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Home My WebLink About18-19183 , �. �CITY OF ZEPHYRFiILLS 5335-8TH STREET -. - - �' (813)780:,0020 : . �. 183 BUILDING PEF�MIT - PERMIT INFORMATION ,. LOCi4TION INFORMATION ,, Permit Number: 19183 Ad'dress: 4932 GALL BLVD Permit Type: COMMERCIAL �``��;,;„�: ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: � Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: ,14-26-21-0010-00800-0120 Improv. Cost: 20,000.00 OWNER INFORMATION Date Issued: 1/30/2018 Name: HERNANDEZ VINCENT & EMINA Total Fees: 235.00 Address: 26652 SHOREGRASS DR Amount Paid: 235.00 WESLEY CHAPEL FL 33544-7728 Date Paid: 1/30/2018 Phone: Work Desc: INTERIOR RENOVATION /CLOSET � CONTRACTOR S APPLICATION FEES LINER CONSTRUCTION OF FLORIDA BUILDING FEE 210.00 FIRE PLAN REVIEW FEES 25.00 � ' � . � � � �� - Ins ections Re uired � FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILIN � FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. , NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this 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, state agencies or federal agencies. � "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for ' improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commenceenent." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. l�v'" ' CONT CTOR SIGNAT PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION � CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED ' PROTECT CARD FROM WEATHER i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iioii iiiii iiiii iiii i�ii , 2018017536 -. - , Pertnit No. Parcel ID No �� G �•D6�� • 008d� • O 1 Z U NOTICE OF COMMENCEMENT State of �+O r��Q County of ��S�0 THE UNDERSIGNED hereby gives notice that improvement wlll be mede to certein real property,and in accordance with Chapter 713,Florida Statutes, the following infartnation Is provided in thfs Notice of Commencement: 1. Description of Property: Parcel IdendficaUon No. Street Address: �Z �TQ�� p�V� Z e�h��E'h� ��J ��--• 2. GeneralDescriptionoflmprovement C'ohcre�e } S�dre-�fOhT Q�qSs 3. Ovmer Information or Lessee Information if lhe Lessee coMracted far the improvement: ✓ V►nccr`� }�`-�rhav�G�CZ ✓ �q_3Z Ga"��1e g►ud z-4,;�1 s �� ✓ Address � • City State Interest in Property. __Ow h C V � bu 5�n t s s Name of Fee Simple Titleholder. N I� (If diHerent from Owner Iisted above) Address Ciry State a. convactor. L►h�2►� �'OinS�• o�' �L �._��O�am�.R.J�� UT"Z. !-L Address p q�// ��,Zp Clty State ConVactors Telephone No.. (J�3• '7 ' C� 5. Surety: --- --W �� Name Address City State Amount of Bond: $ Telephone No.. 6. Lender. N�� Neme Address City State Lender's Telephone No.: 7. Persans within the State of Florida designated by the owner upon whom noUces or ather documerrts may be served as provided by Secti n 713.13(1)(a�(7),Florida Statutes: �Ohr1 L�v1e v Name Z�I(a0 S��.S�} �I lu�-Z FL Address ^ City Stete Telephone Number of Designated Person: S�3'Q y Q'b�z-� 8. In addfllon to hlmself,the owner designates of_ to receive a copy of lhe Lienors NoUce as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Des(gnated by Owner: 9. Expiretion date of Notice of Commencement(the expiration date may not be before the completion of wnstruction and final payment to the conUactor,but will be one year from the date of recording uNess a different date is specified): _ I'3 I• ��I 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 FIfdANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I heve read the toregoing noGce of commencement and that the tacts stated therein are We to the best of my knowledge and belief. STATE OF FLORIDA � . � COUNTY OF PASCO � S gnature of Owner or Lessee,or Owners or Lessee's Authorized RGpt:1928301 ReC: S0.00 Officer/Di ctor/PertnedManager DS: 0.00 I T: 0.00 ,� �wit e� 01/31/2018 J. R. , Dpty Clerk Signatory'sTitle/Offlce / i The foregoing fnsWment was acknowtedged before me this`"lv day of J 11�ll.� .20��Jby__1/ I f�C�e 1� 1 � �G�'1��-V�/' as OG(J��r (type of authority,e.g.,officer,trustee,attomey in fad)for ^ e o party 9n bQ o�fw/ry m i e ecuted). Personally Known�OR Produced Identiflcation❑ Notary Signature �'IK�'�' , wt/� -LC� � Type of Idenffication Produced Name(Print) PRULA S 0'NEIL,Ph D PRSCO CLERK 8� C0�1PTR�)LLER� ,..��.ty• ROBERT MARK WILLETT 1 1�' 01/31/2018 02:11 m 1 of 1 �y ;�`�� ;.- Commission#FF944211 , OR BK 9�7� PG 2�4 r �� Expires December 16,2019 '�Rr,t;°`� Ba�dodTtxuTro/F�inlnwmee8063&�7018 wpdatalbcs/noticecammencement�c053048 �y o • � . —, t IQRtlTA+_ , '�''�is_*s'+4 , "_ e ` - '��i^�rr� p ``i� ��"�.. � _ ! ' 1 v � '^ _"""� / City of Zephyrhills �- _ . BUILDING PLAN REVIEW COMMENTS ; �� , � ,`�t _ ��6 � � Contractor/Homeowner: �,,/�'J�C(,t/ �� Date Received: �— ��J � site: ��3,Z C'e.s�?-C//�l�-,l� �� Permit Type: �� /h`K'"� �� Approved w/no comments:❑ Approved w/the below com�-�ents: � Denied w/the below comments: ❑ ��-��.��,(�,-� �►�� e'��wwn„g,��ss��n. �1��- �2��,w-�'� � This comment sheet shall be kept with the pernut and/or plans. €�� , �� C � �� I�lvin Switzer—Plans Examiner D te Co actor and/or omeown ( equired when comments are present) a��-�so-oozo City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date ReceiVed ,��' , Qj`� C�l.� _ 0 3,� Phone Contact for Permitting. 