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HomeMy WebLinkAbout18-20488 CITY OF ZEPHYRHiLLS 5335-8TH ST0EET=7-, (813)780-00213 20488 BUILDING PERMIT.. PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20488 Address: 6851 STEPHENS PATH Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lots): Block: Section: Square Feet: Subdivision: STEPHENS GLEN PHASE TWO Est. Value: Parcel'Number: 03-26-21-0160-00000-0550 Improv. Cost: 6,678.42 OWNER INFORMATION Date Issued: 11/28/2018 Name: JEFFERIS CHARLES & JONES CARLA Total Fees: 112.50 Address: 6851 STEPHENS PATH Amount Paid: 112.50 ZEPHYRHILLS, FL. 33542 Date Paid: 11/28/2018 Phone: 813-715-7422 Work Desc: INSTALLATION SHUTTERS CONTRACTORS APPLICATION FEES HOME SAFETY SOLUTIONS INC BUILDING FEE 112.50 Ins ections Required FOOTER 2ND ROUGH PLUMB Misc INSULATION CEILING 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)(q)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 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, 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 commencement." 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. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER r 813-780-0020 i City of Zephyrhills Permit Application Fax-813-78MO21 Building Department Date Received I — Phone Contact for Permitting Owners Name ClkQt �� Tel-����s Owner'PhoneNumber Owners Address lP8 S l S l t;P �NS Pk l Owner phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple TitleholderAddress/ n ` JOB ADDRESS to9S1 LOT# SS SUBDIVISION SQlt�iJs �('� PARCEL ID# o16G-o0000-O5'�;-o (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR® ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK 7�, Au O t2:,>I O N S't, 1 1 E k---- BUILDING SIZE I SQ FOOTAGE HEIGHT ' . .ELL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DING $/_'�-I$ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Cl) =GAS = ROOFING Q SPECIALTY = OTHER �" FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 3 T 'A BUILDER /f! '='r °j(�' OMPANY D C. S ILCG SIGNATURE 111 REGISTEREDI Y/ N FEE CU REn I Y/N p-y� Address License# v V ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREn I Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREn Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREt, LY.LN Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/N FEE CURRFA I YIN Address License# IIIIIIIIIIt111111111111111111111111111111111111I1111111IIllltlllllt RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Farms;R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onstte,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) 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 A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW HOME ` SAFETY SOLUTIONS uc. 704 Stevens Avenue Oldsmar, FL 34677 High Performance Hurricane&Sun Protection Window Products July 18,2018 Re: Authorization to obtain Building Permits CONTRACTOR: Fred R. Bohen CGC 1507622 To Whom It May Concern: This letter designates that the following people may act in the