validated B Status FL5335- R3 Revision Vulcan Steel Structures, Inc. FL#: FL5335.1 Locke Bowden 334) 300-1800 Approved History Model: PBR Wall panel Description: 26 Ga. PBR wall panel over open framing Non- HVHZ Category: Structural Components Subcategory: Structural Wall VVI V yr v 11.....- Contact i/s :' 2601 Blalr Stone Road. Tallahassee FL 32399 Phone: BSO-487-2824 The State of Florida Is an AAIEEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Ahasslbility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send elMronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick baL. Product Approval Accepts: wraa + Credit Card Safe http:// www.floridabuilding.org/pr/pr_app_lst.aspx 7/14/2017 Florida Building Code Online Page 1 of 2 11'IL ti Ili BCIS Home • lop In user Registration Hot Topics SubmR Sur&arpe Stats S Faris Publications FBC Staff BM Ste Hap Unlc Search 4Product Approval USER: Public User o:oduU Ano:aval M-u > Product or Aool2aUon Search > Aoolication list > Application Detail FL # FL5335-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Vulcan Steel Structures, Inc. Address/Phone/Email 500 Vulcan Parkway Adel, GA 31620 229)896-7903 Ext231 jeffs@vulcansteel.com Authorized Signature Jeff Spradley jeffs@vulcansteet.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Structural Wall Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/27/2024 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FI 5335 R3 COI Letter of Certification-secured.odf 1709.2 Method 2 Option B htti)://vvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfftHd40 We8p... 7/ 14/2017 Florida Building Code Online Page 2 of 2 Date Submitted 04/20/2015 Date Validated 04/24/2015 Date Pending FBC Approval 04/27/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 5335.1 PBR Wall panel 26 Ga. PBR wall panel over open framing Non- HVHZ Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +50.OPSF/-165.OPSF Other: -45.0 PSF @ 5'-0' D.C. spacing. +50.0 psf 0 5'-0' o.c. spacing. -72.5 psf @ 5'-0" o.c. spacing. -165.0 psf @ Installation Instructions FL5335 R3 II PBR Structural Yvan Paget NON MV1iZ 2014 - secu. Ddf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FI 5335 a3 AE PBR Structural Wall Panel NOW HVH70014 secured.udf Created by Independent Third Party: Yes 2'-0" spacing. Installed per manufacturer details. Not for use in HVHZ Zones. Sad. Kest Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 950.487-1B24 The State of Florida Is an AA/EEO employer. Coovriaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address 11 they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. it you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: M3 ® W. Credit Card Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfftHd40We8p... 7/14/2017 FL# 5335.1 R3 Force End neering & Testing Inc. 19530 Ramble -wood Drive liumblc,TX 77.3.38 Product Evaluation Report VULCAN STEEL STRUCTURES, INC. 26 Ga. PBR Wall Panel over open framing Florida Product Approval # 5335.1 R3 Florida Building Code Z014 Per Rule 61G20-3 Method: 2 —B Category: Structural Components Subcategory: Structural Wall Compliance Method: 61GZ0-3.005(2)(b) NON HVHZ Product Manufacturer: Vulcan Steel Structures, Inc. 500 Vulcan Parkway Adel, GA 31620 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator• Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36127 Contents: Evaluation Report Pages 1— 4 J111111181,+ CEIr•SF< W. 40W STATE OF See.slms FS • CA , • V'' A April 20, 2015 r 11 L+ Force Engineering & Tesfing Inc. 19530 R:nnblvwood Drive 11umblc,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1709.2 Product Description: PBR Wall Panel, 26 Ga. Steel, 36" Wide, through fastened structural wall panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, panel material shall comply with Florida Building Code 2014 Section 1405.2. Yield Strength: Min. 80.0 ksi Panel Dimension(s): Thickness: 0.0185" min. Width: 36" maximum coverage Rib Height: 1-1/4" major rib at 12" O.C. Panel Rollformer: A.S.C. Machine Tools, Inc. Panel Fastener: Substrate Description: Design Pressures: 12-14 x 1-1/4" HWH SD with sealing washing or approved equal. Panel side laps fastened together w/ X-14 x 7/8" HWH SD w/ sealer washer at 20" O.C. Corrosion Resistance: Per Florida Building Code 2014. Min. 16 Ga. Steel Framing. Framing must be designed in accordance w/ Florida Building Code 2014. Table "A" Maximum Design Pressure: 45.0 psf 50.0 psf 72.5 psf 165.0 psf Fastener Pattern: 12"-12"-12" 12"-12"-12" 7"-S"-7"-5"-7" 7"-S"-7"-5"-7" Fastener Spacing: 5'-0" O.C. 5'-0" O.C. 5'-0" O.C. 2'-0" O.C. Design Pressure includes a Safety Factor = 2.0. E, E, tyo i i CENSF<'n i I N2.4 9 % 1 0. STATE OF a b,.r. •,IFS • , ORI•° ti . ON AL f.% FL# 5335.1 R3 April 20, 2015 T{ rTcena neeJr(ing & Testing; Inc. 19530 Rumblewond Drn c H umblc,T\ 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014, Section 1709.2 Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ASTM E 1592-05 Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. Reference Data: 1. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 155-0258T-08, dated 07/22/2008 2. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 155-0300T-11, dated 01/04/2012 3. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. FBC Organization # ANE ID: 1920) Test Standard Equivalency: The ASTM E 1592-01 test standard is equivalent to ASTM E 1592-05. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Shear Diaphragm: Shear diaphragm values are outside the scope of this report. 6 N•C E. e.:yG 1 CENSF!A% tV ••tw r' rA o • STATE OF ; rrrn k1 FL# 5335.1 R3 April 20, 2015 rFOTCe'EngjneeTing & Testing Inc. 19330 RambImnod Drive Humble,TX 77S39 Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for wall cladding wind loads. These component wind loads for wall cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steel, and Chapter 16 for structural loading. o Q ' 1 < iCEIY5ANi r 0. STATE OF 0 R I sum FL# 5335.1 R3 April 2 0 , 2 015 AC472 STEEL STRUCTURES, INC. I LETTER OF CERTIFICATION I VULCAN STEEL STRUCTURES, INC Job Number 25019-2 Customer Name: TOM DAVIS CONST. Job Location: SANFORD FL 32771 DATE: 9/25/17 DESIGNED BY: ZJM DETAILED BY: JDH CHECKED BY: ZJM DESIGN PARAMETERS COMMENTS BUILDING DESCRIPTION: NOMINAL WIDTH: 70 feet NOMINAL LENGTH: 90 feet EAVE HEIGHT, BACK S.W: 18 feet EAVE HEIGHT, FRONT S.W: 20.92 feet ROOF SLOPE, LEFT. 0.5:12 ROOF SLOPE, RIGHT: DESIGN LOADS BUILDING CODE: FLORIDA BUILDING CODE 5TH EDITION (2014) - BUILDING FRAME SELF WEIGHT: INCLUDED SNOW : ROOF DEAD LOAD: 2.000 psf FLAT ROOF SNOW LOAD Pf 0 psf COLLATERAL LOAD: 3 psi GROUND SNOW LOAD Pg 0.00 psf ROOF LIVE LOAD: 20.00 psf SNOW LOAD IMP. FACTOR 1.00 FRAME LIVE LOAD: 12 psf THERMAL FACTOR Ct : 1.00 SNOW LOAD, ROOF: 0 psi SNOW EXP. FACTOR Ce 1.00 WIND SPEED: (3 SEC GUST) 140 mph (Vult) 108.4 mph (Vasd) INTERNAL PRESSURE COEFF. : 0.18/ -0.18 WIND EXPOSURE: B CLOSURE 'C, 0, P" Closed RISK CATEGORY : II - Normal SEISMIC PARAMETERS SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME ANALYSIS PROCEDURE : EQUIVALENT LATERAL FORCE PROCEDURE SITE CLASS (ASSUMED) D SEISMIC IMPORTANCE: 1.00 SEISMIC DESIGN CATEGORY: AVP DESIGNED SPECTRAL ACCELERATION PARAMETER "SOS" - (SHORT PERIODS): 0.09 DESIGNED SPECTRAL ACCELERATION PARAMETER 'S01' - (1 SEC PERIODS): 0.06 MAPPED SPECTRAL RESPONSE ACCELERATION: "SS' - (SHORT PERIODS): 0.08 MAPPED SPECTRAL RESPONSE ACCELERATION: 'S1" - (1 SEC PERIOD): 0.04 SEISMIC RESPONSE MODIFICATION COEFFICIENT: 'R' - 3.5 SEISMIC RESPONSE-COEFFICIENT:-jGs % - - -------0:029-------r----- TOTAL LONGITUDINAL BASE SHEAR 1.43 TOTAL TRANSVERSE BASE SHEAR 1.54 DRAWING RELEASE HISTORY I DRAWING REVISIONS DATE SENTI REASON FOR RELEASE I REVISIONI DATE I BY I DESCRIPTION COVERING AND TRIM COLOR TABLE SHEETING ROOF PANEL: GAUGE PANEL TYP= COLOR 26 GA PBR PANEL Polar White WALL PANEL GAUGE PANEL TYPE COLOR 26 GA. PBR PANEL Polar White WALL TRIM COLOR: Polar White GABLE TRIM COLOR: Polar White FLORIDA PRODUCT APPROVAL NUMBERS WAVP LK000RS 3070/ 4070 IMPACT RATED WIND RATED do KNOCKDOWN OR PRE -ASSEMBLED FL17900.1 3070/ 4070 NON -IMPACT RATED WIND RATED do KNOCKDOWN OR PRE -ASSEMBLED FL17900.2 6070/ 8070 IMPACT RATED WIND RATED do KNOCKDOWN OR PRE -ASSEMBLED FL18463.2 6070/ 8070 NON -IMPACT RATED WIND RATED do KNOCKDOWN OR PRE -ASSEMBLED FL18463.1 R I D G E V E N T S 12" THROAT RIDGE VENT WITH 12' THROAT FL12805.2 6- 3/4" THROAT RIDGE VENT WITH 6-3/4' THROAT FL12805.5 9" THROAT RIDGE VENT WITH 9" THROAT FL12805.1 L O U V E R S FIXED GLASS ILOUVER WITH FLIXED GLASS FL12256.1 ADJUST. GLASS ILOUVER WITH ADJUSTABLE GLASS FL12256.2 R 0 L L U P D 0 0 R S 1100 SERIES MAX SIZE: 8'-8' X 14'-0" FLI2765.1 1100 SERIES MAX SIZE: 10'-0' X 14'-0" FL12765.2 3100 SERIES MAX SIZE: 12'-0" X 20'-0" FL12765.3 3100 SERIES MAX SIZE: 20'-0" X 20'-0" FL12765.4 750 SERIES MAX SIZE: 3'-O" X 12'-0' FL12675.5 750 SERIES MAX SIZE: 6'-0" X 12'-0' FL12765.6 750 SERIES MAX SIZE: 8'-8' X 12'-0" FL12765.7 750 SERIES MAX SIZE: 10'-0' X 12'-0' FL12765.8 ROOF PAVPNELS BATTENLOK FL11819.1 DOUBLE- LOK FL11819.2 LOKSEAM FL11819.3 SUPERLOK FL11819.4 ULTRA- DEK FL11819.5 7. 2 PANEL FL1519.1 PBU PANEL I FL11868.2 WAVP LL P A M E L S AVP PANEL FL11917.3 FW-120 PANEL FL11917.4 PBR PANEL FL5335.1 REVERSE PBR FL5335.1 SHADOWRIS PANEL FL11917.6 SOFFIT PAVP NELS ARTISAN L- 12 FL11919.1 S K Y L I G H T S PBR SKYLIGHT FL13793 WAVP LL L I T E S PBR FL13787.1 t- 4 -f4D51 OFFICE PERMIT # i- VOL i MIAMI DADE PRODUCT APPROVAL NUMBERS R 0 L L U P D 0 0 R S 850 SERIES MINI MAX SIZE: 8'-8" X 12'-0' NOA-13-1203.05 3400 SERIES I MAX SIZE: 12'-0' X 20'-0" NOA-13-0124.05 ROOF PAVP NELS PBR 22 GAGE do 24 GAGE NOA-12-0730.02 SUPERLOK 22 GAGE NOA-12- 0911.02 SUPERLOK 24 GAGE NOA-12- 0123.07 DOUBLE-LOK NOA-13-0425. 14 WAVP LL PAN E L S PBR 24 GAGE NOA-12- 0123.06 ECO-FICIENT I I NOA- 14-0306.03 S K Y L I G H T S PBR I I NOA-12- 0110.04 G THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER. THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS. SERVE AS OR QUALIFY AS THE PROJECT DESIGNER. WALTER E. WOOD P.E. FLORIDA P.E.B 61323 500 VULCAN__PARKWAY ENS o. 613 a'; STATE OF Q ONAL EN, GENERAL NOTES 1. MATERIALS ASTM DESIGNATION STRUCTURAL STEEL PLATE A529 OR A572 GRADE 50 or GRADE 55• COLD FORMED LIGHT GAGE SHAPES A1011 GRADE 55 BRACE CABLES A475 EHS HOT ROLLED MILL SHAPES ASTM A992 GRADE 50 ROOF AND WALL SHEETS A653 OR A792 GRADE 50 or GRADE 80 BOLTS A307, A325T, AND A490 A307 UNLESS NOTED 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A MINIMAL NON —UNIFORM THICKNESS COATING OF A RUST INHIBITIVE RED —OXIDE COLOR PRIMER SATISFYING THE REQUIREMENTS OF TT—P-664. THIS PRIMER IS NOT TO BE CONSIDERED A FINISH COAT AND IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. THIS PRIMER IS NOT WARRANTED OR REPRESENTED AS BEING COMPATIBLE WITH ANY TYPE OF FINISH PAINT SYSTEM. THE PRIMER COAT APPLIED AT THE FACTORY IS SUBJECT TO BLEMISHES, SCUFFS, SCRATCHES AND THE LIKE DURING SHIPPING AND DURING HANDLING AS PART OF THE ERECTION PROCESS. IT IS THE RESPONSIBILITY OF THE ERECTOR TO TOUCH UP ANY SUCH UNDESIRABLE CONDITIONS DURING OR AFTER THE ERECTION PROCESS. OBJECTIONS TO PRIMER APPEARANCE SHALL NOT BE SUBJECT TO REJECTION OR BE CONSIDERED A CAUSE FOR REJECTION. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325T UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE 14th EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325T OR A490 BOLTS". PER SECTION 8.1. (SPEC. 16.2) A325T BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED 'BY THE TURN -OF -THE NUT METHOD. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. 4. BUILDER/CONTRACTOR RESPONSIBILITIES THE METAL BUILDING MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUFACTURER'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUFACTURER STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. THE METAL BUILDING MANUFACTURER'S PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF METAL BUILDING MANUFACTURER'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE METAL BUILDING MANUFACTURER'S INTERPRETATION OF THE CONTRACT PURCHASE -ORDER. . ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUFACTURER'S APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND f OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUFACTURER'S DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. 11 THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUFACTURER ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANUFACTURER'S ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUFACTURER DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR -THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUFACTURER IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. THE •METAL .BUILDING MANUFACTURER DOES NOT WARRANT STRUCTURAL - INTEGRITY_ .OF ANY COMPONENTS FIELD MODIFIED nO_ nCC1/1MCn. AMn" CA0011'_ATCr1 .OV nrucOC MCITUCO nn wC .AGGC0T nCCI(_kl .00CDnKlCI011 TY GAR TWG 9C17F(`T4Z AS TAKEN FROM THE FOURTEENTH EDITION OF THE AISC MANUAL PAGE 16.3-56 PARAGRAPH 7.14 — READS AS FOLLOWS THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDING, WELDING OR CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDEREO TO BE NORMAL ERECTION OPERATIONS." RECOGNIZING THE FLORIDA BUILDING CODE REQUIRES EXPOSURE C AS THE DEFAULT WINO EXPOSURE. IT IS RESPONSIBILITY OF THE PROJECT DESIGNER TO DETERMINE, VERIFY AND PROVE EXPOSURE "B" IS APPLICABLE BASED ON THE BUILDING LOCATION AND THAT EXPOSURE 8 IS ACCEPTABLE TO LOCAL BUILDING/CODE OFFICIALS OR AUTHORITIES HAVING JURISDICTION. IT IS THE ABSOLUTE RESPONSIBILITY OF THE BUYER TO RETAIN SERVICES OF AN INDIVIDUAL OR FIRM PROPERLY QUALIFIED TO PERFORM THE DUTIES REQUIRED OF A PROJECT DESIGNER TO INCLUDE: AVP PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING THE SITING OF (DETERMINATION OF WIND EXPOSURE) AND SPECIFYING THE GEOMETRY, LOADS AND MATERIALS FOR A BUILDING PROJECT. AVP PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING GEOMETRY PARAMETERS INCLUDE DEFINITION OF WIDTH, LENGTH, HEIGHT, SLOPE, BAYS, INGRESS AND EGRESS REQUIREMENTS AS APPLICABLE AND NECESSARY FOR THE DESIRED OCCUPANCY USAGE CATEGORY. AVP PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING LOAD PARAMETERS INCLUDING DEFINITION OF THE BUILDING CODE AND APPLICABLE EDITION (YEAR), DETERMINATION OF IMPORTANCE FACTORS, DEFINITION OF ALL LOADS - REQUIRED FOR THE DESIGN OF THE STRUCTURE INCLUDING DEAD LOADS,- COLLATERAL LOADS, LIVE LOADS, WINO SPEED AND EXPOSURE CATEGORY, HVAC UNIT LOADS, FLOOR AND OTHER APPLIED LOADS (IF APPLICA- BLE). NEITHER THE METAL BUILDING MANUFACTURER OR THE METAL BUILDING ENGINEER ARE RESPONSIBLE FOR LOAD OR EXPOSURE CATEGORY DETERMINATION. AVP PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING MATERIAL PARAMETERS INCLUDE DEFINITION OF ALL EXTERIOR COVERING MATERIALS AS WELL AS ALL INTERIOR SURFACES AND FINISHES. SPECIAL NOTES: BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL WALL COVERING, ROOF SHEETS, AND PERMANENT BRACING IS INSTALLED. BUILDER / CONTRACTOR IS RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING DURING ERECTION, HE SHALL FURNISH, AND INSTALL THESE TEMPORARY SUPPORTS WHERE NECESSARY. TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE METAL BUILDING MANUFACTURER. OUTSIDE VENDOR ACCESSORY NOTE: BUYER SHALL BE RESPONSIBLE TO COORDINATE, ASSURE AND VERIFY THAT THE STRUCTURE AND CLEARANCES AS PROVIDED BY BUILDING MANUFACTURER ARE COMPATIBLE WITH THE DOOR PROVIDED BY OTHERS. fTER IM VARIES) STANDARD TRIM LAP DETAIL NOTE: ALL TRIM CONTAINED ON THIS PROJECT WILL HAVE OUR STANDARD 3" LAP AS SHOWN ABOVE. (TRIM STYLE VARIES) THE PROJECT DESIGNER IS NOT THE METAL BUILDING" MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER l OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS. SERVE AS OR OUALIFY AS THE PROJECT DESIGNER. WALTER E. WOOD P.E. FLj0FLOR ,"/. 1323f. 31 ' c Q•',GENSF'••, I1o.61323 o STATE OF : 42Q9. 4,S :4 0 R 14P•'GN+ ONA`'E,,e ORIGINAL Dia= 5/8" Di = 5/8" SW 0 8" Nu Vl s r--, FE L J * L o o J 3 2" 4" DETAIL A DETAIL E Dia= 5/8" 1 Dia= 5/8" a I I NDNVl 6" L J 3 8" 2" 4• W DETAIL B Dia= 5/8" 0 0 e a 1 I Ln >Ic I 0 0 6 8" 2" 4" 3 w DETAIL C Dia= 3/4" I I 61 3" 3" 2"HJ2• 8 Se.- ee Flan DETAIL D r co I 4" O L -1 2" See Plan DETAIL F SEE PLAN OUT_TOOUT CONCRETE SEE PLAN OUT TO OUT STEEL W a W PROJECTION CONCRETE EDGE AND ANCHOR BOLT PROJECTION MIE CUMK VALL PUEl— 112 s I V4' SDS • V/VAM w DO BIMt£ 36, aG Gy (ITHOW B11SE EIAIEEL VITH 94M TRDI VITFDITI METING ioa1 vITIN ux amms n OOIT NOTES HEX ANCHOR BOLT SUMMARYw/r1AT SEE WUXNG PLANS WAFICIURER RECOMMENDS LSE OF STUIOHT ROD ANCHOR BOLTS CONCRETE UNE ` PROJECTION Total WTH NUT AND WASHER ON OM OLDS AS OPPOSED TO .-BOLTS OR Dia Len Pro) ANCHOR SM13 WrtN HOOKS BECAUSE of OEnER PERFORMANCE RESULTS N CONCRETE FOUNDATO M EITHER TYPE BOLT 6 9 Oty Locate in) (in) in) AOCEWAEE AS DETERMIG) BY THE FOUNCATM ENOINEM ANY z « 9' OOOR JAMBS 5/6' OIL WiWES GNEN FOR ANCHOR BOLT TOTAL LENGTHSS AND/OR BED O 8 Jamb 8' 9.00 3.00L0NGT6ARESUGGESTEDLENGTHSONLY. F 6 THE REWONSOUTY OF THE FOUNDATION EONEIET To orn3uw THESE VALUES SINCE j •• 15' FOR ALL OTHER 51W OHL & DOOR 0 48 Endwall 5/8' 15.0 3.00 THEY ARE A FUNCTION OF CONCRETE STRENGTH AND OTHER FACTORS HEX W/FLMT WASHER S JAMBS ACTING AS E.W. COLUMNS 24' ALL OTHERS 6 24 Frame 3/4' 24.0 3.00 ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 (MIN. OR GRADE 55 0 r-O' N 1 .-0 2' 2 2' 2' 2' X-Brccin oa m r6dAW 00 A Ga 0 0 0 O Sae B 6a NP m H xg m H x6aa C@§ P9E c N c E 0 a 2. 4. v i 00a coo sea 00o 129 A F X-BmeiNg A B9 00 all 1: 00 2 2' 2 2 H 2 2 2' 1•_ p' as T -0. FRAME UN DIMENSIONS 1 1 L/2• SECTION ' A -A' F. O.V DTH 3/4' 0 0 0 0 0 TYP. OVERHEAD DOOR RECESS DETAIL V O 0 ANCHOR BOLT PLAN NOTE NI Base Plates O 100'-0' (U.N.) TI FIELD LOCATED OPENINGS OTYI DESCRIPTION- 2 4'x4' V/ 10'-0' SILL IN SW 2 4'-6'x4'-6' V/ 10'-0' SILL IN SW 0 u r LOW to" f- High Ea" LKAWINU a1A11Ja E ] FINAL ERECTION EX] FOR CONSTRUCTION E I FOR APPROVAL E I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC PROJECT WAREHOUSES FOR YAM. ID 25019-2 PROJECT ADDRESS SANFORD FL 32771 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 N„` NTMlpunuaurH, GENSO= 4 No. 61323 MNA ZIGINAL SIGNATURE REQUIRED DAVIS C NST. 2 3 4 LIMN LINE H I H RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col AnC-Bolt BaseRlate (in) Elev. Une Une Oty Die Width Length thick (in) 2• A 4 0.750 8.000 8.000 0.500 0.0 2• F 4 0.750 8.000 8.000 0.500 0.0 2• Frame fines: 2 3 4 GENERAL NOTES Q.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT REPRESENT THE PROFESSIONAL OF RECORD. M2.) FBUIIDAATIOON DESIGN ANDMANUFACTUCONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE 3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF t/- 1/8' IN BOTH ELEVATION AND LOCATION. 84.) THE BUWNG REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES ` THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. 5.) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED) 6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. 7.) WIND REACTIONS ARE BASED ON Vult. RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----- Dead -----Collateral- Live ------ Wend-LeN1- WindJt'ghtl- Wind_Left2- Une Una Horiz Vert Horiz Vert Hariz Vert Horiz Vert Horiz Vert Hariz Vert 2• A 1.8 2.9 1.9 2.6 7.7 10.5 29.7 34.1 4.6 16.0 25.2 -24.7 2' F -1.8 3.0 1.9 2.6 7.7 10.5 17.2 31.2 21.1 21.1 12.6 -21.8 Frame Column-Wind-Right2- World-Long1- Wind_.ong2- Seismic-Left Se'rsmicJTight Une Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horn Vert 2• A -0.1 6.6 12.3 -22.6 12.3 22.6 0.2 0.1 0.2 0.1 2• F 16.6 11.7 12A -22.9 12.8 22.9 0.2 0.1 0.2 0.1 2• Frame lines: 2 3 4 ENDWALL COLUMN: ANCHOR BOLTS Ail BASE PLATES Frm Col Aac_Bolt Base -Plate (inLick Elev. Une Une Oty Dio Width Length in) 1 A 4 0.625 6.000 6.000 0.134 0.0 1 B 4 0.625 6.000 6.000 0.134 0.0 1 C 4 0.625 6.000 8.000 0.500 0.0 1 0 4 0.625 6.000 &000 0.500 0.0 1 E 4 0.625 6.000 6.000 0.134 0.0 1 F 4 0.625 6.000 6.000 0.134 0.0 5 F 4 0.625 6.000 6.000 0.134 0.0 5 E 4 0.625 6.000 6.000 0.134 0.0 5 0 4 0.625 6.000 6.000 0.500 0.0 5 C 4 0.625 6.000 8.000 0.500 0.0 5 B 4 0.625 6.000 6.000 0.134 0.0 5 A 4 0.625 6.000 6.000 0.134 0.0 DESIGN LOAD DEFINITIONS RIGID FRAME LOAD CASE DEFINITIONS Vlnd Ll/Vlnd R1 = Lateral wind load from the left/right with a negative Internal pressure cofficient. Vind_L2/Vlnd R2 = Lateral wind load from the left/right with a positive Internal pressure cofficient. Vlnd Lnl = Longitudinal wind load with a negative Internal pressure coefficient. Vlnd_Ln2 = Longitudinal wind load with a positive Internal pressure coefficient. Selsmlc_L/Selsmlc R = Lateral Seismic load from left/right. LVINDO_LtE/ LVINDII_RNE = Longitudinal wind loads for edge zones. F#UNB_SL-L/ F#UNB-SLR = Unbalanced roof snow load with wind from the left/right. FNPAT:CC"N^Pattern live load"for continuous bean systems. -' Note, Bracing reactions are not already Included In combination with any other load but must be added to basic reactions as desired by the foundation designer.' Collat = Collateral Load Endwall Load Case Definitions Rafter Wlnd_L/ Rafter Wlnd_R = Lateral wind load from the left/right. Brace Vlnd_L/ Brace Vlnd R = Lateral wind land from the left/right with the bracing loads added. Wlnd_P/Wlnd_S = Wind Pressure/Suction due to longitudinal wind. Wlnd_LnN = Longitudinal wind load on the roof. Selsmlc_L/Selsmlc_R = Lateral Seismic load from left/right. ENUNB_SL_L/ ENUNB_SL_R = Unbalanced roof snow load with wind from the left/right. 