1 Owner's Name ��Y�Ce N t rnan Owner Phone Number Owner's Address �`1�2 l'�G9�� f��UGA Z I1� `�$ �- Owner Phone Number Fee Simple TlUeholder Name Owner Phone Number Fee Slmple TlUeholdar Address JOBADDRESS ��Z �Q�� DIUd Z��'S F�' LOT# � SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTYTAX NOTiC� WORK PROPOSED e NEwCON57R� ADD/ALT Q SIGN Q [� DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER � TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK S Y�re"�r�n� �T�QSS[ h�Q{��(q� 1 fl�e o'�G✓ I 6 S e'�- BUILDING SIZE SQ FOOTAGE� HEIGHT � QBUILDING $ LQ OOG VALUATION OFTOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ �/�� OMECHANICAL $ VALUATION OF MECHANICAI INSTALLATION � �� OGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO ( � �fhe� COStru C�co1-. p �� /'� � BUILDER COMPANY vL SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N I aadrass 2`�IGOS�(ZS`��I lu}Z �C, �355q License# C 6lo02Z� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y! N FEE CURRE� Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address Lfcense# MECHANICAL COMPANY SIGNATURE REGIS�r�D Y/ N �e CuaaEn Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Addresa License# IIIIIIIIIIIIIIIIIIIIItlllllllllllllllllllllllllllllllllllllllllllll RESIDENT1Al. Attech(2)Plot Plans;(2)sets of Buliding Plans;(1)set of Energy Forms;R-O-W Permft far new construction, Minimum ten(10)working days after submlttal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facllities 8 1 dumpster,Site Work Permit for subdivisionsRarga projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fartns.R-Q-W Pertnit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Constructfon Plans,Stortnwater Plans w/Silt Fence installed, Sanftary Facilitles 8 1 dumpster.Site Work Permit for ell new projects.All commercial requlrements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required far all NEW construcUon. I Dlrectlons:• Fill out application completely. Oxmer 8 Contredor sign back of application,notarized If over 52500,a Notice of Commencement la required. (AIC upgrades over 57500) •• Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades AIC Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subje,ct to"deed"restrictions' which may be more restrictive tftan County regulations. The undersigned assumes resdonsibility for compliance with any applicable deed restrictions. UNLICENSED COIdTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. it is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certficate of occupanc�!'or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact fees are due,they must be paid prior to permit issuance in acwrdance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 773,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to I deliver it to the"owner'prior to commencement. 'i CONTRACTOR'SlOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work � will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also ce�tify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WatedWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalis,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - !f the fill material is to be used in Flood Zone "A" in connection with a permitted buiiding using stem wall construction,I certify that fill will be used only to fifl the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adJacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which a�e elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such pertnit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. 1 .03) OWNER OR AGENT � CONTRACTOR Subs r. g ibed�nd swom to r affi ed)_b i re me this Subscribe d swor�(o�tfi¢ned)�eJq�rryp this l :C �fLbv J i�r � by D %4 L /V�fC.. Who is! personally known to mr.�r haslhave produced Who is/are personally kno�em-te�ue or has/have produced es Identiflcadon. as Identif�caUon. 1 �� Notary Public ��'l� Notary Public i Commission No. Commission No. """"-. ROBER7 MARK WILLETT �1"�~� ��T �,, � l��ommission#FF 944211 Name of Natar� `� or am e Name of Notery typed,p o }ji :.; ;.: Com�n�ssion#FF 944211 - • , � � Expires December 16,2019 =�; �� Expires Decem6er 16,2019 '�.p,i ,� Bond�d Tku iroy F�'n Ina�na EOOJ15�7018 ��R`�� ,, Yaid�a Thu Tmy Fain Ina�mes A063867019 ' ' _. . License# CBC060225 (813) 949-0428 Fax (813) 949-5447 COIVSTRUCTION 24160 S.R. 54 UNIT 1 LUTZ, FLORIDA 33559 OF FLORIDA, INC. liner.construction1@verizon.net CITY OF ZEPHYRHILLS 1-2-18 RE:AUTHORIZATION TO SIGN ON PERMITS. LICENSE#CBC060225 TO WHOM IT MAY CONCERN: PLEASE ACCEPT THIS LETTER AS AUTHORIZATION FOR JOHN ROBERT LINER,AS AGENT FOR LINER CONSTRUCTION OF FLORIDA,INC.TO SUBMIT AND SIGN ON ANY AND ALL PERMITS. SINCERELY, . � � ' � F.M.LINER,JR. PRESIDENT � •l�?',q%�ry ROBERT MARK WILLETT a� �: _.: ..: Commission#FF 944211 �' � Expires December 16,2019 �%Rti��' 9a�a.ann,rmyF.Nln�aeoo3esn�s I . �xO� /j a/^�\/� II:OI1tOfl • f// ��V' Y ; �� Y9,^.!i"-�., f� }�I/ � ,C,V v � ��{�- �� '� . S Cit .of Ze h hills l2 Y P Yi' � BUILDING PLAN REVIEW COMMENTS ` I�� Q/(, ...�� - Contractor/Homeowner: i� � L�`'� �— ' Date Received: ` ' Z� /� Site: ` � l f✓I l�—/ Permit Type: - r oY- ��1-��4Y ��f�� Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑ �� (-�/�-( l ��L-`SYt'((� o �o%'�r� This comment sheet shall be kept with the permit and/or plans. ��----`�---�- / �. � � Gene Brown—Fire Safety Officer Date Contractor and/or Homeowner (Required when comments are present) i - - i —�– - ---- _- ---- - - - � - - - _ __ -- _- - .� -- - . - _ __.. �—.---.--�•---..--_. � - -I �. " �EPHYF�HlL[�� Ft�,l� b�P��T�I�P�T 6907 Dairy Road,Zephyrhills, FL 335�42 �iRE SERtliCE U�ER FEE� Occupancy No.: Plare No.: Contractor: Business Name: t'� r�a��h.-S .,�+'c _ Biliing Address: 8usiness Address: �t�`�a ��-.