capacity for the above contractor as an authorized representative to apply for and obtain permits: Chris Sloan Tina Steward William Haggerty If there are any questions,please call Home Safety Solutions at 813-814-2236 or my cell phone at 727-366-4394. Sincerely, Fred R. Bohen President, CGC1507622 The foregoing was acknowledged before me this t L. day of Ud ,2018 by ,who is personally known tome. ��'a'v' �, LUCIE A CARR Yory Signature 2� �. Notary Public-State of Florida Commission#FF 182192 y, fie;' My Comm.Expires Dec 17,2018 ,' 'OF ins`'` Bonded through Nauonal Notary Assn. Phone: 813-814-2236 Fax: 813-814-2237 NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS 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"certificate of occupancy"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 Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,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 deliver it to the"owner"prior to commencement. CONTRACTOR'SIOWNER'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 certify 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,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,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. - If the fill material is to be used in Flood Zone"A" in connection With a permitted building using stem wall construction,I certify that fill Will be used only to fill 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 are 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 permit 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 YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRALTO Subscribed and sworn to(or affirmed)before me this subscribed and swom to(o fiara efore me this c7ciz�jnf o1 by by �!a t� (�o�ASL�n Who Dare personally(mown to me or haslhave produced Who Is/an:oers9nally known to me or hasihave produced as identification. (( as identification. Notary Public Notary Public Commission No. Commission No. ChnstBb�M.SlOerl PUBLIC qTATE OF FLORIDA Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped 4 Ctxrarl#FF910984 I Expires 9/4/2019 ^TL'0111 Ufl T D City of Zephyrhills BUILDING PLAN REVIEW-COMMENTS Contractor/Homeowner: Date Received: Site: Permit Type: ( ,� 5 Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the pe m iilor plans. Nov Kalvin �wi zer ans Examiner Date Contractor and/or Homeowner (Required when comments are present) 2018184429 Rcpt:2002534 Rec: 10.00 Permit Number ! DS: 0.00 IT: 0.00 10/31/2018 L. G. , Dpty Clerk Parcel'ID Number 03-26-21-0160-00000.0550 pR6LR'5.0'NEIL,Ph.D.PASCO CLERK & COMPTROLLEii': ;: -NOTICE OF COMMENCEMENT 10/31/2018 03:22pm 1 of 1 State of Florida OR BK gall PG 723 :.:.::...::. .... . —-- . ............ ,r.r- .. County-of Pinellas :;:.;:;::;::.;_:::::::.:..........::.:::::.:::,,:,:::::::::.:.:;: ::: :::;:::;::;::::;: ::;:;::::;:.:::::.... THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 7t3.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. 