1 ENPATLL 4 = Pattern live load for continuous beam systems. LWINDN_L/LVINDN R = Longitudinal wind loads for edge zones. REVISI ENDWALL COLUMN: Frm Col Dead Collat Line Line Vert Vert 1 8 0.4 0.4 1 C 0.7 0.6 1 0 0.7 0.6 1 E 0.4 0.4 1 F 0.2 0.1 5 F 0.2 0.1 5 E 0.4 0.4 5 0 0.7 0.6 5 C 0.7 0.6 5 B 0.4 0.4 5 A 0.2 0.1 Seis Frm Col Right Une Une Vert 1 A OA 1 B 0.0 1 C 0.0 1 0 0.0 1 E 0.0 1 F 0.0 5 F 0.0 5 E 0.0 5 C 0.0 5 8 0.0 5 A 0.0 BASK: COLUMN REACTIONS (k ) tend wind Wind Wind Wind rind rind Wind Seis Live Leftl Rightl Left2 Right2 Press Suct Longl Lon92 Left Vert Vert Vert Vert Vert Morz Harz VeR Vert Vert 0.8 1.5 1.0 1.5 1.0 0.0 0.0 1.5 0.9 0.0 2.6 4.7 2.6 4.7 2.6 2.7 3.0 4.7 2.7 0.0 3.9 7.3 4.1 7.3 4.1 4.0 4.4 7.2 4.1 0.0 3.9 7.2 4.1 7.2 4.1 4.2 4.6 7.2 4.1 0.0 2.6 4.7 2.7 4.7 2.7 3.0 3.4 4.7 2.7 0.0 0.9 1.5 1.0 1.5 1.0 0.0 0.0 1.6 0.9 0.0 0.9 1.0 1.5 1.0 1.5 0.0 0.0 1.6 0.9 0.0 2.6 2.7 4.7 2.7 4.7 3.0 3.4 4.7 2.7 0.0 3.9 4.1 7.2 4.1 7.2 4.2 4.6 7.2 4.1 0.0 3.9 4.1 7.3 4.1 7.3 4.0 4.4 7.2 4.1 0.0 2.6 2.6 4.7 2.6 4.7 2.7 3.0 4.7 2.7 0.0 0.8 1.0 1.5 1.0 1.5 0.0 0.0 1.5 0.9 0.0 BUILDING BRACING REACTIONS t Reactions(k ) Panel Well - Cal Wind - -Seismic- ID Loc Une Une Hors Vert Mori Vert Wind L-EW 1 B,C 3.7 4.3 0.2 0.2 F-SW F 3.4 7.9 6.1 0.7 0.6 R-EW 5 CA 3.7 4.3 0.2 0.2 B-SW A 4.3 7.5 4.9 0.7 0.5 WIND L(MOING PRESSURES CHART AUR ETA1<- 160 SOFT. FOR PANELS OESIGN CrAI`IIE FOR ZONE 1 (ROOF INTERIOR) 16 10 36 22 ZONE 2 (ROOF D ,M 16 10 60 36 ZONE 3 (ROOF CORNEA) 16 10 90 54 ZONE 4 (WALL INTERIOR) 33 20 35 21 ZONE 5 (WALL EDGE) 33 20 44 26 10 SOFT (ZONE 4) 33 20 39 24 100 SOFT (ZONE 4) 211 17 33 1 -20 NOTE , USE MAXIMUM STATED WALL PRESSURES FOR WINDOWS, LOUVERS, OR ANY OTHER SUCH TYPE ACCESSORY OPENING IN THE METAL BUILDING WALL WHETHER OR NOT THE ACCESSORY IS SUPPLIED BY THE METAL BUILDING MANUFACTURER. DRAWING STATUS VULCAN STEEL STRUCTURES, INC DATE DTLR DATE CHKR APPD C I FINAL ERECTION PROJECT WAREHOUSES FOR YAM CX3 FOR CONSTRUCTION ID 25019-2 C 3 FOR APPROVAL PROJECT C 3 OTHER, EXPLAIN ADDRESS SANFORD FL 32771 WALTER E. WOOD P.E. FLORIDA P.E./ 61323 500 VULCAN PARKWAY AOEL, GA 31620` 1,1g11aauurulNh nn,,rrr,% 4$' O No.61323 ••%4 ' STATE OF ORIGINAL SIGNATURE R DAVIS CONST. JH PLICE BOLT TABLE Oty Mark Top Bot Int Type Dia Length SP-1 4 4 2 A325 0.750 2.50 SP-2 4 4 0 A325 0.625 2.25 FLANGE BRACE TABLE FRAME LINE 2 3 4 V ID SIDES MARK LENGTH OFFSET 1 1 FB49.5A 4'-1 1/2" 2'-8" 2 1 F842A 3'-6" 2'-8" 1 F1339.5A 3'-3 1 /2" 2'-8" 1 FB50A 4'-2" 2'-8" 51 1 FB47A 3'-11" 2'-8" 1 41/ 2. TYP, FLANGE BRACE / GIRT CONNECTI N OFFSET Ft 1/2'xl 1/4' TYP U.N.) A307 BOLTS TYP. U.N.) I FP N_ 1BOLTS A SECOND FLANGES `SEE FRAME CROS; BRACE IS REQUIRED O0NNLLYY IF '( 2)' IS NOTED IN-TFIf FLANGE BRACE TABLE. F. COLUMN/RAFTER SEE FRAME CROSS SECTION 6 BOLTS TOTAL FOR LOCATIONS. ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY v 2 Mark 1 Vt:;i nd 1 Thick Lenatl RF1- 100 7.5/19.5 0.165 72.0 19. 5/36.0 0.188 98.9 36. 0/36.0 0.250 38.2 RF1- 101 34.0/14.0 0.188 196.2 14. 0/14.0 0.165 191.5 RF1- 102 14.0/14.0 0.165 167.5 14. 0/34.0 0.188 194.8 RF1- 103 36.0/36.0 0.250 39.8 36. 0/27.8 0.188 58.1 M_ 1. I aNLry« „ 1,3'-0 1/2' 62'-6 15/16' 3'-0 9116'I CUN0MAIN FRAME ELEVATION: FRAME LINE 2 3 4 GENERAL NOTES: NOTICE TO ERECTOR A) lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. B) ALL flange braces and wind bracing must be installed prior to exterior finishes being applied. C 3 FINAL ERECTION EX3 FOR CONSTRUCTION C 3 FOR APPROVAL C 3 OTHER, EXPLAIN e 6 X 1/4 X LU/.b 8x 1/4" x44.3 6 x 1 /4" x 240.0 6 x 1 /4" x 146.3 6 x 1 /4" x 240.0 6 x 1 /4" x 122.3 8 x 1 /4" x 44.3 8. x 1 x 12.0 VULCAN STEEL STRUCTURES, INC PROJECT ISANFORD FL 32771 ADDRESS X 1/4 X 6 x 1 /4" x 197.2 6 x 1 /4" x 191.5 6 x 1 /4" x 167.5 6 x 1 /4" x 194.4 8 x 5/16" x 204.1 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 All R.. E • Gy NO. 61323 r' F 'c OR{OP••', ii71G ATURE NAL 1'' uuluw W' ORIGINr/ AL REOI TOM DAVIS C NST. CHECK, 0, _D, 11-01 DETAIL A, 012 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE GIRTS s• B• B• 012 MEMBER FASTENERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS, AND BASE STITCH FASTENERS ZONE 5 - -90__ a/C MAX. ZONE 4 - e ALL GIRTS 6 _ 20 _ D.C. MAX. BETVEEi 4 =ZONE 4 5 = ZONE 5 GIRTS DETAIL 'A' DIM W = 7 FT PBR' WALL PANEL ATTACHMENT DETAIL COVERAGE MINOR RIB I (MAJOR RIB 1-1/4' PBR' WALL PANEL PROFILE ERECTOR NOTE: THIS BUILDING HAS SPECIFIC ROOF AND/OR WALL FASTENER REQUIREMENTS. PLEASE REVIEW THIS DETAIL PRIOR TO ERECTING THE ROOF & WALL PANELS. FAILURE TO FOLLOW THESE SPECIFIC REQUIREMENTS COULD RESULT IN LOSS OF ROOF OR WALL PANEL(S) VER DETAIL F RTIA( LY ENCI REVISIONS ROOF SLOPE 0' TO <3' v' w WALL FASTENER DETAIL PLAN C I FINAL ERECTION CXI FOR CONSTRUCTION C I FOR APPROVAL C I OTHER, EXPLAIN SS-LESS3 r-a• r-a• DETAIL A' N12 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE PURLINS B' 8' B' N12 MEMBER FAST NERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS. AND RIDGE, 414 STITCH FASTEMERS TAPE MASTICZONE3 - _16__anDMAX. ZONE 2 - _9G__ O/C MAX. ZONE I - e ALL PU 4 _ D.C. MAX BETWEEN PURLIMS DETAIL ' A' 1 = ZONE 1 DIM A = 7 FT 2 = ZONE 2 3 = ZONE 3 PBR' ROOF PANEL ATTACHMENT DETAIL 36' NOMINAL COVERAGE q• . 11 .1, A• A• MINOR RIB I ,-MAJOR RIB 1- 1/4' PBR' ROOF PANEL PROFILE VULCAN STEEL STRUCTURES, INC PROJECT ISANFORD FL 32771 ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.0 61323 500 VULCAN PARKWAY ADEL. GA 31620 R , EN No. 61323 o ST0 0tFQ A- R .• OORRIIG INNALL SIGNATURE REQUIRED TOM DAVIS CONST. ASTERNER DETAILS IESIGN, ZJM DRAFT( JDH CHECK( ATE, 9/25/17 SHEET 4 5 90'-0' OUT -TO -OUT OF STEEL 25'-W 25'-W 20'-0' m I iAn N 4 l JVI 8 a: I iAh WALTER E. W000 P.E. FLORIDA P.E.0 61323 500 VULCAN PARKWAY ADEL. GA 31620 p prgrlrrlrrp//rypr r'' E. GE F = * O.61323 ROOF SHEETING PLAN - 9 •'• ` . •• ;' PANELS: 26 Go. PBR — Polar White OR IO a P:L,, 1' rLtt wl ORIGIN SIGNATURE REOUIREO REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC ITOM DAVIS C NST. REV. DESCRIPTION- DATE DTLR DATE CHKR APPD E I FINAL ERECTION PROJECT WAREHOUSES FOR YAMIN ROOF SHEETING EX] FOR CONSTRUCTION ID 25019-2 DESIGN, ZJM I DRAFT, JDH CHECK, ZJM E I FOR APPROVAL PROJECT SANFORD FL 32771 DATE, 9/25/17 1 SHEET 6 E I OTHER, EXPLAIN ADDRESS EC-105 ICI owl —103 RFl-1C3 rwm KPI—Iva . LAPS 77 Vr SIDEWALL FRAMING: FRAME LINE F 4 4 4 4 4 O I I OPEN FOR MATERIAL BY OTHERS I L-------------------- SIDEWALL GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF IDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE. THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE -WALL. NON -UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. OPEN FOR MATERIAL BY OTHERS I I SHEETING & TRIM: FRAME LINE F PANELS: 26 Go. POR — Polor White C ] FINAL ERECTION CX] FOR CONSTRUCTION C ] FOR APPROVAL C 3 OTHER, EXPLAIN TRIM TABLE FRAME LINE F 10 PART LENGTH AIL 1 CTR 13 -2 TM29 2 DTR 20'-3' 31 DTR 9'-9" 4 OTR 1'-9' 5 OTR 5'-3" 6 VHSET 20'-3' 7 VHSET 10'-3' 8 VHSCB 6' 9 JCT 4'-6" 1 JTR 4'-9" TM31 11 HT 5'-0' TM33 1 JCT 14'-0" 1 JTR 6'-3" TM31 1 HT 14'-6" TM33 VULCAN STEEL STRUCTURES, INC OJ-102 8x35C14 16'-6" OH-10 8x35C16 14'-0" DH-101 8x35C16 4'-6' OS-10 8x35C16 4'-6" E-10 SE275D16 19'-11 1/2" E-101 8E275016 24'-11 1 /2 E-10 SE275016 24'-11 1/2" E-10 8E275016 19-11 IY G-11 8X25C12 19'-3 1/2 ' G-111 8X25Z16 20'-5 1/2" G-11 8X25C16 9'-2" G-1 1 8X25Z 16 10'-4" G-11 8X25Z14 27'-3 1/2' G-1 1 8X25C 16 1'-2" G-11 C8x18.75 24'-11 1/2' G-11 8X25Z15 27'-4" 0-11 8X25Z16 27-3 1/2" G-11 8X35C13 19'-3 1/2' G-12 8X25Z15 20'-5_1/2" 2 I f102 34 C j1-500 5 C-6 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY E NSA :QQQ 61323 44, F ORI4PG k' 0 N Al ORIGINAL SIGNATURE ID 25019-2 1 DESIGNj ZJM I DRAFT- JDH I CHECK, ZJM PROJECT ISANFORD FL 32771 DATE, 9/26/17 1 SHEET 7 QRr LAPS EC —too RF1-100 I RI-100 Cc—wKro SIDEWALL FRAMING: FRAME LINE A Q Y Q Q i Cutter with 6 downspouts) 6 7 • ! s s O I I I I I OPEN FOR MATERIAL BY OTHERS I I L---- _-- - - --_-_-..----------------------- --.-------_--__ -- SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. PBR — Polar White GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WINO COLUMNS, OR WEAK AXIS DESIGN OF IDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. REVISIONS DRAWING A VULCAN STEEL STRUCTURES, 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE —DEFINED CORNER ZONE WINO PRESSURES REV. DESCRIPTION. DATE DTLR DATE CHKR APPD [ C I FINAL FOR CONSTRUCTION ID 5019- ERECTION PROJECT 25019-2 USES FOR t IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT CXI FOR APPROVAL PROJECT IINCLUDEDFORTHEFULLLENGTHOFTHEWALL. NON —UNIFORM GIRT SPACING OR RESULTING SANFORD F.L. 32771 APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. C OTHER, EXPLAIN ADDRESS 2 DTR 20'-3" 3 OTR 10'-3" 4 RVEG 20'-3" TM50 5 RVEG 10'-3" TM50 6 RVCB 6" TM52 7 RVGE 6' 8 JCT 4'-0" 9 JTR 4'-3' TM31 TM33 OH-10 8x35C16 4'-0' OS-101 8x35C16 4'-0" E-10 8E275016 19'-11 1/2" E-10 8E275016 24'-11 1/2 E-10 8E275016 24'-11 1/2" E-10 8 E275016 1W-11 1 2' G-11 8X25C12 19'-3 1 2" G-111 8X25Z16 20'-5 1/2" G-11 C8x18.75 24'-11 1 2" G-121 8X25Z15 27.-3-1 2' 2 1 f102 3 eloc 4 C-5 5 e101 A r—A WALTER E. WOOD P.E. FLORIDA P.E.0 61323 500'VULCAN PARKWAY ADEL, GA 31620 ENVS•. G F .• OQ- Vt Ma.61323 •i r k A; 51AIC v Q SS/O N A\- ORIGINAL SIGNATURE REQUIRED INc TOM DAVIS CONST. AMIN SIDEVALL FRAMING DESIGN* ZJM I DRAFT] JDH I CHECK, Z DATE 9/26/17 I SHEET 8 Q 1/2' 12 GIRT LAPS l„ 3'-0' l 1 •'—a• ENDWALL FRAMING: FRAME LINE 1 rn , Q u in In o I 1 ifl v1 n 'n O N •I •1 I I I ml G I• N h Y p 1 ao • •I I ' r ev N e1V I I I 1 I 1 G G G p G G G 0 e e I 3 ` OPEN FOR MATERIAL BY OTHERS OPEN FOR MATERIAL BY OTHERS I ENDWALL SHEETING & TRIM: FRAME LINE 1 GENERAL NOTES: PANELS. 26 Go. POR — Polar White IF CABLE BRACING FOR ENO WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HASWNENDETERMINEDTHATDIAPHRAGMPANELACTIONORQUARTER —PANEL BRACING IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE —DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON —UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. u C I FINAL ERECTION XI FOR CONSTRUCTION C I FOR APPROVAL C I OTHER, EXPLAIN 2 CTR 13'-2" 3 OTR 20'-3" 4 DTR 8'-3" 5 RVRT 20'-3" 6 RVRT 10'— 4" 7 JCT 14'-0" 8 JTR 6'-3" 9 1 1 14'-6" FLANGE BRACE TABLE I FRAME LINE 1 V 10 SIIES MARK LENGTH 1 1 F837K 3'-1" 1 IFB38.5 3'-2 1, VULCAN STEEL STRUCTURES, INC PROJECT SANFORD FL 32771 ADDRESS TM29 TM11 TM11 TM31 0 2'-8" 2'-8" CI.— IV OXJJA. 1 0 I O —J J/ I V EC-101 8x35C12 16'-10" EC-10 WSX1O 17'-5 1/2" EC-10 W8X1O 18'-3 1/2 EC-10 8x35C12 18'-11" EC-10 8x35C16 19'-3 %8" ER-10 1Ox25c12 41'-0 1 /16" ER-101 tOx25c12 28'-11 1 /16" DJ-100 8x35C15 16'-6" 01- —10 8x35C16 14'-0' G-10 8X25C16 9'-11 1/2' G-101 8X25Z16 11'-1 1/2"" G-10 8X25C15 14'-11 1/2 G-10 8X25Z16 18'-10" G-10 8X25Z15 21'-5 1/2' G-10 8X25Z16 18'-10" G-10 8X25Z16 17'-3 1/2" CB-10 O.250C13L 22'-2" 2 1 C7a 3 CG2 4 j10O 5 C-5 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 3162( j00f G E NSA • . OQ•'., IN . 61323 A1- EN ORIGINAL SIGNATURE REO M DAVIS C NST. GIRT''-L— lAPS-t ys' t'-t ive ENDWALL FRAMING: FRAME LINE 5 4 4 4 4 4 4 IOPEN FOR MATERIAL BY OTHERS ENDWALL SHEETING & TRIM: FRAME LINE 5 PANR q- I6 C _ PAR - Pd"r White GENERAL NOTES: IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS E N DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER —PANEL BRACING IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE —DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON —UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. 