�- B�-,/�� 8usiness Phone Na.: ��3 - to�o - "7� y r 8il(ing Fhone No.: Business Fax No.: Billing Fax No.: Cantact: Contact: PLAN REVIEW FEES IN�PECTIOtd FEES PERMIT FEE FALSE ALAf214➢FEE n Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N!C W)Mufti-FamilylComrnercial .06 sf 1st Re-inspection N/C Standptpes $50 2nd Alarm N!C (Minimum Charge$25.Od 2nd Re-inspec6on $100 Fire Pump $50 3rd Alarm N!C � Ptan Revisians DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-tnspection $50d fire Atarm $50 5th Alarm $150 SPRfNlt1.ER SYSTEIRS {8usiness ctased uni8 LP Gas $50 6th Alarm $200 0-25 Neads $50 vialatians corrected} Natural Gas $50 NON COMPLtANCE $150 26 plus Heads $10Q SPRItdK�ER SYSTEI�S fuel Tanks- Fer�ank $50 STANDPIPE SYSTEi� Hydro Undergraunds $45 Sparklers $10Q � � Per Riser $50 Hydrostatic Test $65 per syslem Fire Wosks $500 FIRE PUflAP Acceptance Test $45 per system Camp Fire $25 �Per Pump $100 Hydrant Flaw $75 Controlled Bum $100 FIRE ALARid�SYSTEt� Hood/Dud $50 8 0-25 DeviCes $58 FtRE Ai.ARAN SYSTIEt�A PI Ce of ASSembly $50 Mnual 26 plus Devices $100 n System Acceptance $54 ire Protection $25 SUPPFtESS101�t SYSTE(�RS �ftecati Acceptance $50 �iammabte Application $5d annuai We2 $50 OTNER Waste Tire Storage $50 r{nnuat Dry $50 Fire WalUSmoke Waf! $15 per wa�t Generaior<KVY $140 CO2 $5Q LP Gas $28 per tenk Generatcr>34 KW '!5Q Other $5q Natural Gas �25 persystem BiaHazard Waste $100 nnnua� KITCHEtd EXHAUST , Fumigation Tenting ffi50 �Haod/DuCts $50 Tent 10'k10'or greater $15 pertent Torch PoUApplied $50 OTHEFt Fire Pump $45 Haz.Materiats $100 nnnuai lP Instaliation per tank $50 Fire Suppression $3Q Fuei Tank fnshaUatian $50 System Acceptance {Pe�Tank} $50 Exhaust HaodlDuct $30 �Naturat Gas lnstauaUon $50 Re-lnspection DB� {Per System} {other than annual) �Spray Baoth $5Q �Inspection scheduled �BL � and canceUed less than 24 hours Construction Insp. N/C Emergency Veh3cle A� $50 FALSE ALARAA Pt.AAtS TOTAL� iNSPECTiOW TOTA4.� PERMtT T07AL TOt,AI�� GRARID TOTAt �,�� ;;� � Comments: � i Date: � G /b' Mspectar: �,r�C��---r c�""�'- nm t , 9/16/2015 ' Florida Building Code Online • � � j;��\ •A.."a • '..� ' -ac '�� :a, „ �� »Y .�^'', .Wf++w� ,. —" '.��. z N;;', �`` . ,�,» ';,t•`'., ., 9 ,.r, �. � $� .s>p"„��: '�" ��'��„c „� • 3'�_ ; �w �ra�...:.. ; "'a>. .��..��rr' ;,,�..: .�„�at;?� m ..v�*�`i : :g,� ,� `' -a"• � �� ' •.$+ �i� �.e '.�' .:s. jt �.'s�.,,�t^�', :'2. _rt�� .,e d ��, + R„' � +; K� �:;:� k;�<°'* �.' a�:�s :�" :.��` _° '� ` _ �'+ „e �' �. ..t�,:> �� ''�"�'�..i�'t'+�'•�'��. ..,.. . j: ,3_ ' ��:-:. . .:.. ��:�. _ ��a(�i��tG�f BCIS Hame p; Log In ( User Registration ; Hot Topl6 i Submit Surcharge { Statr&Facts i Publicatians f F8C Staff �Y,BCIS Site Map I Links � Search � Busines � Professi��l <;� '� ProductApproval �� USER:Public User ��t��a�lOfl Produd Aooroval Menu>Produd or Aooli�tion Search>Aoolication List>Applieatlon Detall L��' ; x f p -+-�L ;,;"' FL# FL14218-R4 ..- F�z�, "d. Application Type Revision Code Version 2014 Application Status Approved Comments Archived [� Product Manufacturer YKK AP America Address/Phone/Email 1229 Hwy 441 Bypass Dublin,GA 31021 � --� ' (678) 838-6000 Ext 6066 ! davidoliver@ykk-api.com ; j e Authorized Signature Hermes Norero ' fbc@buildingdrops.com I r Technical Representative Chris Moody , Address/Phone/Email 332 Fretower Rd i Dublin,GA 31021 � (478)277-2549 chrismoody@ykk-api.com Quality Assurence Representative Greg Hultquist Address/Phone/Email 332 Fretower Road Dublin,GA 31021 (478)277-2515 greghultquist@ykk-api.com Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � �✓a Evaluation Report- Hardcopy Received Florida Engfneer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Architecturel Testing,Inc. Quality Assurance Contract Expiretion Date 12/31/2018 Validated By Locke Bowden . Idl Validation Checklist- Hardcopy Received Certificate of Independence FL14218 R4 COI COI YKK SS 2015-06-20.pdf Referenced Standard and Year(of Standard) Standard Year i AAMA 501 2005 ASTM E283 2004 TAS 201 1994 , , TAS 202 1994 TAS 203 1994 Equivalence of Product Standards http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCevIbDFkr5alMGdjBmQB63,15PikS7etzdOQ%3d%3d 1/3 0 , . 9/16/2015 ' Florida Building Cale Oqline • � Certified By Florida Licensed Professional Engineer or Architect , FL14218 R4 Equiv AAMA 501 Equivalencv SS 2015-07-02.adf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/02/2015 Date Validated 07/16/2015 Date Pending FBC Approval 07/18/2015 Date Approved OS/19/2015 Summa of Products FL# Model,Number or Name Description 14218.1 YHS 50 FI Aluminum Storefront for Insulating Glass-Small Missile Impact Rated Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14218 R4 II YKK105 SS 2015-07-02.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other:This approval includes Small Missile Impact Resistant FL14Z18 R4 AE PER3742 55 2015-07-15.odf only; see included drawings. FL14218 R4 AE YHS 50 FI, 50 FS. 50 TU -Gasket Letter odf Created by Independent Third Party: Yes 14218.2 YHS 50 FI Aluminum Storefront for Insulating Glass-Large Missile Impact Rated Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLi4218 R4 II YKK106 SS 2015-07-02.odf Approved for use outside HVHZ:Yes Verified By; Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+70/-70 Evaluation Reports Other:This Approval is for Large and Small Missile Impact FL14218 R4 AE PER3743 55 ZDi5-07-SS.odf Resistance. Small missile impact glazing is identified on the FL14218 R4 AE YHS 50 FI, 50 FS. 50 TU -Gasket Letter odf drawings with 1/4"tempered glass on the exterior. Created by Independent Third Party: Yes 14218.3 YHS 50 FS Aluminum Storefront for Monolithic Glass- Large Missile Impact Rated Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLi4218 R4 II YKK107 SS 2015-07-02.odf Approved foruse outside HVH2:Yes P Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +90/-90 Evaluation Reports Other:This approval is for Large Missile Impact Resistance FL14218 R4 AE PER3744 SS 2015-07-15.odf FL14218 R4 AE YHS 50 FI. 50 FS. 50 TU -Gasket Letter�df Created by Independent Third Party: Yes 14218.4 YHS 50 FS Aluminum Storefront for Monolithic Glass-Small Missile Impact Rated Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14218 R4 II YKK108 SS 2015-07-02.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+90/-90 Evaluation Reports Other:This approval includes Small Missile Impact Resistant FL142] R4 AE P R"i74 SG �nys-n7-15 odf only; see included drawings. FL14218 R4 AE YHS 50 FI. 50 F5. 