1.Deseripfion of property(legal description). Stephen's Glen at Silver Oaks a)Street(job)Address: 68519Whens Path 2.General description of improvements: Accordion Shutters 3.Owner Information.or Lessee-information if the.Lessee contracted for.1he improvement: a)Name and address. Charles Jefferiis/6851 Stephens Path Zepb=h--s FL 33542 b}Name and address of fee simple t'itleholder.(if different than Owner listed above) c)Interest in property. 4.Contractor Information a)Name and address: Fred R.Bohen/Home Safety Solutions 704 Stevens Ave,Oldsmar.FL 34677 b)Telephone No.: 813-814-2236 _ Fax No.:(optional) 813-814-2237 5.Surety(ff applicable,a copy of the payment bond is attached) a)Name and address: b)Telephone No.: c)Amount of Bond: $ 6.Lender a)Nameandaddress: b)Telephone No.: 7.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: a)Name and address: b)Telephone No- Fax No.:(optional) S.a.ln addition to himself or Herself,Omer designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. b)Phone Numberof Person or entity designated by Owner. 9. Expiration date.of notice of commencement-(the expiration date may not-be before the completion of.construction and final payment to the contractor,but will be 1 year from the date of recording unless a different date is specified): . .20 # WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE I CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713.PART 1,SECTION 713,13, FLORIDA STATUTES,AND CAN RESULT IN YOUR i I PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON i I THE.JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN 1 ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. i 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. (Signature of Owner or Lessee, s or Lessees(Authorized Officer/DirectorMarinedManager) (Print Name and Provide Signatorys Title/Offm) The foregoing instrument was acknowledged before me this day of © o 2R ig by 6,,I�JQq �. �Q�:t as ©�,.�•tiss (type of authority,e.g.officer,trustee,attorney in fad} for ,as (Name of Person) (type of authodty,._.e_g.officer,trustee,attorney In fact) for (name of party on behalf of whom instrument was executed). Personalty Known ID Produced ID ❑ Type of 1D ChdsteW M.Shen Notary Signature NOT Print name GN P,%sT/re p, SlW A-) STATE OF FLORIDA CorrurW FF9109S4 Expires 9/4/2019 i STATE OF FLORIDA,CO�NTY OF PASCO ��Vic ,. THIS IS TO CERTIFY THAT THE FOREGOVG IS A TRUE AND CORRECT COP" OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WIT SS MY HAND AND O F CIAL SEAL.THIS � DAY OF 2C rra ,:.,?Q�Y�r PAULA S.O'NEIL,CLERK OMPTROLLER BY — D , -P DEPUTY CLERK + HOME SAFET//{� 704 Stevens Ave. Ph.(813)814 2236 Y Oldsmar,FL 34677 Fax(813)814 2237 SOLUTIONS wMv.hurricanesos.com CGC1507622 Property Information Building Information Owner: Charles Jefferis Wind Zone: 145 MPH. Address: 6851 Stephens Path Exposure Category: B Zephyrhills,FL 33542 Minimum Building Dimension: 36 ft. Mean Roof Height: 25 ft. lot Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) He (in) IF Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 73 79.5 7 20.6 -22.5 2 Int 151 84 7 19.5 -21.4 3 Int 152.5 84 7 19.5 -21.4 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 W N rD rD p3D m 1 o a) x o 0 a . 