13 FINAL ERECTION EX) FOR CONSTRUCTION E I FOR APPROVAL E 3 OTHER, EXPLAIN 2 1 CTR 1 10'-3" TM29 3 DTR 20'-3" 4 DTR 10'-3" 5 RVRT 20'-3" TM11 FRAME LINE 5 V ID SIDES I MARK I LENGTH OFFSET 1 1 1 FB37K 3'-1" 2'-8" 2 1 F838.5 3'-2 1 /2" 2'-8" VULCAN STEEL STRUCTURES, INC PROJECT 1 WAREHOUSES FOR YAM: ID 25019-2 PROJECT SANFORD FL 32771 ADDRESS tc-IV ax'ollo t7o -5 1/ IV EC-10 W8X10'1'-5 1/2 EC-10 W8X10 18-3 1/2" EC-10 8x35C16 19'-3 5/8 EC-10 8x35C12 18'-11" EC-10 8x35C12 16'-10" ER-10 1Ox25cl2 28'—tl 15"16' ER-10 1Ox25c12 41'-0 13 16" G-10 8X25C16 9'—ll 1/2 G-101 8X25Z 16 11 '-1 1 /2 G-10 8X25C15 14'-11 1 2" G-10 8X25Z16 17'-3 1 2" G-10 8X25C12 19'-11'12" G-10 8X25Z16 22'-3 1 2" G-10 8X25Z16 •• 21'-5 1/2" CB-10 0.250CBL 22'-2" rR_1nil n 95nCAI WALTER E. WOOD P.E. FLORIDA P.E.g 61323 500 VULCAN PARKWAY AOE1• GA 3162011, E. tip, 61323 k n STATE Of ?e 0 90. • OR F' ••.......•.... IN v ORIGINAL SIGNATURE REQUIRE N DAVIS CONST. i i i iiiiiiii i i i i Nn N n Nn N n Nn Nn Nn Nn Nn Nn N n Nn Nn Nn Nn i I I I I I I I I I I I I ROOF INSULATI N INSULATION 4.00' Thick VRR RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD I CGC042116 The GENERAL CONTRACTOR Named below IS CERTIFIED Undef the provisions of Chapter 489 FS. Expiration dater AUG 31, 2018 GLOVER, ROBERT GRESH,AM TOM DAVIS CONSTRUC;T;LON INC 515 DISTRIBUTION DR MELBOURNE_ -, FL!32904 ISSUED: 07/06/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607060000997 LIMITED .POWER OF ATTORNEY Altamonte pings, Casselb,erry, Cake Mary; Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and an agent of: Q r1r. 1%,rvis Name of Company) C- to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things nece sary to this appointment for (check only one option): The specific permit and application for work locat at: ( VU Azafalc 4-V4.- Svw Expiration Date for This Limited Pow er of Attorney:_ License Holder Name: FK"'" 67. State License Number: i' b'I &- Signature of License Ifolder: STATE OF FLQTDA COUNTY OF It if$ t 1201 a Was1f p J PigWw I 3ZT The f re oing in ent w s c nowledged before me this _ada 0;' j 2 y &te V, who ist6 personally known to me orfo whwhasproduced identification and who did (did not) take an oath. Signature Notary Seal) TERRIE CARLSON J MY COMMISSION # FF167430 R tXPIRRS: pe ya 13, 2018 Rev. 08.12) Print or type name Notary Public - State of _ Commission No. My Commission Expires: as AIG-JBC CER v IFICATE OF LIABILITY INSU: _ANCE DATE 6/28/2128/2 DIYYYY) 017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the polfcy(fes) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT ANIE. Risk Management Department Commercial Lines PHONE 866443-8489 FAX 800-889-0021 Wells Fargo Insurance Services USA, Inc. E-MAIL ADDRESS: wor*.comp@binet.com INSURER(S) AFFORDING COVERAGE NAIC 02601SouthBayshoreDrive, Suite 1600 Coconut Grove, FL 33133 INSURER A : Indemnity Insurance Company of North America 43575 INSURED INSURER B - TriNet HR III, Inc. INSURER c RE: Tom Davis Construction Inc INSURERD: INSURER E : 9000 Town Center Parkway INSURER F : Bradenton, FL 34202 COVERAGES CERTIFICATE NUMBER: 12010875 REVISION NUMBER: See below THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE ADOL SUER POLICYNUMBER POLICY EFF IWMDD POLICY EXP LIMITS COMBMERCIALGENERALLIABILITY CLAIMS-MADE DOCCUR EACH OCCURRENCE S DE TO RERTMT- PRENRSES a ocnarenw S MED EXP (Any one person) S PERSONAL 3 ADV INJURY S T AGGREGATE LIMIT APPLIES PER: POLICY JECT LOCMOTHER: GENERAL AGGREGATE S PRODUCTS . C.OMPJOP AGG S S AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED ALTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMIT Ea accident S BODILY INJURY (Per person) S BODILY INJURY (Per ac iderd) S PROPERTY DAMAGE accident S S UMBRELLA UAB EXCESS LIAB CLAIMS -MADE EACH OCCURRENCE IsHOCCURAGGREGATE DED RETENTIONS S A WORKERS COMPENSATIONANDEMPLOYERS' LIABILITY YIN ANYPROPRIETORJPARTNERIEXECUTNE ENOFFICERIMEMBEREXCLUDED? Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below MIA W LRC64417% 7/1/2017 7/1/2018 X EATUTE R E.L EACH ACCIDENT S 2.ODD.000 E.L. DISEASE - EA EMPLOYEE S 2'00D,Dw E.L DISEASE - POLICY LIMIT S 2 000 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be anached it more space is required) Workers Compensation is limited to worksite employees of Tom Davis Construction Inc through a co -employment contract with TriNet HR III, Inc. CERTIFICATE HOLDER CANCELLATION City of Sanford Contractor Registration 300 North Park Ave 2nd FI Sanford FL 32771 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ACORD 25 (2016f03) The ACORD name and logo are registered marks of ACORD @ 1988-2015 ACORD CORPORATION. All rights reserved. Revision Response to Comments 1 1- ao51 F f v— City of Sanford Building & Fire Prevention Division OCT i 2017 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date Project Address: C S 9 -J Contact: - - Ph: Ph: Email: Fax: G( D Trades encompassed in revision. General description of revision: Building Plumbing Electrical Mechanical 1 O—L-ife Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building r Ri ht,Suite® Universal 2017 Short Formwrightsoft° 9 Dke: Jun 13, 2017 Addition By: Josh Pubmn WebREPS, LLC Plan: 2698 wtstatpwt Wvd 1892 Commerce Aienue. Wro Beads, FL 32960 Phone: 800-81 D-3280 Fax 888-971-2999 Email: sales@webrepshvac.00m V*b: www.webrepswholesale.com License: CAC054709 Project• • For. Dean Staley, Air Dynamics PERMITFL Phone: 321-288-2774 Htg Clg Htg Clg Outside db OF) 43 91 Inside db OF) 70 75 Outside RH N 57 Inside RH N 50 Outside wb OF) 78 Inside wb OF) 63 Daily range OF) 17 Design TD OF) 27 16 Moisture di1f. gr/Ib) 60 F F' V I CEHeatingEquipment Cooling Equipment Make Tempstar Make Tempstar Model N4H442GKG10 Model N4H442GKG10 Type SpIitASHP Type SpIitASHP Efficiency 8.2 HSPF COP / EER / SEER 14.0 Heating Input Sensible Cooling 28.0 MBtuh Heating Output 41.0 MBtuh @ 47OF Latent Cooling 12.0 M13tuh Humidifier 8.6 gpd Total Cooling 40.0 MBtuh LeavingAirTemp 98.0 OF LeavingAirTemp 55.0 OF Actual Heating Fan 1333 ctrn Actual Cooling Fan 1333 cIrn Equipment Location Addition System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 Static PressureAcross Fan 0 in H2O NAME Area IF Heat Loss Sensible Gain Latent Gain Htg dm Gg dm Time Office 4 184 3494 4932 1570 267 249 Jul 1700 LDT Mens Rm 56 1745 800 545 155 43 Jul 1700 LDT Women Rm 72 1871 898 584 167 48 Jul 1700 LDT Office 3 176 1869 4687 1081 121 238 Jul 1700 LDT Reception 192 4361 5384 3210 265 259 Jul 1700 LDT Office 2 176 1869 4687 1081 121 238 Jul 1700 LDT Office 1 184 3210 5129 1520 237 26 Jul 1700 LDT Addition 1040 18419 1 26517 1 9592 1 1333 1333 Jul 00 LDT 2017-Pug-251024.39 wrightsoft• laght-Suite®Universal201717.0.23 RSU16998 Page 1 NVCAr Dynamlcst2598 West Airport Blvd 02.rup Calc= RTS Front Dow races- N wrightsoft° Rig"uite® Universal 2017 Load Summary Job YoWn SWIG ing Dab: Jun 13, 2017 Addition By: Josh Pubmn WebREPS, LLC Plan: 2698 WestAirport Blvd 1892 Corrrnerce Amnue, Vero Beach, FL 32960 Phone: 800-810.3280 Fax 888-971-2999 Email: sales@webrepshvamwrn VIEb: www.webrepwaholesele.com License: GC054709 Zone: Addition wroject intormation For. Dean Staley, Air Dynamics FL Phone: 321-288-2774 COOLING LOAD 1. DESIGN CONDITIONS at Jul 1700 LDT Inside: 75 OF Outside: 91 OF RH: 57 % MoistDiff 60.1 gdlb 2. SOLAR RADIATION THROUGH GLASS 3. TRANSMISSION GAINS Sensible Walls. 2198 Glass: 518 Doors: 1332 Partitions: 0 Floors: 0 Ceilings: 2613 4. IN'll'ERNALHEATGAIN Sensible Occupants: 1898 Lights: 7486 Motors: 0 Appliances: 2633 5. INFILTRATION: Outside air dm: 6. SUBTOTAL: Spaceload Sensible Envelope 24872 Less external 0 Redistribution 0 7. SUPPLY DUCT SUBTOTAL: Space load + supply dud Actual dm: 1333 at supply TD: 9. VENTILATION: Make-up air cfm: 10. RETURN AIR LOAD: Lighting + plenum (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT Peak load at Jul 1700 LDT TD: 16 OF Mult 1.0 Ins.wb 63 OF Sensible Latent 5017 6662 Latent 12017 2965 1650 1315 68 1176 2762 Latent 24872 5727 5727 0 0 24872 20 95 1646 3865 0 0 26517 9592 HEATING LOAD 1& DESIGN CONDITIONS Mult Inside: 70 OF Outside: 43 OF TD: 14. TRANSMISSION LOSSES Walls: 3837 Glass: 947 Doors: 1119 Partitions: 0 Floors: 385 Ceilings: 996 15. INFILTRATION: Outside air cfm: 16. SUBTOTAL: Space load Envelope 12385 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT- 1& VENTILATION: Make-up air dm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT 173 95 1. 0 27 OF 7284 5101 12385 0 2800 3234 0 0 18419 wri htsoft• 2o17- Aug-25102439 9 RightSuile®Uniw:rsal201717.023RSU16998 Pagel M CAIr DynarrdcgQM Wed AirportBlvd g2.rup Calc=RTS FroMDoor facer. N COMcheck Software Version 4.0.6.0 Envelope Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Vertical Glazing / Wall Area: Construction Site: 2598 West Airport Blvd Sanford, FL Building Area 2014 Florida Building Code, Energy Conservation Yamin Building Sanford, Florida 2a Addition 5% Owner/Agent: Floor Area 1-Office : Nonresidential 1040 Envelope Assemblies Designer/Contractor: Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factors) Perimeter Exterior Wall 1: Metal Building Wall, Double Layer Mineral Fiber, [Bldg. 594 13.0 5.0 0.136 0.079 Use 1 - Office] Window 1: Vinyl/Fiberglass Frame:Operable, Pert. Specs.: Product ID 16 0.500 0,650 NA, SHGC 0.30, [Bldg. Use 1 - Office] (b) Exterior Wall 2: Metal Building Wall, Double Layer Mineral Fiber, [Bldg. 140 13.0 5.0 0.136 0.079 Use 1 - Office] Window 4: Vinyl/Fiberglass Frame:Operable, Pert. Specs.: Product ID 16 0,500 0.650 na, SHGC 0.30, [Bldg. Use 1 - Office] (b) Door 2: Wood, Swinging, [Bldg. Use 1 - Office] 21 0,250 0.610 Exterior Wall 3: Wood -Framed, 16" o.c., [Bldg. Use 1 - Office] 594 13.0 5.0 0.059 0.064 Window 2: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: Product ID 32 0,500 0.650 na, SHGC 0.30, [Bldg. Use 1 - Office] (b) Exterior Wall 4: Metal Building Wall, Double Layer Mineral Fiber, [Bldg. 140 13.0 5.0 0.136 0,079 Use 1 - Office) Window 3: Vinyl/Fiberglass Frame:Operable, Pert. Specs.: Product ID 16 0.500 0.650 na, SHGC 0.30, [Bldg. Use 1 - Office) (b) Roof 1: Attic Roof with Steel Joists, [Bldg. Use 1 - Office] 1040 36.0 0.0 0.035 0.027 Floor 1: Concrete Floor (over unconditioned space), [Bldg. Use 1 - 1040 12.0 0.066 0.107 Office] a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\Josh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd *2.cck Page 1 of 21 Envelope PASSES: Design 1% better than code Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.6.