50 TU -Gasket Letter odf i Created by Independent Third Party: Yes 14218.5 YHS 50 TU Thermally Broken Aluminum Storefront- Large Missile Impact Rated ' Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLi4218 R4 II YKK109 SS 2015-07-02.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other:This Approval is for Large and Small Missile Impact FL14218 R4 AE PER3746 SS 2015-07-15 odf Resistance. Small missile impact glazing is identified on the FL14218 R4 AE YHS 50 FI. 50 FS. 50 TU -Gasket Letter odf drewings with 1/4"tempered glass on the exterior. Use Azon Created by Independent Third Party: Yes Polyurethane for thermal brake material. http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquDEJErtOSCevIbDFkr5alMGdjBmQ663J5PikS7etzdOQ%3d%3d 2/3 � , 9/16I2015 ' Florida Building Code Or�line • � 14218.6 YHS 50 TU Thermally Broken Aluminum Storefront Small Missile Impact Rated Limits of Use Installatian Instructions Approved for use in HVHZ:Yes FL14218 R4 II YKK110 SS 2015-07-02.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact ResYstant:Yes � Created by Independent Third Party: Yes Design Pressure:+70/-70 Evaluation Reports Other:This approval includes Small Missile Impact Resistant FL14218 R4 AE PER3747 SS 2015-07-15.odf only; see included drewings. Use Azon Polyurethane for FL14218 R4 AE YHS 50 FI. SO FS, 50 TU -Gasket Lekter.odf thermal breke material. Created by Independent Third Party: Yes 6ack Nexk Contad Us: 1940 North Monroe S[reet.Taliahassee FL 32399 Phone:850-487-1824 The State of Florfda Is an AA/EEO emplayer.Coovriaht 2007-2013 State of Florida. ::privacv Statement::Accesslbiliri Statement::Refund Statement Under Florida law,email addresses are publlc remrds.If you do not want your e-mall address released In response to a public-rernrds request,da not send electrnnlc mail to this entity.Irutead,mntact the office by phone or by traditional mall.If you have any questlons,piease contact 850.487.1395.•Pursuant ta Section 455.275(1),Florida Statutes,effective October 1,2012,Ilcensees Ilcensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls pmvlded may be used for offldal oommunimtion with the Iicensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emall addres which mn be made available ta the publfc To detertnine If you are a Ilcensee under Chapter 455,F.S.,please cllck here Product Approval Accepts: �` � eCA_ -,'s�-.�-Y. �CCtltl� Nf'TidlC� .� , http://www.floridabuilding.org/pr/pr_app dU.aspx?param=wGEVXQwtDquDEJErtOSCevIbDFkr5alMGdjBmQB63J5PikS7etzdOQ%3d%3d 3/3 �� p D.L.OPG. D.L.OPG. D.L.OPG. ;QjJ1I1� �w SEE SNEEf 3 SEE 5F1EET 3 SEE SHEET 3 �„ f• -- „ 'f135fIiP�:e� N m —————————— —_____�_ . q � rnc�v.wEucn ,�� uz9 wws�i wvnss DUDLII�I,6EOIi6U 37021 ______ %C(47B)277-t977 FX:(678I83Bd001 _ \ _ � �� '.' m '�{ �I T U# $ D E � E F � �, � �/ O � ------ �O ��m a rwcroresrne •��a � r------ �w a�c�= � A B.L OR� //. � I I h aC p W V � 9EC 9XFET 6 OR 7 FOR OUM7T1T1E5 � w =� �m< l7� Z� PND SHCC�9 FOR D[SGWPiION C9 if1 �/�> � T y m Z m I . < � ZO� Nm zO� �1� /�. � �. I I /// � � H G� 3W d.�' ��i O= // // I / lL� Q �WQ x �= O= �_ .�� /� / I � / W mm � �N uV �m d u� B � � �// �� a�wi d �N aN ��j � � � {u � � � � \ F � � � \ G 0 0� � �\ � � ��• � i SEE SEP TE m � � �� L.M.1.DOOR ROV ,^ /� � I FOR DOOR RATI v� — — — C � � <DETAILS. 7 — — � — � � �------ � � � Z — _ _ ` � � �-- �� MAX.MULLION SPACING �"I �� SEE SFIEETS 4 f 5 FOR DOOR ANC110R5 � ----- —__---�� / SEEAPPROVALFOR35N w � ""°'o'c�TMPE 7YPICAL ELEVATION � � �raanmwunaxmwuow��xw � AB,CORD '�0�r��OfV SEC SIfEEf 6 OR 7 POR�UlJRI11E5 �SERIES Yli$-SO FS NJD 911FPf 9 FOR D[9CftIPIION AWMINUM STOREFRONT SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCfION WfTt1 O OUTSWING ENTRANCE�OORS MODEL 35F1 TI1i5 SYSTEM IS RATED FOR IARGE MISSILE IMPAC! `�� Q *a��i� '� snurrer�s Nor rc�auir�n. �,Q-,.•j... ,.�Li '�,� CODE REQUIREMENTS FORSAFEGUARDS MU57 8E OBSERVED � O, r ••• 6.R� FOR ANY KIND OF GLh55 BEING USED. INSTRUCTIONS: usE cnnRrs as Fou.ows. LAMINATED GLA55 = : ' �� r TF715 PRODUCT I1A5 BEEN DE5IGNED AND TESTED TO CAMPLY WITIi ThIE STEP I DETERMINE DFSIGN WIND LAAD REQUIREMENTS BASF� LARGE MISSIIF IMPAGT � ' F- ti�' REQU�REMENTS OF TI1E GURRENT FLORIDA BUILDING CODE INCW DING � � '• , FtIGFt VELOCI7Y t1URRICANE ZONE(HVtiZ) ON WIND VELOCfTY,BIDG,F1EIGt1T,WIND ZONE �Ji '•., �;• USING APPLICABLE ASCE 7 STANDARD. C�' • .� � WOOD BUCKS BY 0TT7ER5,MUST BE ANCFIORED PROPERLY TO TRANSFER STEP 2 SEE CFIARTS ON SFIEET 3 FOR DESIGN LOAD CAPACITY '�j�y••�C PRO��` LOADS TO Tt7E STRUCTURE. OF DESIRED GLA55 SIZE. �� , ANCt10R5 SF1ALL BE AS IJSTED,SPACED AS SF10HM ON DETAILS,ANCHORS STEP 3 CF7ECK MUWON CAPACRY FOR A GIVEN SPACING AND � m m 2 j F EMBEDMENT TO BASE MATERIAL SF1ALL BE BEYOND WALL DRESSING OR STUGGO. 11EIGHT USING Ct1ART5 ON SNEEf 4 F 5 FOR STORE FRONT �N � y� Q ANCIIORING OR LOADING CONDffIONS NOT St10WN IN TttESE DETAILS MUWON AND SFIEET 8 FOR DOOR MUWON p p � u ,n Z ARP NOT PART OF TF715 APPROVAL TF1E CAPACIN SF70UID IXCEED'R1E DESIGN LOAD. A LOAD DURATION INCRFJ\SE IS USED IN DFSIGN OF ANCI10R5 INTO WOOD ONLY STEP 4 USING CHART ON St1EET 6�7 SELECf ANCt10R OPTION DWG#: WITIi DESIGN RATING MORF T11AN DESIGN LOAD SPECIFIED Y K K107 MATERIALS INCWDING BUT NOT LIMITED TO STEEUMEfAL SCREN5,THAT COME INTO IN STEP I ABOVE. CONTACi WITH OTFIER DISSIMIIAK MATERIALS 511AI1 MEEf THE RE�UIREMENTS STEP 5 TNE LOWEST VALUE RFSULi1NG FROM STEP 2,3 SHEET: 1 OF 11 OF THE CURRENT FLORIDA BIDG.CODE. AND 4 SI1ALL APPLY TO ENTIRE SYSTEM. T18MN0. PARTNUMBER QUANf11Y DERCRIPfION MATERIAL 3L1NF./SUPPLIEWREMARK9 �alrfi�< I E9-O601 AS REOD. FRAME HEAD/MULLION 6063-TS - "r 2 E9-0615 AS REaD. FRAME SILL 6063-TS � cv iilSaliEs° vpc�r u,�nru 3 E9-0603 AS REUD. FRAME NORIZONTAL 6063-TS �yg�{�yyµ�pyp.