'B. co EL cc `c m m m cn N 3� i W x x x XN A A coo `fD W N m m ° Z Charles Jefferis N HOME o N c 6851 Stephens Path ffSAFETY �s�L34M Fm(813)8142237 Zephyrhills, FL 33542 SOLUTIONS.a m wwwrimieanesos.can ao CGC1587622 Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration Hot Topics I Submit Surcharge L-'sfats&-FaCts Publications i Contact Us i BCIS Site Map Links Search f Florida °t Product Approval a o r USER:Public User " Product ADDroval Menu>Product or ADDlicatlon Search>AooBtatlon List>Application Detail a f FL# FL13987-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived L7 Product Manufacturer CROCI NORTH AMERICA Address/Phone/Email 6360 FORT MOP RS,FL 3 912 info@crociusa.com Authorized Signature Gil Morzaniga info@crociusa.com {i0���1�-G•�Of XA Technical Representative Gil Morzaniga i p, Address/Phone/Email 6360 topaz court 01 R O� ` fort myers,FL 33912 gmorzaniga@crociusa.com { Quality Assurance Representative �± P \A Address/Phone/Email \ go, Category Shutters �j �c Subcategory Accordion �7 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 the Pedro De Figueiredo Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13987 R4 COI 17-885 CI.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQ3Zsw6elCJyvYpb5xfeBJyIcAl... 10/9/2018 Florida Building Code Online Page 2 of 2 Date Submitted 12/17/2017_ Date Validated 12/21%2017 Date Pending FBC Approval 12/21/2017 Date Approved 02/13/2018 Summary of Products FL# Model,Number or Name Description I 13987.1 Croci Extruded Aluminum Accordion :,Croci Extruded Aluminum Accordion Shutter Shutter Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13987 R4 II 17-885 DWG.Ddf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo 52609 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+188/-188 Evaluation Reports Other:Pressure function of shutter height as per attached FL13987 R4 AE 17-885 PER.Odf drawings 170-885 Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee Fl,32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 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 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 emails 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 here. Product Approval Accepts: LM• �® (LYiC "iGF Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQ3Zsw6eICJyvYpb5xfeBJyIcAl... 10/9/2018 TABLE OF CONTENTS: TYPICAL ELEVATION TABLE I DE SHEET I-TABLE OF CO GENERAL NOTES,TYPICAL ELEVATION,ALLOWABLE BLADE ALLOWABLE DESIGNED LOADS PRf!55UF AE TABLE x No.52 9 SHEET 2-SECTIONS .5 4 C I WITH ANCHORAGE TABLES (Z],—C—, C 1.—D, E.T MAXIMUM BLADE SIZE SHEET 3-SECTIONS 0,E,P 4 G WITH ANCHORAGE TABLES 1-0 g TEi F SHEET 4-SECTIONS C 4 G I WITH ANCHORAGE TABLES BLADE <IN) PRESSU E (PsF) vp- SHEET 5-JAMB 50CTION5 J.M.H 1 41 I INCHES POSITIVE NEGATIVE ORO SHEET G-LOCK SECTION L.MALE*FEMALE STACK 60' 188 188 p.91 SHEET 7-LOCK SECTION LI,UNIMATE STACK 66' 170 170 Ae- ► HAL SHEET 8-BILL OF MATERIALS.ANCHOR SCHEDULE 4 BLADE ASSEMBLY, 72' 156 1-56 1 SHEET 9-COMPONENTS U �ZSLmwww®.wwl,4-4-.