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. ofU ssA/%rrle 1rn r r dw 49- r Name - Title rSignature Date Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\josh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 2 of 21 COMcheck Software Version 4.0.6.0 L 1 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: 2598 West Airport Blvd Sanford, FL Allowed Interior Lighting Power 2014 Florida Building Code, Energy Conservation Yamin Building Addition Owner/Agent: A Area Category Designer/Contractor: B C D Floor Area Allowed Allowed Watts ft2) Watts / ft2 (B X C) 1-Common Space Types:Office - Open plan 1040 1.00 1040 Total Allowed Watts = 1040 Proposed Interior Lighting Power A B C D E Fixture ID: Description ! Lamp / Wattage Per Lamp / Ballast Lamps/ if of Fixture (C X D) Fixture Fixtures Watt. 1-Common Space Types -Office - Olaen an LED 1: LED MR 6W: ar Liahtina PASSES: Desian 33% better than code 4 7 100 700 Total Proposed Watts = 700 Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document Is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.6.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\josh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 3 of 21 n( COMcheck Software Version 4.0.6.0 Exterior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: 2598 West Airport Blvd Sanford, FL Allowed Exterior Lighting Power A Area/Surface Category 2014 Florida Building Code, Energy Conservation Yamin Building Addition 2 (Light industrial area with limited nighttime use) Owner/Agent: Designer/Contractor: B C D E Quantity Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Parking area 1 ft2 0.06 Yes 0 Total Tradable Watts (a) = 0 Total Allowed Watts = 0 Total Allowed Supplemental Watts (b) = 600 a) Wattage tradeoffs are only allowed between tradable areas/surfaces. b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID: Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Parking area (1 jj2)_ Tradable Wattage LED 1: LED PAR 20W. 2 4 100 400 Total Tradable Proposed Watts = 400 or Liahtina PASSES: Design 33% better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2014 Florida Building Code, Energy Conservation requirements In COMcheck Version 4.0.6.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\josh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 4 of 21 n( COMcheck Software Version 4.0.6.0 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: 2598 West Airport Blvd Sanford, FL 2014 Florida Building Code, Energy Conservation Yamin Building Sanford, Florida 2a Addition Owner/Agent: Designer/Contractor: Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Cooling: 1 each - Split System, Capacity = 40 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: None Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.6.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\)osh\Documents\COMcheck\Air Dynamic5\2598 West Airport Blvd *2.cck Page 5 of 21 COMcheck Software Version 4.0.6.0 Inspection Checklist Energy Code: 2014 Florida Building Code, Energy Conservation Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plan Review Complies? Comments/Assumptions Re .ID C103.2 Plans and/or specifications provide all 'Complies PRl]1 information with which compliance Does Not can be determined for the building Not Observable envelope and document where Not Applicableexceptionstothestandardare claimed. C103.2 Plans, specifications, and/or Complies PR2]1 calculations provide all information Does Not with which compliance can be Not Observable determined for the mechanical Not Applicablesystemsandequipmentand document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C405.7 Plans, specifications, and/or Complies PR17]1 calculations provide all information Does Not with which compliance can be Not Observable: determined for the electrical systems Not Applicableandequipmentanddocumentwhere exceptions are claimed. Provisions are made for metering individual tenant units. Feeder connectors sized in accordance with approved plans with maximum drop of 2% and branch circuits sized for maximum drop of 3%. C103.2 Plans, specifications, and/or Complies PR4]1 calculations provide all information Does Not with which compliance can be Not Observable' determined for the interior lighting and electrical systems and equipment Not Applicable and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C103.2 Plans, specifications, and/or Complies PR8]1 calculations provide all information Does Not with which compliance can be Not Observable determined for the exterior lighting and electrical systems and equipment Not Applicable and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\josh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 6 of 21 Section Plan Review Complies? Comments/Assumptions C406 Plans, specifications, and/or Complies PR9]1 calculations provide all information Does Not with which compliance can be Not Observable determined for the additional energy Not Applicableefficiencypackageoptions. C402.3.1 The vertical fenestration area <= 30 Complies PR10]1 percent of the gross above -grade wall Does Not area. Not Observable Not Applicable C402.3.1 The skylight area <= 3 percent of the Complies PR11]1 gross roof area. Does Not Not Observable Not Applicable C402.3.2 In enclosed spaces > 10,000 ft2 Complies PR14]1 directly under a roof with ceiling Does Not heights >15 ft. and used as an office, Not Observable, lobby, atrium, concourse, corridor, Not Applicablestorage, gymnasium/exercise center, convention center, automotive service, manufacturing, non - refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >_ half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture 1 percent. C402.3.2. Skylights in office, storage, Complies 2 automotive service, manufacturing, Does Not PR15]1 non -refrigerated warehouse, retail Not Observable store, and distribution/sorting area Applicablehaveameasuredhazevalue > 90 Not percent unless designed to exclude direct sunlight. C402.4.9 Ceilings with vented dropped ceiling Complies PR16]1 cavities over conditioned spaces have Does Not a continuous air barrier between the Not Observableconditionedspaceandthevented unconditioned space and are sealed to Not Applicable the air barrier of the walls. Unvented dropped ceiling cavities over conditioned spaces without air barrier between the conditioned and unconditioned space are sealed from the exterior environment and adjacent spaces by a continuous air barrier and is sealed to the air barrier of the walls. Unconditioned spaces above separate tenancies contain dividing partitions between the tenancies to form a continuous air barrier that is sealed at the ceiling and roof. Building cavities designed to be air distribution system components are sealed according to the criteria for air ducts, plenums, etc. in Section C403.2.7. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\josh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 7 of 21 111 High impact (Tier 1) 12 IMedium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Usersyosh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 8 of 21 Section Footing / Foundation Inspection Complies? Comments/Assumptions Re .ID C408.2.8, Exterior insulation protected against Complies C404.5 damage, sunlight, moisture, wind, Does Not FO612 landscaping and equipment Not Observable maintenance activities. Not Applicable C403.2.4. Freeze protection and snow/ice ,Complies 5 ;melting system sensors for future Not FO913 Does connection to controls. Not Observable Not Applicable , C402.2.8 , Bottom surface of floor structures Z Complies See the Envelope Assemblies table for values. FO1213 incorporating radiant heating Does Not insulated to >=R-3.5. Not Observable: Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\josh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 9 of 21 Section Framing / Rough -In Inspection Complies? Comments/Assumptions Re .ID C402.4.3, Factory -built fenestration and doors Complies C402.4.4 are labeled as meeting air leakage Does Not , FR18]3 requirements. I Not Observable: Not Applicable : C402.3.3, Vertical fenestration U-Factor. OComplies See the Envelope Assemblies table for values. C402.3.4 01)oes Not FR8]1 Not Observable Not Applicable C402.3.3 Vertical fenestration SHGC value. OComplies ; See the Envelope Assemblies table for values. FR10]1 Does Not ONot Observable ' Not Applicable C303:1'.t Fenestration products rated in Complies f,R 121=,`• :accordance with NFRC. Does Not Not Observable: UNot Applicable C303.1.3 Fenestration products are certified as ;Complies FR13]1 to performance labels or certificates UlDoes Not provided. Not Observable' Not Applicable C402:2:7 U-factor of opaque doors associated Complies 'See the Envelope Assemblies table for values. i Rlf4]• with the building thermal envelope Does Not meets requirements. Not Observable ; Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\UsersVosh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 10 of 21 Section Mechanical Rough -In Inspection Complies? Comments/Assumptions 6 Re .ID C403.2.3 HVAC equipment efficiency verified. Complies See the Mechanical Systems list for values. ME55]2 Does Not Not Observable: Not Applicable C402.4.5..Stair and elevator shaft vents have Complies 1 motorized dampers that automatically Does Not ME3]3 close. Not Observable Not Applicable C403.2.5. Demand control ventilation provided Complies 1 for spaces >500 sq.ft. and >25 Does Not ME59]1 people/1000 sq.ft. occupant density Not Observableandservedbysystemswithairside Applicableeconomizer, auto modulating outside Not air damper control, or design airflow 3,000 cfm. C403.2.7. HVAC ducts and plenums insulated Complies 1 and sealed according to Florida Does Not ME60]2 Section C403.2.7, Table C403.2.7.1, Not Observable. Table C403.2.7.2. Not Applicable C403.2.7. All ducts, air handlers, filter boxes, Complies 2 building cavities, mechanical closets Does Not ME79]2 and enclosed support platforms that Not Observable form the primary air containment Not Applicablepassagewaysforairdistribution systems are constructed and erected in accordance with Table C403.2.7.2 and with Chapter 6 of the Florida Building Code, Mechanical. Ducts are be constructed, braced, reinforced and installed to provide structural strength and durability. All transverse joints, longitudinal seams and fitting connections are securely fastened in accordance with the applicable standards of this section. C403.2.7. Duct insulation is protected from Complies 1.2 damage but not limited to the Does Not ME80]2 following: 1. Insulation exposed to Not Observable weather is suitable for outdoor Not Applicableservice. Cellular foam insulation is protected or painted with a coating that is water retardant and provides shielding from solar radiation. 