�55 4 E9-0608 AS RE�D. GLAZING STOP 606S-TS - ouw.w,r�oasrnawzi 5 E9-0604 AS REUD. FRAME JAMB 6063-T5 �(ne)znasse rx(b�e)e3aemi - 6 E9-0605 AS REUD. STD.MULLION 6065-TS - � m � 7 E9-0606 AS REaD. POCKET FILLER 606S-TS - T u# � 7A E9-06V AS REaD. SHALLOW POCKET FILLER 6063-TS - 'n 2�� ^ F � 8 E9-0616 AS RE�D. SILL FLASHING 6063-TS - N Z N„�j� w 10 EI-1071 AS REUD. ANCHOR PLATE 606S-TS - o� O=� � II EI-1062 AS REaD. REINFORCING CHANNEL STEEL LENGTFi=FRAME HT.-6 5/8' �w aC�_ I/4'HEAT STREN'D GLASS I/4'HEAT STREN'D GLASS IS DOW 995 AS REUD. GLAZING COMPOUND SILICONE 2 O �m< .090'PVB INTERLAYER .10'INTERLAYER ISA E2-0O88 AS REaD. INTERIOR GLAZING GASKE PDM SPONGE - T� m Z<m � BY DUPONT/SOLUTIA SAFLEX HP BY'SOLUTIA' 16 E2-OOBS AS REUD. E%TERIOR GLAZING GASKE EPDM FOR 9/16'GLASS � � �� 17 E2-0084 AS REOD. INTERIOR SILILONE SPACE EPDM - �yj= Q ��t � I/4'HEAT STREN'D GLASS 1/4'HEAT STREN'D GLASS � W m m a a IB E2-0094 AS REQD. SIDE BLOCK EPDM - � -- 19 E2-OOBO AS RE�D. SETTING BLOCK EPDM - � y`yJ m a Z� Z H 21 PC-1216 AS RE�D. il2 X I'SMS STEEL FOR SCREW SPLINE E m E m 22 FF-IOOB AS REUD. FIO X I/2'SMS STEEL FOR GLAZING POCKET FILLER � �o m �o uNi 23 PC-1408 AS RE�D. il4 X I/2'SMS STEEL FOR THRESHOLD p 5 5 24 PC-1424 AS REUD. #14 X I-I/2'SMS STEEL FOR SILL P �s �I II 73 °�� 16 I II 13 26 E9-OSIB AS RE�D. FEMALE MULLION 6065-T5 - m �I �I �I �I 26 E9-0519 AS RE�D. MALE MULLION 606S-TS - � 27 - AS RE�D. EXPANSION MULLION REIN . STEEL - � 28 E9-0504 AS REUD. DOOR MULLION 6063-T5 O 0 0 � 17 � 17 H Z w w vI � GLASS TYPE'A' GLASS TYPE'B' � 9/i6"THICICNOMINAL 9/16"THICKNOMINAL w � w � � I/4'HEAT STREN'D GLASS I/4'HEAT STREN'D GLASS 1/4'HEAT STREN'D GLASS VANCEVA STORMRCOMPOSITE .090'INTERLAYER 090'INTERLAYER BY SOLUTIA SENTRYGLAS BY'DUPONT' SENTRYGLAS BY'DUPONT' 0 I/4'HEAT STREN'D GLASS I/4'HEAT STREN'D GLASS I/4'HEAT STREN'D GLASS O ��`O ;�a�� ZF ZF =F ` ��,i.. ,.. y�� fm Em gm r� •6-/"�� O� .ON �ON � � �� +a a �e � s� ~ a• a g ,e :i II 13 a g :i II 13 g :i li � � `yd,•. t"' •' � � � �. �� `� 0 0 0 ��y...*PR ��` � � T 17 � 17 w m m Z �� W 'u5 � �.B �'� 22 UZ a� � V � GLASS TYPE'C GLASS TYPE'D' GLASS TYPE'E' 9/16"THICKNOMINAL q/i6"THICK NObIINAL g/16"THICK NOMINAL DWG#: DRYGI.AZLD Y KK107 SHEET: 2 oF 11 2 ��nMA�A W W V 4f O�mm�lnO�A{Aj�A W W V�m Of V tnN>IAi�A W W V af Cf w O�ArOAo�Aww O O 3 Ol W O• A�+OONNlD01NlOOlwo. 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HEIGHT 1 N. 1 �' NN ��N NN� � � 0 0 00� o 00 � cco � � � � � � � � � � � � � � � � � � � � � � � V �� o u�i u�i uO1im m mN mmm � � \ -�p vi tn u, vi M�n _• � o� � o� � oo� oCC � o0o D D .0. D.L.O. �� Y�it�/�t�i�tmi�� U�tml�tml�l�i�. rN VmiNl�i�� W N Vmitml�Nlmi�� AOONUmilPi�t�l�tmi� N AOONY�i tmi+Imillmn � bIN+AOGNImi�lmlilAU�i � � H HT HEIGH�. �� o000 000o a0000 oaocoo aooa0000 Aooce�0000 w>coomooco ` �� =o mmm m mNu°fiuO1i °1�uO1i °1u°1,u°1iu°1iu°ii �n�nmmm Nm �nu�u�ma+m�� ou��nv�mmmmm � �p MtnUi M, tn tmi�M m�+ � AOo.+�ntn U�� +Am`+�n M � tO�+A OOHviu�u�u� m D 0000 00001 m0000, OOf0000 G00010000 AC000f0000 wA000010000 m0 s V J J V V V V V V V V V V V V V V V V V V V J J V V VO J V V O�V V V V V J V V Of O�V V J J V V V V � �n 0000a000000000000000000000 000.�00000000w.i00000000 �� coc000000000000000000c000000co:-00000000ic.+00000000 �r �o�n�o in e e in�o�n�e ie in�n�o�n u io in in�n�o�o io in in m�n�c�o�o m�n e iu�n�o�o t.00i m o 1O�c�o�o io�c�n -z�. v 000000000000000000000000000000m00000000 0000000 � 0000000000000000000000000c0000w00000000i�+w00000000 - YI� N� O t�n tN+�O Um� tNn O I�i� y � �� + f � � W W � V W� FJ+V W YV+V m � T � ,DJ� � �N� W DJ W W W 1 W Yl�W � NNN �� mmm m m N�mmm NN�Nmmm �mmmmmmm � � � ��. �� N�N�� 000� � 000� o000 ooco � 000000 � 0000000 � � 00000000 � NNm mmm Nmmm NNNmm mmmmmm mmmmmmN mmmmmm -7�- � In� � U�U�lli� U�tl�U�� ln tn� � IA U�N tJ�Ui ln� � lli lli lli tl�lli tmil N{!�M lli N lli U� � 000 000 � 000c � c0000 oc0000 0000coo � � 00000coo m � 6 271,5 ��`` �S �''�� AL MINUM STOREFRONT SYSTEM : � ��, .,,�� F ��-., REVISIONS � •• #DWN BY: ,2';� � p O. DESCRIPTION BY DATE ��„� � w �.. ]� LS * . 7.. ; * PREPARED BY: �� i C B HK Y• �a � Q F-+ 'fl T T � T O H� po:.; � I�IBUILOINGDROPS,INC. ^�3� 8'� �� ,`` 398 E.DArAA BEACH BLVD.#338 ��, '�i �? � � SCALE: �� _�� DANU BEACH,FL 33004 � �,.,�` ' NTS ��`�� PH:(954)399A478 FX: (954)7M-4738 �" � ��x�e��s�a�x��s��ses�s��Ns��es�x��ee� � _ � > > � � � � �� - 3 o � n Si�}Sy�iX'i,Y'o P..'Ei,�`nP'nPn&'�Po�+',6",'J,r°'�S'P'nPiiPi�ielPi'�e�L�iK'eRlP'nPi'iPi�i,PnB'iPiiPi.'}uY'n�6',r°'��'&'P'nP'n&'Q&'PiiPi'� a � — A s � � � i �s�W��NN N�oe�N��$N �� e�� N��oN��N � ; o�,o ou> _ � £ P , ��z� ��x�s��x��Ns��a�x��N e��a�x��ese� � o � n �� a � > � � m g �� s n � a > m p p � � 'n O 4 N�P^N m N S.ai W y�i n N p,.Ai#S�,G m&'N S.Ai�y�i v Y M'�,�E,Yu�m�S�fP^ �F G^Y W F��P^N IP^e` y � . . . • • w tno o �. �� .� m in�o�u�o�o w�o r�a a m n+a w m w ti m p m o �n o 0 o v�m w�o io w o 0 0 0 o V � y1 O Pn�u�'iP.�'g��v�ieF,'ig.ai}SS��6��75w�°�Pi�iB}5�'iiCi �Pi�iPi�i,6iSi 1Si��,6'i6i,F`nPn ,-�� S �. r+. r. �. $rW _ E Si �y �� f � � FFiAME HEIGHT f 4 " � � I_ � I� L y� � m � D &&£e'"��&£�S:K.'".B,&.^.ffi�"J�'.'".S& o�E691Ci9�&Ye� � o g � � � � �� g � � � �� o � � s se��sxWs��as�s�usaaNs�?ssssss��ss�asaass � �� m�aw>�..�a:.oa:-wmoovo�Noa000H00000000a r �O SN&��W��o�$�aWm6�$N;:"w$�$$$��"�S$$$$$6 � �� T — �a f F g f � � £ � = E Q � f � _ � �m� f � � � t7 �z � � � c�g o � � � „ N �/f ^ _� � � �' � "�� N � � � � � �r� N 1 a i N i p # m2O � f 6 IE f � � f nA y r ro £ � o0 - �ii� MULLION SPAN FRAIIE HEIGHT FRAME HEIGHT � FRAME HEIGHT � �� 62715 ``��tS�,...,,�� A,LU INUMSTOREFRONTSYSTEM �v _ , S F . REVISIONS � .. �.. DWN BY: �:' � �:O O. 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REVISIONS ALUMINUMSTOREFRONTSYSTEM � � `�OWN BY �` •• �r�� O. DESLRIPTION BY DATE �`„ , 7 .._•-� � �� CHK BY: �9.. T T '� PREPARED BY: U��b f: � O �O'•:, ( P,��W� L1 BUILDING DROPS,INC. ��3� � � � F��P ��`` HFN N SCALE: ,'�, �°' ��`` 398 E.DAt�IIA BEACH BLVD.