�, 144— v V) Z m —n'25='t�i25w WM GENERAL NOTES: (FLORIDA BUILDING CODE 201-7-Gth edition) 96' 117 117 0 i5 102, 110 110 108, 102 102 ILI I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED.CONSTRUCTED AND ERECTED TO EA51LY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE 114' 92 92 FORCE WINDS AND WIND BORNE DEBRIS(LARGE 4 SMALL missix)WITHIN THE 120' 83 1 83 ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL 126, 75 75 D 132' 69 69 z 2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE J Liu 138' 59 63 0 FLORIDA BUILDING CODE,UNDERTA5 201,202 AND 203. 144' 49 58 I 12N—Ea-4' 90 96 02 108 4 1 0 z .3-*'FO5TtNG:A PERMANENT LEGIBLE DECAL SMALL BE PLACED AT BOTTOM Of THE LOCKING E F,G,G 1 150' 42 52� BAR OR CENTER MATE FACING THE EXTERIOR OR OUTSIDE AS PER FLORIDA BUILDING CODE. SHUTTER WIDTH (SW) NO LIMITATION — A-LOADS.DE51GNED LOAD CALCULATED BASED ON THE A5CF 7 AND PROVIDED BY A o 0 PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED 'z DESIGNED PRE55URE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT To BE usem' 5-MATERIAL:ALL EXTRUDED ALUM.INUM SHAPES SMALL BE MADE of 6063-TG OR AS NOTED. m in AU smMallot- 6-FASTENERS:A5SEM5I.Y5CREW5 AND ANCHORS SMALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL 7-USE:IT SMALL BE THE R15FON5151111Y OF THE CONTRACTOR,ARCHITECT OR ENGINEER Or RECORD TO VERIFY THE FOLLOWING: <2 7.1-THE STABILITY Of THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED 11,15URING USER INSTRUCTIONS. 0 PROPER ANCHORAGE. 7.2-THE SITE SPECIFIC PROJECT CRITERIA.SUCH AS BUT NOT LIMITED TO.WIND LOADS. I-DETERMINE PROJECT OF51GN WIND LOAD PRESSURES AS PER LOCAL CODE REQUIREMENTS.DESIGNED PRE55URE5 LTC, ITEM 4 Of GENERAL NOTES,SHEET 1. 7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. < 2-CHECK BLADE 51ZE WITH TABLE I ON SHEET I FOR ALLOWABLE DE51GN PRESSURE. lQm3 8-33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DF51GN Of THE 0 GLASS SEPARATION cr 0: ANCHORS FOR THIS PRODUCT APPROVAL HOWEVER.WOOD ANCHORS WITH I.G LOAD - 8 DURATION INCREASE FOR WIND LOAD HAVE BEEN USED. 3-SELECT MOUNT TYPE TO BE USED AS PER SHEETS 2,3 4 4. 02 MOUNT TYPES ARE INTERCHANGEABLE. INSTALLATION BLADE BLADE 1�IL)z BELOW 30' <=120' >120' 4-CALCULATE ANCHOR SPACING FUNCTION Of BLADE 5215 AND ELEVATION 3 1/2' 4 1/4' PRESSURE FOR EACH SPECIFIC MOUNT TYPE AS PEP, PK SHEETS 2,3 4 4. INSTALLATION BLADE BLADE RARING41mon W, ABOVE 30' <=120' >120' ELEVATION 3' 31 *CAM- NA PAR. I WI G/I 7 arwvnwca 17-885 I-of 9. i 1/4-14X5/8• SDS OR TYPICAL VERTICAL 5ECTION5 ��0'' DE 1/4-2Ox3/4' PHMS W/NUT AND ANCHOR SCHEDULE Ai0% �GEN. 12'oc FOR LOADS <= 83 PSF �V � 6'oc FOR LOADS > 83 PSF o m .7 Q No.52 9 o" SECTION A 17 i* * )-,4 * 2 e BUILT-OUT ON ANGLE 13 n-0 $ 'fE tV HEADER OR SILL 15 EMBED. �Q� p I� ORl12 Spm X� _ NAp N,n52=� 16 2 ® ANCHORS DESIGNED ONf AS PER SECTION A ° 3 ON TABLE BELOW Pt4 c++�T'W1GK 2!j2�AOR�218 9 y tra�hF,.ADtROR'�SILL",3 ra 3 ANCHORS DESIGNED $oI r w OPTIONAL TRACK COVER AS PER SECTION Cl IS ON TABLE BELOW 2 21, 21A, 21B 13 z L� SECTION B W ANCHORS DESIGNED 15 B BUILT OUT ON 15 AS PER SECTION B 12 �' O REVERSE ANGLE ' 17 ON TABLE BELOW ®Q HEADER OR SILL 13 B o =a = O 16 1/4-14X5/8' SDS OR U 1/4-200/4' PHMS W/NUT W 3 Q 12'oc FOR LOADS <= 83 PSF _ EMBED.