2. Insulation covering cooling ducts located outside the conditioned space is vapor retardant located outside the insulation, all penetrations and joints of which shall be sealed. C403.2.7. Additional insulation with vapor Complies 1.3 barrier is provided where the Does Not ME81]2 minimum duct insulation requirements Not ObservableofSectionC403.2.7.1.1 are Not Applicabledeterminedtobeinsufficientto prevent condensation. C403.2.8 HVAC piping insulation thickness. Complies ME61)2 Where piping is installed in or under a Does Not slab, verification may need to occur Observable during Foundation Inspection. Not Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\UsersVosh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 11 of 21 Section Mechanical Rough -In Inspection Complies? Comments/Assumptions Re .ID C403.2.8. Piping Insulation exposed to weather Complies 1 is protected from damage (due to sun, Does Not ME7]3 moisture, wind, etc.). Not Observable; Not Applicable C403.2.8 Thermally ineffective panel surfaces of•Complies ME41]3 sensible heating panels have Does Not insulation >= R-3.5. Not Observable 0Not Applicable C403.2.7. Ducts, air handlers, filter boxes, Complies 3 building cavities, mechanical closets Does Not ME10]2 and enclosed support platforms that Not Observable, form the primary air containment Not Applicablepassagewaysforairdistribution systems are sealed in accordance with the applicable criteria of this section and Table C403.2.7.2. C403.2.7. Air distribution systems are sized and Complies 5 designed in accordance with 01)oes Not ME76]2 recognized engineering standards. Not ObservableRefertosectiondetails. Not Applicable C403.2.7. Air -handling units not installed in Complies 6 attics of commercial buildings. Does Not ME77]2 Not Observable: Not Applicable C403.2.7. Cavities in framed spaces are not Complies 4 used to deliver air from or return air to Does Not ME78]2 the conditioning system unless they Not Observablecontainanairductinsertwhichis ApplicableinsulatedinaccordancewithSectionNot C403.2.7.1 and constructed and sealed in accordance with the requirements of Section C403.2.7.2 appropriate for the duct materials used. C403.2.7. Ductwork operating >3 in. water Complies 1.3 column requires air leakage testing. Does Not ME11]3 Not Observable Not Applicable C403.3.1, Air economizers provided where Complies C403.3.1. required, meet the requirements for Does Not 1 ME62]1 design capacity, control signal, ventilation controls, high -limit shut-off ,; Not Observable integrated economizer control, and Not Applicable provide a means to relieve excess outside air during operation. C408.2.2. Air outlets and zone terminal devices Complies 1 have means for air balancing. Does Not ME53]3 0Not Observable Not Applicable C403.4.2 VAV fan motors >=7.5 hp to be driven •Complies ME66]2 by variable speed drive, have a vane- Does Not axial fan with variable pitch blades, or Not Observable have controls to limit fan motor Not Applicabledemand. C403.2.6 Exhaust air energy recovery on Complies ME57]1 systems meeting Table C403.2.6 Does Not Not Observable Not Applicable 1 I High Impact (Tier 1) 12 IMedium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\josh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 12 of 21 Section Mechanical Rough -In Inspection Complies? I Comments/Assumptions Re .ID C403 AiV Unenclosed spaces that are heated Complies M '7 ]1 -,use only radiant heat. Does Not ONot Observable . i Not Applicable ; Section Rough -In Electrical Inspection Complies? I Comments/Assumptions Re .ID C40~Z':2:. ;Automatic controls to shut off all OComplies 1 building lighting installed in all Does Not EL2 2J .,;buildings. Not Observable Not Applicable , 7405T2 l. Independent lighting controls installed CompliesJ1 • per approved lighting plans and all 43Does Not 1EL., 2C i manual controls readily accessible and; Not Observable' visible to occupants. Not Applicable C405.2.1. Lighting controls installed to uniformly'Complies ; 2 reduce the lighting load by at least Does Not EL15]1 5096. Not Observable, Not Applicable , zones provided withh Complies52tZ:.'Daylight individual controls that control the Does Not EL 1 k` 6]r2.: lights independent of general area lighting. Not Observable: ApplicablejNot C405.2.3 Sleeping units have at least one Complies EL17]3 master switch at the main entry door Does Not that controls wired luminaires and bNot Observable, switched receptacles. Not Applicable , C405.2.2. Occupancy sensors installed in Complies 2 required spaces. Does Not EL18]1 Not Observable' Not Applicable C405.2.2.: Primary sidelighted areas are Complies 3 equipped with required lighting QDoes Not EL20]1 controls. Not Observable'. Not Applicable C405.2.2. , Enclosed spaces with daylight area Complies ; 3 under skylights and rooftop monitors Does Not EL21]1 are equipped with required lighting Not Observable' controls. Not Applicable ; 12405eZA Automatic lighting controls for exterior;Complies EL2.5'j? lighting installed. Does Not Not Observable: Not Applicable ; C405.2.3 Separate lighting control devices for Complies EL4]1 specific uses installed per approved Does Not lighting plans. Not Observable' Not Applicable C405.3 Fluorescent luminaires with odd Complies EL19]3 numbered lamp configurations that Does Not are within 10 feet center to center (if Not Observable recess mounted) or are within 1 foot edge to edge (if pendant or surface Not Applicable , mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per Complies EL6]1 face. Does Not Not Observable; Not Applicable Tier 1) 1 3 1Medium Impact (Tier 2) 1 3 I Low Impact (Tier 3) Project Title: Yamin Building I Report date: 08/28/17 Data filename: C:\UsersVosh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 14 of 21 Section Re .ID Rough -In Electrical Inspection Complies? Comments/Assumptions C405.6 Exterior grounds lighting over 100 W Complies EL24)1 provides >60 Im/W unless on motion Does Not sensor or fixture is exempt from scope:0Not ObservableofcodeorfromexternalLPD. Not Applicable C405.2.3 Additional interior lighting power Complies EL811 allowed for special functions per the Does Not approved lighting plans and is 0Not ObservableautomaticallycontrolledandNotApplicableseparatedfromgenerallighting. Additional Comments/Assumptions: 111 High Impact (Tier 1) 1 2 . medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\josh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 15 of 21 Section Insulation Inspection Complies? Comments/Assumptions 6& Re .ID C402.4.1. 'All sources of air leakage in the OComplies 1 building thermal envelope are sealed, Does Not IN1]1 caulked, gasketed, weather stripped I Not Observable' or wrapped with moisture vapor - Not Applicablepermeablewrappingmaterialto minimize air leakage. C402.4.2.. Roof R-value. For some ceiling Complies ; See the Envelope Assemblies table for values. 1 systems, verification may need to Does Not IN2]1 occur during Framing Inspection.Not Observable; Not Applicable ; C303.2, Roof insulation installed per Complies ; C407.2.1 manufacturer's instructions. Blown or ;Does Not IN3]1 poured loose -fill insulation is installed ,Not Observable only where the roof slope is <=3 in Applicable12. Roof/ceiling insulated to an R- ONot value of at least R-10. Multiple -family residential roofs/ceilings insulated to an R-value of at least R-19. Where cavities beneath a roof deck are ventilated, the ceiling is considered the envelope component. C4022.1. ;High-albedo roofs satisfy one of the Complies 1 following: 3-year-aged solar Does Not IN5]3 reflectance >= 0.55 and thermal Not Observable remittance >= 0.75, 3-year-aged solar reflectance Not Applicableindex >= 64.0, initial year solar reflectance >= 0.70 and thermal remittance >= 0.75, or initial year solar reflectance index >= 82.0. C303.2 Above -grade wall insulation installed Complies IN7]1 per manufacturer's instructions. Does Not Not Observable Not Applicable C402r2.5 Floor insulation R-value. Complies See the Envelope Assemblies table for values. IN Does Not Not Observable Not Applicable C3,03 {2 Floor insulation installed per Complies IIV9.]? manufacturer's instructions. Does Not Not Observable . Not Applicable C303 l Building envelope insulation is labeled 'Complies IN1i0j? with R-value or insulation certificate Does Not i providing R-value and other relevant Not Observable. data. ApplicableNot C3,0.3_;2•1, • Exterior insulation is protected from Complies I damage with a protective material. r Does Not ; Verification for exposed foundation Not Observable, insulation may need to occur during Not ApplicableFoundationInspection. C402.2.1 Insulation intended to meet the roof Complies IN17]3 insulation requirements cannot be ODoes Not installed on top of a suspended Not Observable , ceiling. Mark this requirement r compliant if insulation is installed Not Applicable , accordingly. Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\UsersVosh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 16 of 21 I I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\UsersVosh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd *2.cck Page 17 of 21 Section Final Inspection Complies? Comments/Assumptions C402.4.6 Weatherseals installed on all loading Complies FI37]1 dock cargo doors. Does Not Not Observable Not Applicable C403.2.4. 'Heating and cooling to each zone is Complies 1 controlled by a thermostat control. Does Not FI47]3 bNot Observable Not Applicable C403.2.4. ' Minimum one humidity control device 'Complies 3.4 per installed Not F151]3 humidification/dehumidification Does Not Observable system. Controls prevent ApplicablesimultaneousoperationofNot humidification and dehumidification equipment. C403.2.4. Thermostatic controls have a 5 OF Complies 2 deadband. Does Not F138)3 Not Observable. Not Applicable ; C403.2.4. Temperature controls have setpoint Complies 2 overlap restrictions. Does Not F120]3 Not Observable Not Applicable . C403.2.4. Each zone equipped with setback Complies 3 controls using automatic time clock or Does Not F139]3 programmable control system. Not Observable Not Applicable C403.2.4. Automatic Controls: Setback to 55"F Complies 3 heat) and 85"F (cool); 7-day clock, 2- Does Not F140]3 hour occupant override, 10-hour Not Observable backup Not Applicable C408.2.5. Furnished HVAC as -built drawings Complies 1 submitted within 90 days of system Does Not F17]3 acceptance. Not Observable Not Applicable , C303.3, Furnished O&M manuals for HVAC Complies C408.2.5. systems within 90 days of system Does Not 3 1`18]3 acceptance. Not Observable Not Applicable C408.2.5. An air and/or hydronic system Complies 3 balancing report is provided for HVAC Does Not FI43]1 systems. 0Not Observable. Not Applicable C408.2.3. HVAC control systems have been Complies 2 tested to ensure proper operation, Does Not FI10]1 calibration and adjustment of controls.: Observable Not Applicable , C408.2.2 An air and/or hydronic system Complies F154]3 balancing report is provided for HVAC Does Not systems serving zones >5,000 ft2 of Not Observable. conditioned area. Refer to section for Not Applicablefulldetails. 