#338 �� w , � � NTS DAMA BEACH,R 33004 � �f�' axi. Np ypslp . 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MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND �u, `� N � �� ';: TRANSFER THEM TO THE BUILDING STRUCTURE. �� —o a II II � � II II TYPICtu.aANCHORS: SEE ELEV.FOR SPACING W � �' 'A'- 5/16'DIA.TAPCON BY'ITW' (Fu=i2o K51,Fr=92 Ksq 'C'- I/4'DIA.TAPCON BY'ITW' (Fu=12o KSI,Fr=92 KSp � p � 5/16'DIA.ULTRACON BY'ELCO' (Fu=177 KSI,Fr=155 KSD I/4'DIA.ULTRACON BY'ELCO' (Fu=177 KSI,Fr=155 KSq � II� zi 2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO 28Y WOOD BUCKS OR WOOD STRUCTURES I�� I-3/8'MIN.PENETRATION INTO WOOD I-3/8'MIN.PENETRATION INTO WOOD II II��; THRU IBY BUCY.S INTO CONC.OR MASONRY THRU IBY BUCKS INTO LONC.OR MASONRY O 4 I-3/4'MIN.EMBED INTO CONC.OR MASONRY I-3/4'MIN.EMBED INTO CONC.OR MASONRY � a � � DIRECTLY INTO CONC.OR MASONRY DIRECTLY INTO CONC.OR MASONRY �� *a ��i� F� z4 �� I-3/4'MIN.EMBED INTO CONC.OR MASONRY I-3/4'MIN.EMBED INTO CONC.OR MASONRY ��Q-�„�...,,��r� �I�+� 10 p �� 'B'- 5/16'DIA.TENS/DRIL-FLEX SELF DRILLING SCREWS (GRAOE 5 CRS)�D'- I/4'DIA.TEKS/DRIL-FLEX SELF DRILLING SCREWS (GRADE 5 CRS) ` � ' � 6a� INTO METAL STRUCTURES �a ��, \— INTO METAL STRUCTURES � ; g �°� ° STEEL:12 GA.MIN.(Fv=36 KSI MIN.) STEEL 12 GA.MIN.(Fv=36 KSI MIN.) : : ' � ,a! ALUMINUM:I/8'THK.MIN.(6063-T5 MIN.) ALUMINUM:I/B'THK.MIN.(6063-TS MIN.) • F.. � A •• • • , � � .• a. • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � ��'. �.,� •° . � ' • � • �e TYPICAL EDGE DISTANCE NPICAL EDGE DISTANCE �i��/y��' 'PRO `�� ttPicn��wcrtott5• INTO CONCRETE AND MASONRY=3'MIN. INTO CONLRETE AND MASONRY=2-I/2'MIN. �i * �� INTO WOOD STRUCTURES=I'MIN. INTO WOOD STRUCTl1RES=I'MIN. in �, FORSPACIN6 INTO METAL STRUCTURE=3/4'MIN. °p m Z �vi INTO METAL STRUCTURE=3/4'MIN. Q� �� _= v Z CONCRETE AT HEAD,SILL OR JAMBS F'C=3000 P51 MIN. o p � � C-90 HOLLOW/FILLED BLOCK AT JAMBS F'M=2000 PSI MIN. 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Series "YHS 50 FS" Aluminum Storefront System —Monolithic Glass for Florida Product Approval ��.# �"�142�� R�p��°t t��. 3744 Current Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Panel Walls Sub— Category: Storefronts Product: YHS SO FS Storefront System Material: Aluminum 6063-TS Product Dimensions: See installation instructions, YK%107 Prepared For: �'�{�� er��, �nc. 33� :Fi�•��e� R�a�d �ub1B��, G� �:�021 Prepared by: �-Ie��ae4 �'. �oret•�, �.�. Florida Professional Engineer#73778 `��i�� Date: 06/03/2015 `��ES F• p �i� Contents: `��Q- �,.�•"' '• � �� ' Evaluation Report Pages 1—4 � � ��,� • '.�� = 7 . = _ * . ;�* _ � � TT ; � ' . � � ; , % p,� '• �O �p.: ,��v�: ' � ��' •'� G\ �� ••....... H�nt�ye�`S�P.Ml�ke r�b?R��• Flof�d��(Ub'j3778 BUILDING DROPS FL#: 14218 A Perfect Solution in Every Drop Date: 06/03/2015 � Report No: 3744 Certificate of Authorization:29578 Manufacturer: YKK AP America, Inc. Product Category: Panel Walls Product Sub-Category: Storefronts I, Compliance Method: State Product Approval Method(1)(d) Product Name: Series"YHS 50 FS"Aluminum Storefront System—Monolithic Glass Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for YKK AP America,Inc. based on Method 1d of the State of Florida Product Approval, Department of Business and Professional Regulations-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code. See Installation Instructions YKK107,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the Florida Building Code, includin�the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing YKK107 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions YKK107 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS F�#: �42�8 � A Perfect Solution in Every Drop Date: 06/03/2015 Certificate of Authorization:29578 Report No: 3744 Quality Assurance: The manufacturer has demonstrated compliance of manufacture of products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Architectural Testing,Inc. (FBC Organization#:QUA 1844) Performance Standards: The product described herein has been tested per: • AAMA 101/I.SZ/NAFS-02 • ASTM E1886 • ASTM E1996 • ASTM E283-99 • ASTM E330-02 • ASTM E331-00 • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Hurricane Testing Laboratory Report#:0231-1007-08,Report Date:05/07/09 Report#:0347-0202-04, Report Date:07/24/04 Report#:0347-0732-04, Report Date:07/24/04 2. Product Testing performed by America Test Lab of South Florida (FBC Organization#TST3782) , Report#: 1206.01-06, Report Date:01/19/07 Report#: 3925.02-550-18, Report Date: 11/15/11 3. Product Testing performed by National Certified Testing Laboratory (FBC Organization#TST1589) Report#: 210-2245-4, Report Date: 11/11/99 Report#:210-2627-4, Report Date:03/23/01 Report#: 210-2627-6, Report Date:04/02/01 4. Material Certification Miami-Dade County Notice of Acceptance E.I. DuPont De Nemours&Co. Inc. SentryGlas Interlayer 5. Material Certification Miami-Dade County Notice of Acceptance Eastman Chemical Company(Previously Solutia) � . Solutia Saflex PVB Interlayer Vanceva Storm (Saflex CP) Hermes F. Norero, P.E,-_; Florida No.73778 Page 3 of 4 BUILDING DROPS FL#: 14218 - y A Perfect Solution in Every Drop Date: 06/03/2015 CertificateofAuthorization:29578 Report No: 3744 Installation: Refer to Installation Instructions(YKK107)for anchor spacing and more details of the installation ' requirements. Design Pressure: Refer to Installation Instructions(YKK107)for design pressures based on size,configuration, and glass types. Equivalence of Test Standards: Various test standard(s) have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. YKK AP has tested their products to the following test standard edition(s): 1) ASTM E283-99 The current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E283-04 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current Florida Building Code. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 j" . : / ' , • • / � � Tremco Incorporated 'w'��= 1451 Jacobson Avenue•Ashland,Ohio 44805•419-289-2050 + �,;:;;,� I May 11, 2007 �'1 , Mr.]ose Archila YKK AP America 332 Firetower Road Dublin, GA 31021 „ � J RE: YHS 50 FS Dear Mr. Archila: . E2-0083/TR-6096E is made of 60 +/-5 Durometer Dense EPDM. This rubber extrusion material has been tested in accordance with ASTM C 864, Option II speciflcations. The dle drawing and spec data sheet for this material is attached for your reference. E2-0088/TR-6151E is made of Closed-Cellular;EPDM. Thls rubber extrusion material has been tested in accordance " with ASTM C 509,Option II specifications. Tli�die drawing and spec data sheet for this material is attached for your � reference. . Laboratory test results for the above-mentioned materials are attached for your reference. �"°;, , �-ti:.. , .;;� Sincerely, , �� Eric Tango CC:Jim Stewart ��:`��y�� , � i An��Company j , ; . � � . ., i � , , i t � "Pro ress Throu h lnnovafion Technolo ' �. 8 and Customer Saflsfaction" � � .,;:::,, AKRON RUBBER DElIELOPMENT LABORATORY,INC. � _ . 2887 Gilchrist Road.• Akron,Ohia 44305 -�� - AU9USt 26, 2�02 - - 1-800-830-ARDL • (330)794-8600 • FAX(330)794-8610 � Website:www.ardl.00m • E-maii:�inlo@ardl.c�m - ��r�o �k�-�31�.z � �1 - �'E��' REPORT - � PN#49424A � Pre ared for: p � Mr. John Wegman Tremco, Inc. 1451 Jacobson Avenue � ;:;� Ashland, Ohio 44805 _�A��'I ' � .. � , ' � Prepared by: Approved b . , � �J Kiefl . im Drummond � • � � � AN A2LA ACCREDI7ED LABORATORY MEM6ER OF ACIL: THE ASSOCIATION OF INDEPENDENT SCIENTIFIC, M E M B E R � ENGINEERING AND 7ES71Nd FlRMS � ISO 9001 Registered ACCRE�ITED 4thn and nporla�r�tor N��keMnM uN of tM dNIM�W w1wiN tfwy an'addru�d�hif�tull nal h npiodiiad�zap!N�4+MlM.tiut lh�wrltt�n pimiWbn vt Akjp�►_RubMr pavdoprtNM !u �'.;;:, UboralwY.Ina Th�kHonrotlan ca�Wn�A MnN app�4sto fM ap�cMc maNrW,�Pioaycb a procuta�t��hM aivahulid.No iartaritY offnY k��d�b 6�nin eontMNd'or,4�flid.TfA WWWy d . � � ANfvl RubWf Mll�bpm�nl L�bdittlry.111C thaY b�IMlitid t0 tFl��IIIOIIM'OICOIIfId�t/tl011 p�W fp NfV1G�.'A1��GttIfIFAl1�Utfbtif��11750.01 G 765.OZ ��';�;:,.<: � � , !f Progress Through Mnovation, Technology 1• 9 and Customer Satisfaction" � ��.1 �;;._ . �, Page 1 of 2-PN#49424A r4KRON RUBBER DEVELOPMENT LABORATORY�INC, - -2887 Gl�hrist Road • Almcn.Ohio 44305 August 26;20U�-- .- - - - - - --1.gpp=83p:ARDL-;-(330)794=6600�� FAX(830)794-6B10 � � ' Website:www.ardl.00m • E-mail:IntoC�ardl.00m � Mr.John Wegman Tremco,Inc. , ; . i � 1451Jacobson Avenue Ashland,Ohio 44805 � ' UBJECT: Physical testing on material submitted by the above company. � I � RECEIVED: Five(5)slabs and six(6)campression buttons identifled as WJT 7523. f ' ORIGINAL PHYSICAL PROPERTIES ASTM D 472 98a D 2240-02 Die C dumbbells tested at 201Nmin. ' � ,-,,'�••., RESULTS REQUIREMENTS PASS/FAiL .,,.,., ''=��'' Shore A Durometer,points 63 60 t 5 Pass ' Tenslle Strength,psi 1800 , 1800 min. , Pass Ultimate Elongat(on�°rb 560 250 m1n. Pass ' HEAT-AGED PROPERTIES,ASTM D 573-99 Specimens aged 7_0 hrs.@ 100°C in a forced air oven. - tRESULTS RE�UIREMENTS 'PASSIFAIL Durometer,point change� +5 +�p m�. • Pess • ' Tensile St�ength�%change -6.9 -15 max. pags Elongation,�o change -31.2 -40 max. pas$ ' COMPRESSION SET.ASTM D 395-98 METHOD B 3pecimens aged 22 hrs.@ 100°C,25%deflec#ian,%:hr.recovery. RESULTS REQUIREMENTS PASS/FAIL � Compresslon Set,% 18.1 30 max. Pass - ' � ��„��, �+^ �:� f � � . � i I Page 2 of 2-PN#�49424A .l 10 '"'� August 26.2002 �' _ Mr.John Wegman ' Tremco, Inc. OZONE l3EStST�1IdCE.M�TPi�1 D 1149-�9 ' Test specimens per ASTM p�515-99,Method A , Specimens exposed 100 hrs.@ 700 pphm @ 40°C,20%elongation. � Observations made at 7x magnification. � � ' �� RES LTS RE�UIREMENTS PASS/FAIL No cracks No cracks pa� � ' LOW TEMPERATURE BRITTLEN ESS.ASTM D 2137-94(001.METHOD A IFive mod(fled T-50 specimens condiUoned 3 min. (c�-40°C in methanol,then tested per Para.9.3.2. RESULTS REQUIREMENTS PASS FAIL No cracks No specimen shall crack Pass �,,,:�,� TEAR RESISTANCE.ASTM D 624-00.DIE C • � Specimens tested at 20 in/min. � RESULTS• REQUf REMENTS PASS/FAIL ' Tear Strength,ppi 165 150 min. � pass ' STAINING OF SURFACE.AS7M D 925-88f001.METHOD B • ' Procedure: %z x 1"specimens exposed 48 hrs.ten(nches below a 275 W,type"RS UV bulb Test Surtace:� White Automotive Grade Ena�nel � • • ' RESULTS R�QUIREMENTS PASS/FAIL ' No migratlon stain No migratfon stain Pass � d� Kie Ji rummond � ect Te nician Ph sical Testing Manager+ AKRON RUBBER DEVELOPMENT LABORATORY, C. ,.,:;:•., V# 49424A , • �;;:,,� .JJDIsc ' ' i �,�".� E:�C�L. 1.�.� !'C�IYNItIi`1 August 11,2004 To Our Valued Customers: On August 5,2004,PolyOne Corporation completed the divestiture of our Elastomers and Performance Additives business to an investor group led by Lion Chemical Capital and ACI Capital. The name of our new enrity is Excel Polymers,LLC. We remain committed to the rubber compounding,perfommance additives and rolls husinesses. The entire team and the existing manufacturing facilides will continue to serve your needs. We aze very excited about operating our business as an independent company. With the support of our new owners and improved finaneial stability,we aze in a position to create long term growth and value for you. This will be a refreshing change for our customers,suppliers and associates. Our goai is to make this transition as transparent as possible to you. We aze not changing the people with whom you interface on a daily basis,the ERP system,nor any of the quality.systems which support our business. /' �e Our mission at Excel Polymers will be to cultivate an environment that focuses on you,the }� customer. In the current environment of lu inflation,raw material shorta