--� ti C5 p 6'oc FOR LOADS > 83 PSF CIO ALLOWABLE 3 a U PRESSURE ko to <PSF> MAXIMUM ANCHORAGE SPACING 15 MAXIMUM IN INCHES ON CENTER <yto ul BLADE SPAN SECTION A SECTION B 5ECTION C=1 a IN INCHES ! E a 15 ®Q SILL/HEADER SILL/HEADCR 91LL�J!t1�1DER REFER i0 ANCHOR SCHEDULE ' BS Ptl AlH E - ON SHEET B FOR ANCHOR TYPE .. 8 9 -- 12 7 60 140 12 5 12 10 -- -- 21, 21A, 21B < S 6 2 12 =TANCHDRS DESIGNED U w 40 12 12 12 12 1 1 1 OPTIONAL TRACK COVER PER SECTION Cl 7 4 -- -- -- -- -- -- , ON TABLE BELOW w 0 160 7 -- 8 5 -- 3 -- 5 1 4 1 12OFgN�- �F35� 12 10 122 12 12 0 1 91 1 10 1 1 59 01,- W 100 10 -- 12 8 6 -- 7 -- U 0,99 108 80 12 - 2 10 70 12 4 12 11 =_ P!\ 3 1 B 12 90 10 12 B A --1 71 A 7 -- 9 5 94mm4mav Nc 120 8 -- 1 -- suae� 35 12 8 12 1 12 12 2 12 8 la 12 NA 8 - 10 67 4__ DATE, 65 12 -- 12 9 7 -- 5 9 11 6 12/IEJ17 150 55 1 12 10 DPAVANG/ 45 1 5 12 12 12 1. 5 112 NOTE5: 17-885 35 12 6 12 12 12 6 12 12 12 6 12 12 1-USE IN CONJUNCTION WITH TABLE 1,THE LOWER OF THE PRESSURE CONTROL DESIGN. sm=r 2-LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES '2 of 9 /t/ttNl TYPICAL VERTICAL SECTIONS �/�' DE AND ANCHOR SCHEDULE �.Q � �N c Ea Fig' ANCHORS DESIGNED No.52 9 G oe AS PER SECTION D ON TABLE F('DEI W _ SECTION G ATE F' ADJUSTABLE MOUNT �4 ) EDGE W SILL ONLY �'� 0R1 �AISTANCEl1G� m ED. -- 1w D NAL. 3 w 1s F�18?D1j �_ g 15 �L_ 10 uzc� 12 O Q ANCHORS DESIGNED 1 8-1 c§X:u IS IOA AS PER SECTION E n o aY 2 (ED) EDGE u�7_o_ 16 13 DISTANCE ri ON TABLE BELOW N N= SECTION E w 3 ANGLE INSET MOUNT w �+ H14AT' TEKS 1� 1 HEADER OR SILL w AT 6' oc a = N 11 SECTION D ANCHORS SPACED 12 2 1 z 1_ AS PER SECTION G INSET MOUNT W/ TRACK 2 w ON TABLE BELOW 13 HEADER OR SILL (ED) EDGE DISTANCE w 19 1/4-2X3 6063-T6 IS ALUMINUM ANGLE. C) rl U� ALLOWABLE ¢:a Q PRESSURE x (PSF) MAXIMUM ANCHORAGE SPACING w 16 s_wu MAXIMUM IN INCHES ON CENTER N U BLADE SPAN SECTION D SECTION G SECTION E 5!@*0N- IN INCHES REFER TO ANCHOR n 1/4-14X5/8' SDS OR SILL/HEADER BILL s1u/HEADER 9fLLY/ref��R SCHEDULE ON SHEET 1° 3 1/4-20x3/4' PHMS W/NUT P A B C H 8 FOR ANCH13R TYPE g 12'oc FOR LOADS <= 52 PSF �N 1 8 5 - __ __ ra 6'oc FOR LOADS > 52 PSF m 1 0 8 5 6 I �N 60 O 1 8 8 1 13 60 1 12 4 12 40 12 12' 12 12 1 2 6 1 6 Au 15 188 -- -- -- -- -- -- -- -- -- -- -- -- 9 160 4 -- -- 6 -- -- -- -- Ou 90 �1 5 -- 4 10 - -- 15 V a N 1 6 7 1 = .a 13 w�p 350 A 2 12 12 12 12 12 1 1 12 1 U&S 9 1 6 W M 12 4 -- -- 7 _- __ -_ <a s r-- 1� ° �Q O N CN d 100 49 6 -- 4 12 1 ra ANCHORS DESIGNED V I I' -'3 108 80 8 5 6 12 5 6 w AS PER SECTION F 2 70 9 6 6 12 6 (ED) EDGE m ON TABLE BELOW 0 35 12 12 1- 12 -- - DISTANCE w 120 _ Q 85 4 -- -- 8 -- -- -- TNTNSUNTrrµ / 35 17 11 I2 12 11 1 1 6 65 7 4 5 12 �ADER'.OR IL _ ebXR2'NC 150 55 8 5 6 12 _ score: 45 10 7 7 12 NA 