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\User5\josh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 18 of 21 Section Final Inspection Complies? Comments/Assumptions Re .ID C402'.4.8 Recessed luminaires in thermal Complies FI2613 envelope to limit infiltration and be IC Does Not rated and labeled. Seal between Not Observable' interior finish and luminaire housing. Not Applicable C403.2.1 HVAC systems and equipment design Complies FI50]3 loads calculated in accordance with Does Not ANSI/ASHRAE/ACCA Standard 183 or Not Observable183orACCAManualNandshallbe attached to the code compliance form Not Applicable submitted to the building department when the building is permitted or, in the event the mechanical permit is obtained at a later time, the sizing calculation shall be submitted with the application for the mechanical permit. C403:2.2 , HVAC systems and equipment Complies FI27]3 capacity does not exceed calculated Does Not loads. Not Observable Not Applicable C408.2.5. :Furnished as -built drawings for I Complies 1 • electric power systems within 30 days Does Not FI16]3 ;of system acceptance. Not Observable Not Applicable C303.3, :Furnished O&M instructions for 'Complies C408.2.5. systems and equipment to the 'Does Not 2 FI17]3 'representative. building owner or designated Not Observable Not Applicable C405.5.2 Interior installed lamp and fixture Complies See the Interior Lighting fixture schedule for values. FI18]1 lighting power is consistent with what Does Not is shown on the approved lighting Not Observable plans, demonstrating proposed watts Not Applicablearelessthanorequaltoallowed watts. C405.6.2 Exterior lighting power is consistent .Complies See the Interior lighting fixture schedule for values. FI19]1 with what is shown on the approved Does Not lighting plans, demonstrating proposed watts are less than or equal Not Observable to allowed watts. Not Applicable C408.2.1 Commissioning plan developed by :Complies FI28]1 registered design professional or :[:]Does Not approved agency. Not Observable: Not Applicable C408.2.4 Preliminary commissioning report UComplies F129]1 completed and certified by registered 'ODoes Not design professional or approved Not Observable agency. Not Applicable C408.2.5. Final commissioning report due to ,Complies 4 building owner within 90 days of Does Not F130]1 receipt of certificate of occupancy. Not Observable Not Applicable C408.2.3. HVAC equipment has been tested to 'Complies 1 ensure proper operation. ;Does Not FI31]1 ONot Observable, Not Applicable 111 High Impact (Tier 1) 12 , Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\UsersVosh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 19 of 21 Section Final Inspection Complies? Comments/Assumptions C408.2.3. Economizers have been tested to Complies 3 ensure proper operation. Does Not FI32]1 Not Observable Not Applicable C408.3 Lighting systems have been tested to ,Complies FI33]2 ensure proper calibration, adjustment, Does Not programming, and operation. Not Observable Not Applicable , C408.3 Lighting systems have been tested to Complies F148]2 ensure proper calibration, adjustment, 'Does Not programming, and operation. Not Observable, Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 .1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\josh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #Z.cck Page 20 of 21 c 6. Project Title: Yamin Building Report date: 08/28/17 Data filename: C:\Users\losh\Documents\COMcheck\Air Dynamics\2598 West Airport Blvd #2.cck Page 21 of 21 TEMPSTA730 Heating ana cooling Products Performance Series Product Specifications EFFICIENT 14 SEER AIR CONDITIONER ENVIRONMENTALLY SOUND R-410A REFRIGERANT 1-1/2 THRU 5 TONS SPLIT SYSTEM 2W= Volt, 1-phase, 60 Hz REFRIGERATION CIRCUIT Scroll compressors on all models Filter -Drier supplied with every unit for field installation Copper tube / aluminum fin coil EASY TO INSTALL AND SERVICE Easy Access service valves on all models External high and low refrigerant service ports Only two screws to access control panel Factory charged with R-410A refrigerant BUILT TO LAST Baked -on powder coat finish over galvanized steel Post -painted (black) coil fins Coated, weather -resistant cabinet screws Coated inlet grille with 3/8" (10mm) grille spacing for extra protection (hail guard) LIMITED WARRANTY* 10 year parts limited warranty (including compressor and coil) with timely registration 5 year parts limited warranty if not registered within 90 days of original installation R For owner occupied, residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for other applications. Use of the AHRI Codified TM Mark Irrdkdes a manufacturer's participation In the proprem For vedDemlon of omtMcmlon for Individual produGs, go to www.ahrldredory.org . C UL US LISTED Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship / Operating Number tons) BTU/hr AmpaclV or Breaker width x depth x height In. (mm) Weight lbs. (kg) NXA418GKC 1-1/2 18,000 11.7 20 23-1/8 x 23-1/8 x 24-13/16 587 x 587 x 630) 134/123 (61/56) NXA424GKC 2 24,000 14.1 20 25-3/4 x 25-3/4 x 25 654 x 654 x 635) 140/119 (84/54) NXA430GKC 2-1/2 30,000 16.8 25 31-W16 x 31-3/16 x 31-13/16 792 x 792 x 808) 186/151 (84/68) NXA436GKC 3 36,000 18.1 30 31-/16 x 31-3/16 x 24-13/16 792 x 792 x 630) 151/134 (68/87) NXA442GKC 3-1/2 42,000 22.3 35 31-/16 x 31-3/16 x 39-1/8 792 x 792 x 994) 2321192 (105/87) NXA448GKC 4 48,000 20.9 35 31_/16 x 31-/16 x 28-7/16 792 x 792 x 722) 200/182 (91/82) NXA460GKC 5 60,000 27.5 40 31 /16 x 31-W 6 x 31-13/16 792 x 792 x 808) 218/197 (99/89) Specifications subject to chenes wkhout notice. 421 21 6240 04 1 /13/16 H rt 7 TEMw-wwmX7,mV FAN COILS ALL MODELS 1-1/2 thru 4 tons Available for environmentally sound 8-410A systems Factory installed piston metering device with Teflon ring Sweat connections Primary and secondary drain fittings with brass inserts Multiple electrical entry locations Time delay relay (TDR) Feld installed heater packages from 5 kW - 30 kW available separately HUD approved for manufactured housing 208/230-1-60 supply voltage Units tested and certified by manufacturer to achieve a 2% or less leakage rate at 1.0 inch water column 1 inch thick insulation with R value of 4.2 Multiposition installation - upflow or horizontal left standard, horizontal right with minor modification (field convertible to downflow with available accessory kit) No Heat (Plug) Kit factory installed Filter (washable) available as accessory FEM4P ECM 5-speed motor Low voltage circuit protective fuse (3amp) infine on wire harness FSM4P FEWR FSM4P Product Specifications Available Styles FEM4P4 ow orizonta ow ow rt krt Motor PSC 2-speed motor CERTIFIE' Printed circuit board (PCB) with low voltage circuit protective fuse (5 amp) LC WARRANTY* Use of the A Iw Carded TM Marc Indicates a EEM manufacturers perUdpatlon In the program. For vadcadan of owNwilon for Individual poducts, 1 year No Hassle Replacement- limited warranty go to mmahrdlrectory.org. FEM. FSM 5 year parts limited warranty With timely registration, an additional 5 year parts limited warranty For owner occupied, residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for other applications. C UL US LISTED Model Number Tons Nam. CF M (L/s) Dimensions H x W x D In. (mm) FI tw Slxe In. (mm) SNP Wit lbs. (kg) FEM4P180D- 1-12 600 (283) 42-11/16 x 14-16 x 22-1/16 (1054 x 364 x 560) 13 x 21-12 (330 x 546) 112 (51) 2 800 (378) 42- x x- 6 054 x 364 x 3 x - x x 7 x- 6 1261x 448 x x 1-/2 (416 x 2-12 1000 (472) x 17 x- 6 x 448 x x - x 546) 122 6x2 - x- 6 x 537 x 9- x- x 3 1200 (566) 49-5/8 x 7 x -1 6 x 448 x x-1/2 (416 x x 21- x- 6 35 x 537 x 7 x - x 4 3-1/2 1400 (661) 49-WB x 21-1/8 x 22-1/16 (1261 x 537 x 560) 19-7/8 x 21-12 (505 x 546) 156 4 1600 x 21-1 x- 26 x 337 x x 2 -1 x 546) 157(7 FSM4P4800a' 53-7116 x 24-11#16 x 22-1/16 (1357 x 627 x 560) 23-5/16 x 21-12 (592 x 546) 182 (83) A = Copper Tube, Aluminum Fin Evaporator AL = Aluminum Tube, Aluminum Fin Evaporator AT = Tin Coated Copper Tube, Aluminum Fin Evaporator Spam are subled to cheap aIMM RWM. 495 21 5502 00 1/3/14 A C N J Heater Model Now" kl r 8 230e EHK05AM 5 EHK05AKN"' S EHKOSAKB• 5 EHKOSAKB• 5 EHK07AKN e EHKO)AKB e EHKOBAKCNt 9 9 i EHKIOAKN 10 EHKIOAKB 10 EHKISAKF 15 EHKISAKB I5 EHKISAHN 15 EHKIBAHN IS EHK20W 20 EHK20AKB 20 B EHK25AHCFt 24 g 24 30 EHK30AHCF* 30 JJ 209r 39 3a 39 3.6 e9 eo e.e Be 73 73 11.3 Ila na 13.6 16.0 1&0 ISA ISO 223 22.5 ELECTRIC HEATER ELECTRICAL DATA BRANCH CIRCUITPHEATERAMPS N INTERNAL 201MV MIn Amp effy t IDn Who Skm (AWG) Mtn Dad WIm She Wx Fu&tXM Bb Amps Mee Win Length A CIRCUIT 20N230V 20M9DV1 2091113011 20Mov 20um(M# S PROTECTION E Sin DUN Circuit Sine Dud GttwiadtDudCIlewt nbadl Dull CircuitDualSingleChM Single q Grtwt L1,12 L3,W Clmwt L1,L2 L3,U CIMSgradl L1, L2 L3. L4 C LI, L2 L3,IA CbeuH LIA2 L3,I4 Clredl LI,1.2 L3,lA I None 10112o.0 209r20.4 I0110 IWID 3WJO an I None IDIr20.0 312JM NO 10110 3505 gyve 1 Gd BLr 18.1rao 2eA28.4 10110 111110 XVX mu I Ch Bla I8.I1209 312M.5 No 10110 35rd5 am I NON 20.91310 44.714&5 N0 folio 45150 SNSo I CM Bio 20.VX0 44.11483 N0 10110 45150 5W I Nose 32.N3e.0 49=3 No INIO SNSD 541g7 3 None 10.0R0.0 32.06f4.5 we lall0 910 I Nam 36.2140.0 53AS&S 601 INTO Im I MIS Bid 30W.0 539r50.5 Ne 1910 6011110 71111111 I Ftu 542159.9 3SZ40A Ie.I120.0 7e9N3.4 53.4150.5 2271250 414 NB I0110 NS 10110 10110 SOD SM 2W5 e91e9 70100 We I Cis Oki 30.2r400 18.11200 63.&%&S 22.705.0 NB 10110 folio 10110 60160 2y25 TOM 750E 3 NON 31.3UA 47.71511 lye folio 5OW 6N90 3 Now 3741413 553A0.4 No IN9 60t70 Tom I Fuse rams 35.2140.0 352140.0 9B91IO8.4 53.NSSS 452150.0 312 olS SA a 10110 10110 foolifo BOND SON 1151109 7NO 59159 I CMBb 30.2140.0 30214110 53ASM 45.lWA lyS NO 10110 10110 Sm SIM Im 591M 3 Fun SO.IFA4 712/772 414 010 SNSO 9N05 I Fuse 90.7NB3 IIaN1279 Ul 6rB 1251150 Ilytfe 3 Fuse 02 V02 UM59 313 N0 901100 970 1 Fme 109.01120.0 144911603 on AM ISN175 1171150 FIELD MULTIPOINT WIRING OR 24 AND 30 KW SINGLE PHASE H Heater Amps 2081230V Minimum Circuit Ampaclty Minimum Wire Sae (AWG) Min Gnd Max FuselCkt Bkr Amps Max Wire Length 2081230V Heater Model Heater kW A 2081230V 2081230V$ Wire • 208/230V FT)$$ Sae 230V 208SE L1, L2 L3, L4 L5, L6 L1, L2 L3, L4 L5, L6 L1, L2 U, L4 L5, L6 20V230 L1, L2 L3, L4 L5, L6 L1, L2 L3, L4 L5, L6 EHK25AHCF 24 18.1 28.9 2.0 28.9132.0 28.9/32.0 44.7 48.5 36 40.0 36. 40.0 8/8 8 818 1010 45 40140 40140 59 0 73173 73173 E OAHCF u 4.s 30 22.5111 36. 