es and mountin ' `�,:�,:a,�' � 8 g global competitiveness,our primary purpose is to protect your franchise and to help you compete - more effectively. The world expeCts more speed,doing more with less every day and innovation to create continued growth. Simply put,we must wake up every day with a"can do"attitude. For the last 10 months,we've been focused on supporting your business as well as going through the sale process. In addition,we have supported our global customers with ttew operations in China and the United Kingdom. Our full energies are now driven to ensure our mutual success. We want to take this opportunity to thank you for your continued support and loyalty during this period. Excel Polymers is a customer-driven business. We appreciate your business and look forward to doing great things together. Sincerely, o�� `�� I �� <��V�V�`� John E.Quinn Ron Chase Steve Nieto President and CEO V.P.Compounding Sales V.P.Specialty Products �� Excel Polymers LLC/6521 Davis Industrial Parkway/Solon,OH 44139/ 1.800.237.8649/www.excel-polymers.com ti�:�:�'�� i . � � . e y ��G �.,�.,� . 1 AL' �,1:Ai\LClil� ASSUC�-1TYUN FOR I.,.��ORA'TO�t�'' ACC1��I�'A,��4DI� ACCREDITED LABORA`�ORY A2LA has ac�redit�d EX��L POL�M�RS, LLC Burton, OH f.or techni�al compefience in fhe fietd of ��h� Mech�nical Te�ting The�ccr.edifation c.overs tM�s ec'fic tests and es_of tests listed on the a ree ! . d P 9 �Yp scope��a.ccreditation.This laborato.ry rneets th�requirements ot 150EIEC 17025- 4999"Generat Requirelt�ents forthe�ompetenc.e of Testing and Calibration Laboratories"and any addltlona) program requirements in the identified field of testing, Presented this 2��'day ofi July 20�5, /`� .,�-r;�,.. . T� � �' ' ��i �r� ��: Q,�, � G�x��Aa�re � �.,!/�.1�_. �, President � i�rs �, For khe Accreditation Cauncil �' �or� � � Certifcate Nulnber 0121.01 �� Valid to June 30, 20a7 `� �21..� Revised May 9, 2007 �t�� i '�''�`��' �or tests or types of tests to which this accreditation applies, ��1, please refer to the laboratory'S Mechanica)Scape of Accreditat9on. I_ , Jun, 11. 21101 5:02PM ' � No. Z18� �'. j/3 �. /3 ��:. . _..-- --- -_ --.-.- ---- -_�--_-----� - -- -..- ---- -------- �---:------- :--- ---,..---_,--..-.-.--------.--------- --- - ----.--- . _.. ... - SC�pE OF ACCREDTTATION�O TSO/TEC 1702�-1999 �,7�C�I,POLYIv1ERS,LLC. BURTON DE��O��LABOY2.ATORY � 14330 Kinsman RpIId Biicton,OY� 4402I-0366 X.ynn MoTncyre Phone:440 834 5539 MEC�TANYCA� Valid To: runc 34,2007 •-• Cecti�cate Numbcr: 0121.01 ' Tn recognition of the�suoaessfut comple�ion af ifie A2LA e�vahtation prooesa,accrectitation is gr�nted to this lsboratoryr to perform thc fotlo�sring automotiva teste on nibbcr: .�ASTMD�97 Specific C3raviiy(Sectiaa.163) ASTM D395 Ru�ber 7?raputy-Cbmpres�ibn Set(Pt�it B) ,,.,,., �AsTM D4Y 2 _ Rubbcr�"roporties in Tensian(Strengtti;lviodulus c�.�longation)° �/ASTIv�)a471 ItubberProperty-Effeat ofLiquids �<• �' AS'�d D518 Rubber Detcrioration-Stu�acc Graelring ASTIVI D573' l�i�iber netcriorstion in dn Air Ovett , AS'fM D575 Rubber Froperties in Campression AS'CM D62d Ffubber.Prop��.y�TCBC�LG61S�tiCO ASTIVI D865 �2.ubbar�Deterioration by Hoating in Air(T�et�'ube�ccios�re) AS1'M D925 Rubber:Properly-Staixting of Surfaccs(Methods A&B) ASTjV!D1149 Kiiblier poteriora�ion-Surface Ozona Craokiag(kIat Speaimons) ASTM l�l lyl 12ubber poterioratiost-Surface 02one Crsetei�►g�('Triangular) �TM D1229 Rubb�r Properry•Compression Set at Lo�v Temperatures ✓ASTM D1646 'V'iscosiCy&Vulcan�zatiox�Chazactcriatics(Mooncy'V'iseometer) ✓AS'1M T]208d Rubbelr Proparly-Vuloanization(Osaillating�Disk Cure Mcttr) ' ASTM D2137 Rubbdr�roperty-Brittleness Point ' ! ASTM DZ240 �tubbor proparty-Durometer Hardneas(Slxoza A) ' ASTM�2632 Rubber Property-Reailience(Vc�ioal l�cbo'und) ' ✓AS1'l�1�75289 Rubber Proparky-Vulcanization(Mo�'ing Dic Cure Meter) i Burton Dzvelopment Lfl6oratory T'cst?Vlcthad Q 100I FcoczdurZs'for Mixing Compounds and�'rcparing'Vulcazsized SAaets ��:. (A2Y.A Cert No.0121.01) 07/27/2005 page 1 of 1 � , , MAR.z5.2002 8�22AM MR HRNNA RUBBER COMlP� N0.971 P.2 I � ................... Development Lab Test Report �� ..,,.,. . �� ProJaet Numb�r. PolyOne E(astomers Development Laboratory - .----Orlglnata.r.:-BlLL TOTH-.--,-_-_:_----_----� -- --_---.-- -,---:- 14330 Kinsman-Road= :--=---PO Box-366------ ----�-- �-:----�- Customer TREMCO Burton,OH 44021-0366 • Ccmpound:WJT-5559 dt4 �p 3/G3 Date; 3/16/02 �M�4�, BDC Number. 1 t420 Attn:JOHN WEGMAN ��r�'jJLy�A�.C3rTrL9+Oc specfflcation:C-509 . SPECIFICATION RESULT D1066:Compressirve Modqlus: Cured Stic 2596 Compression Molufus 13-24 PSl �8 D398-98,Method B;(2-PL`� 22 HRS. (�Q 70°C 3Q'i6 MAX 28.7% D865-99 Test Tube Aging 70 HRS(c�100°C 25°�Compresston Molulus Q/+10 PSI 3 ,.::;-,,, °/a LENGTH CHANGE ,.p,7% �.�,.�;�, D471-98 Fluld Immersfon in H20 ;. , , . 24 HR3(d3 23°C � "' °�6 WEIGHT CHANG� �% g,3o/a Low Temperature Brittlen�ss Fle� FLEX IN J1G PER ASTM C-509 NO CRACKS PASS Ozone D7149-99;Condi�oned far 2�4 HRS before exposure NO CRACKS PASS SAMPLES STRAINED 40°��TESTED 100 HRS�40°C 8�100mPA OF OZONE Stain:D925-88-8; No migratory stain allowed PASS Developmsnt Lab Test Repott ...:;.'. (9urton A2LA) ` Effective Date:9/17/2001 �,.... Page 1 af 3 � , f�iR.z5.�002 9�23WM h1A EIRI`�Kl RU9BER COhP � N0.971 P.3 � � ................... Davelopment Lab Test Report � ^ . �./5 �cr� � � Projeot Numher: . PolyOne Elastom��s Devebpment Laboratory -.._-,.-.- - -- =:O�i Inabor._BILI�I'OTH------ - -_�-- _.._. .._:_-.._.-__--- _ . � . -- : -.:__:_ :_._--= =--==14330=KtnsmamRoad_-:--=_:=P0-8ox'386�-:___...._.-__:.__- CusEoma�TREMCO Burton, OH 44021=0368 Compound:WJT�S58#4 - Dat�: 3l15/02 . Technician: DATE: 3/23lOZ Chsmiat 'r � DATE: 3 10l ��- �M1• '4.t. � .� �.�::�`! . ' Development Lab Test Re�rt ' (Burton A2LA) .;`��,; . ~�' � Effective Dats:8N7/2001 , , Pa�e 2 of 3