40.0 1 36-2140.0 1 36.Zf40.0 I53 8 58.5 45.3 50.0 45.3 50.0 6 8 8 1010 60 60 50 50 5 50 78 80 59 59 59159 I Copper wire must be used. It other than uncoated (non -plated), 75° C ambient, copper wire (solid wire for 10 AWG and smaller, stranded wire for larger than 10 AWG) is used, consult applicable tables of the National Electric Code (ANSUNFPA 70). When used with Fan Coil model sizes 2400, 3600. When used with Fan Coil model saes 4200, 4800. Includes blower motor amps of largest Fan Coil used with heater. t Supplied as single phase, field convertible to 3-phase. Supplied as 3-phase, field convertible to single phase, single or multiple supply circuits. Length shown is as measured one way along wire path between unit and service panel for a voltage drop not to exceed 2%. INSPECTION SEQUENCE BP# 17-2051 ADDRESS: 2598 West Air ort Blvd. BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 30 Frame 40 Insulation Rough Firewall Screw Pattern 50 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof Com'l) Building Ceiling Grid Final Roof Final Sfucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 20 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspect on 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 F1000 Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014 Revision.11. City.of Sanford. Response.to C'omments,11 Building. & Fire- Prevention Division Ph: 407.688:5150 Fax::407.:688:5152 ti 2017sOCR1$ Email: building@'sanfArdfl.gov- Permit # '1 8 ubmittalate Project Address: SLIv • 3Z Contact: 5 1w= Ph: 'Fax - Email: JJC: V I %OV- . Jbn-I . o Q D Trades encompassed in revision: General. description of`revision: f Building G i'1> ,U lA(. 6 % ` Awtv ' Plumbing Electrical 0 ---M hanical Life Safety Waste Water Department Utilities D Waste Water Planning Engineering Fire Prevention 0 Building ROUTING INFORMATION Approvals- COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100008 BUILDING APPLICATION #: 17-10000859 BUILDING PERMIT NUMBER: 17-10000859 UNIT ADDRESS: AIRPORT BLVD W 2598 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: DATE: November 16, 2017 26-19-30-5AE-720B-0010 PARCEL: TRACT: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: YAMIN JOSEPH T ADDRESS: 222 NOB HILL CIR LONGWOOD FL 32779 LAND USE: WAREHOUSE/OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: RWAREHOUSE "A" WITH EFERENCE 17„100008604(1QOFF2 STMTS) T. E FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Office < 100K Square Feet 1,545.00 ROADS -COLLECTORS CO -WIDE ORD Office < 100K Square Feet 00 ROADS -ARTERIALS CO -WIDE ORD Warehousing* 358.00 ROADS -COLLECTORS CO -WIDE ORD Warehousing* 00 FIRE RESCUE N/A LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A 036 1000gsft 55.62 000 1000gsft 00 6.264 1000gsft 2,242.51 000 1000gsft 00 00 00 00 00 00 AMOUNT DUE 2,298' 00 STATEMENT RECEIVED BY/ PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO N TIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No.: 0110.1701550.0000 Date Typed: January 19, 2018 1r Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Tom Davis Construction, Inc. 515 Distribution Drive Melbourne, FL 32904 Project: Yamin Warehouse Building A, Materials Testing 2598 West Airport Road Boulevard, Sanford, Seminole County, FL 32771 As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or field inspection services on the above project. Testing results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. Dale Type of Report 9350827-1 01/09/2018 4" x 8" Cylinder Test Specimens Report - First Issue 9350827-2 01/09/2018 4" x 8" Cylinder Test Specimens Report - First Issue 9350827-3 01/09/2018 4" x 8" Cylinder Test Specimens Report - First Issue We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned or Martha Campos (extension 23067). Attachments (3) me Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Vts1. IRIZ,q •, No 01610 , 9 STATE OF 0% ' t ` ss ON Manuel Irizarry 2018.01.19 11:41:42 05'00' Manuel Irizarry, P.E., M.E.C.E. Sr. Project Engineer -Construction Svcs STATE OF FLORIDA Professional Engineer No. 81510 This Item has been electronically signed and sealed by Manuel Irizarry, P.E., M.E.C.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. For the mutual protection of Universal's clients, the general public, and ourselves, our reports are submitted as the confidential property of our clients. Accordingly, authorization for reliance upon, or publication of, all or portions of this report is reserved pending our written approval. Revised May 2015 UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Compressive Strength of 4" x 8" Cylinder Test Specimens ASTM C-39) Client Tom Davis Construction, Inc. 515 Distribution Drive, Melbourne, FL 32904 Project Yamin Warehouse Building A, Materials Testing 2598 West Airport Road Boulevard, Sanford, Seminole County, FL 32771 Structural Element: Slab on Grade Sample Location: Building A - Sampled at 10' N X 10' E From SW Corner of Building Project No: 0110.1701550.0000 ReportNo.: 9350827-1 CT 010918 WorkorderNo.: 9350827 Lab No.: 18A145-C Date list Issue: January 17, 2018 Seta 1 of 3 Isample From: Concrete Truck Sample By: Samuel Castellanos On 01/09/2018 JAII Lab On or Before: 01/11/2018 General Information Specified Strength / Sampling Times Placement Information General Contractor: Tom Davis Construction Specified Strength: 4000 psi @ 28 days Truck Load: 10.00 cu yds. Subcontractor: Mix Design Strength: 4000 psi @ 28 days Cumulative Ouantity: 10.00 cu yds. Supplier: Cemex Water Added at Site: N/A Total Placement for the Day: 300.00 cu yds. Truck No.: 10068067 Time Batched: 5:09 AM Ticket No.: 35452465 Time Sampled: 6:10 AM Mix Design: 1403549 Admixture: Nis Weather Condition: Partly Cloudy Field Test Results Air Content: N/A Slump: 4.50 inches Ambient Temp: 59 4F Concrete Temp: 68 QF Unit Weight: N/A Results of Laboratory Testing Test Results Date Tested Age Days Type Of Fracture Actual Dimen.1 in) Actual Dimen.2 in) Avg. Dimon. in) Test X-Sect. Area (In2) Max Compressive Load (Ibs) Test Compressive Strength(psl) Average psi) 1 01/16/2018 7 5 4.02 4.00 4.01 12.63 58,245 4,610 2 02/06/2018 28 3 02/06/2018 28 4 02/06/2018 28 5' H' 02/06/2018 28 Remarks Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100% of the specified strength will be attained by twenty-eight (28) days. Note H'- Hold Cylinder -'D'- Defective Cylinder, Un-testable _ E'- Excluded From Average 7771 Sampled per ASTM C-172 - Yes Air Content Performed per ASTM C-173 or C-231 - No Unit Weight Performed per ASTM C-138 - N/A Slump Performed per ASTM C-143 - Yes Concrete Temperature Performed per ASTM C-1064 - Yes Molded per C-31 - Yes Initially Cured per ASTM C-31 - Unknown Capped in Lab to ASTM C-1231 Cured & Tested in Lab per ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Compressive Strength of 4" x 8" Cylinder Test Specimens ASTM C-39) Client Tom Davis Construction, Inc. 515 Distribution Drive, Melbourne, FL 32904 Project Yamin Warehouse Building A, Materials Testing 2598 West Airport Road Boulevard, Sanford, Seminole County, FL 32771 Structural Element: Slab on Grade Sample Location: Building A - Sampled at 10' N X 20' W From SE Corner of Building Project No: 0110.1701550.0000 ReportNo.: 9350827-2 CT 010918 WorkorderNo.: 9350827 Lab No.: 18A146-C Date 1st Issue: January 17, 2018 Set# 2 of 3 1 Sample From: Concrete Truck Sample By: Samuel Castellanos On 01/09/2018 JAt Lab On or Before: 01/11/2018 General Information Specified Strength / Sampling Times Placement Information General Contractor: Tom Davis Construction Specified Strength: 4000 psi @ 28 days Truck Load: 10.00 cu yds. 1 Subcontractor: Mix Design Strength: 4000 psi @ 28 days Cumulative Ouantity: 60.00 cu yds. Supplier: Comex Water Added at Site: N/A Total Placement for the Day: 300.00 cu yds. Truck No.: 10067010 Ticket No.: 35452512 Mix Design: 1403549 Admixture: N/S Time Batched: 5:46 AM Time Sampled: 7:00 AM Weather Condition: Partly Cloudy Field Test Results Air Content: N/A Slump: 5.25 inches Ambient Temp: 60 QF Concrete Temp: 69 QF Unit Weight: N/A Results of Laboratory Testing Test Results Date Tested Age Days Type Of Fracture Actual Dimen.1 in) Actual Dlmen.2 In) Avg. Dimen. In) Test X-Sect. Area (In2) Max Compressive Load (Ibs) Test Compressive Strength(psl) Average psi) 1 01/16/2018 7 3 4.02 4.01 4.02 12.69 45,975 3,620 2 02/06/2018 28 3 02/06/2018 28 4 02/06/2018 28 5'H' 02/06/2018 28 Remarks Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100% of the specified strength will be attained by twenty-eight (28) days. Note H-- Hold Cylinder -'D-- Defective Cylinder, Un-testable -'E'- Excluded From Average Sampled per ASTM C-172 - Yes Air Content Performed per ASTM C-173 or C-231 - No Unit Weight Performed per ASTM C-138 - N/A Slump Performed per ASTM C-143 - Yes Concrete Temperature Performed per ASTM C-1064 - Yes Molded per C-31 - Yes Initially Cured per ASTM C-31 - Unknown Capped in Lab to ASTM C-1231 Cured & Tested in Lab per ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Compressive Strength of 4" x 8" Cylinder Test Specimens ASTM C-39) Client Tom Davis Construction, Inc. 515 Distribution Drive, Melbourne, FL 32904 Project Yamin Warehouse Building A, Materials Testing 2598 West Airport Road Boulevard, Sanford, Seminole County, FL 32771 Structural Element: Slab on Grade Sample Location: Building A - Sampled at 20' S X 20' E From NW Corner of Building Project No: 0110.1701550.0000 ReportNo.: 9350827-3 CT 010918 WorkorderNo.: 9350827 Lab No.: 18A147-C Date list Issue: January 17, 2018 Seta! 3 of 3 ISample From: Concrete Truck sample By: Samuel Castellanos On 01/09/2018 JAt Lab On or Before: 01/11/2018 General Information Specified Strength / Sampling Times Placement Information General Contractor: Tom Davis Construction Specified Strength: 4000 psi @ 28 days Truck Load: 10.00 cu yds. Subcontractor: Mix Design Strength: 4000 psi @ 28 days Cumulative Quantity: 120.00 cu yds. I Supplier: Comex Water Added at Site. N/A Total Placement for the Day: 300.00 cu yds. Truck No.: 10065278 Time Batched: 6:46 AM Ticket No.: 35452649 Time Sampled: 7:30 AM Mix Design: 1403549 Admixture: N/S Weather Condition: Partly Cloudy Field Test Results Air Content: N/A Slump: 6.00 inches Ambient Temp-7— emp61 QF Concrete Temp: 67 QF Unit Weight: N/A Other Results/Comments: Sampled truck at 120yds because truck at 110yds was not able to discharge due to malfunction with shoot. Results of Laboratory Testing Test Results Date Tested Age Days Type Of Fracture Actual Dlmen. 1 in) Actual Dimen. 2 in) Avg. Dimen. in) Test X- Sect. Area ( In2) Max Compressive Load ( Ibs) Test Compressive Strength( psl) Average psi) 1 01/16/2018 7 5 4.00 4.02 4.01 12.63 35,835 2,840 2 02/06/2018 28 3 02/06/2018 28 4 02/06/2018 28 5' H' 02/06/2018 28 Remarks Cylinders are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, It is a reasonable practice to use this as an indication that 100% of the specified strength will be attained by twenty-eight (28) days. Note H'- Hold Cylinder -'D'- Defective Cylinder, Un-testable : E-- Excluded From Average Sampled per ASTM C 172 Yes Air Content Performed per ASTM C-173 or C-231 - No Unit Weight Performed per ASTM C-138 - N/A Slump Performed per ASTM C-143 - Yes Concrete Temperature Performed per ASTM C-1064 - Yes a Molded per C 31 -Yes Initially Cured per ASTM C-31 -Unknown Capped in Lab to ASTM C-1231 Cured & Tested in Lab per ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.