35 12 9 9 12 12 9 9 12 12 9 10 12 12 13 9 9 16 DATE: . NOTES: 12/I G/17 1-USE IN CONJUNCTION WITM TABLE 1.THE LOWER OP THE PRESSURE CONTROL DESIGN. DRAWING 0 2-LINEAR INTERPOLATION IS ALLOWABLE BETWEEN BLADE SPAN SIZES 17-W5 ' 5nter 3 of 9 TYPICAL VERTICAL SECTIONS , DE AND ANCHOR SCHEDULE �� %C EN No.52 9 em s" 3* * z SET SPACING ? TATE F tV SEE TABLE C BELOW �� I OR1 '�a�8•,m N ' C,� T 40�� D�clSz01) SET SPACING 3 2 z SEE TABLE C BELOW Lu W ALLOWABLE _ PRESSURE 1n (PSF> MAXIMUM ANCHORAGE SPACING Z MAXIMUM IN INCHES ON CENTER ANCHORS DESIGNED O BLADE SPAN SECTION C AS PER SECTION C pp IN INCHES SECTION C SECTION GI WALL MOUNT WITH ON.TABLE BELOW OL z .• SILL/HEADER SILLJHEADER TRACK 1, lA OR 1H 1, IAA 1B REFER TO ANCHOR SCHEDULE HEADER DR SILL BS Pd A B C E ON SHEET 8 FOR ANCHOR TYPE QU 1 8 2 fi 2 1 13 TWO ROWS OF ANCH13RS EACH 140 24 8 24 21 B 15 SET SPACED AT 4'OC USE 60 0 4 1 24 24 a TABLE SECTION C BELOW TO QQ 6 24 8 24 24 12 PROPER DESIGN ANCHORAGE U 40 24 24 24 24 1 1 r. a:� 198 7 4 21 13 -- -- -- s 160 19 5 23 14 4 -- 3 16 ct0p n 90 125 22 6 24 1 w 3 l� 80 4 9 24 24 M �a 35 24 21 24 24 12 12 1 2 1 5 20 4 15 -- w m 100 22 6 241 17 6 4 4 12 12 ¢ N 108 80 24 7 241 20 a 5 5 70 24 8 241 23 c'+s, 35 24 17 241 24 n_ ¢� d PQ A 4 2 -- ¢.Su 10 Vw�Q 120 pc 35 24 16 24 24 6 ¢ w o 5 20 24 15 -- #14X! TEKS14, 2 U=Q�_ 65 24 6 24 18 5 5 AT 6' OC i 0 1- 150 ss 24 8 24 21 �,� as za 10 2 24 rJ z°35 24 12 24 24 12 9 9 F12 12 3' EDGE NOTES: DISTANCE ANCHORS DESIGNED B PK I-USE IN CONJUNCTION WITH TABLE I,THE LOWER OP THE PRE55UIZE CONTROL DESIGN. AS PER SECTION G1 2-UNEAR INTERPOLAVON 15 ALLOWABLE BETWEEN BLADE SPAN SIZES #NCt�m ON TABLE BELOW SECTION G1 5CALM ADJUSTABLE MOUNT NA SILL ONLY DATF- 12/1 G117 DRAWNG 0 17-885 5HUT 4of9 TYPICAL HORIZONTAL SECTIONS DE JAMB&CORNER SECTIONS 0 EN No.5 TATE 0 010RI /ONAL S N DECO O'ORIE1 Wcnow INSET CLOSURE ANCHORS TYPE Al, 91, Ae, B2 OR A3 SPACED AT 24'GC z 0 03 L1/8' IXI 6063-T6 ALUM. ANGLE SAME le LENGTH AS BLADE #IOX3/4• SDS ORtz 3/16' POP RIVET In SPACED AT WOC m 2' EDGE SECTION Hl 0 DISTANCE ,ALTERNATE EDGE SECTION H DISTANCE CLOSURE FAT SURE DF "IRE <�w OHsni MIN, 06' ALUM, lz 0:u 2 D;S MIN. 06' ALUM. 2 EDGE D;STANCE 2 ANGLE SIDE SDS 13R ANGLE SIDE 0;' CL13SURE rl6?WP13P RIVET CLOSURE ANCHORS TYPE SPACED AT 24' OC 2 A3 ANCHORS TYPE T 13R At' BI IL E4 PK At, Hi, Ae 2 13R A14 At, BI, A2, SPACED BAT 24'IJC W 13R A3 "C I SPACED AT 24'13C #I x lOx3/14' SDS 13R 6 P NA 3/16' POP RIVET e SPACED DAM 3 e SPACED AT 24'OC PJ I Q 17 aDRAWWGY 17-885 TYPICAL HORIZONTAL SECTIONS LOCK SECTIONS \GEN No.52 9 Ni lir F ty OR% V. NOTEi SHUTTER CAN BE LOCKED FROM NAL INSIDE OR OUTSIDE BY PLACING LOCK SECTION L Alp" INSIDE OR OUTSIDE AS REQUIRED, LOCK BLADE SECT113N CLOSE POSITION CLw j La - — 210 cu 3 7-1 KEY OR THUMBTURN LOCK CIO LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE ALTERNATE SECTION L CD M ALTERNATE SECT10N L LOCK BME WITH SECTION L STARTER MADE SECTION LOCK BLADE SECTION I—SECTION H, OPEN POSITION I OR J 6 OrgQN mu 0 XNE 77 7 6 PK 4mm Ic 91 KEY OR THUMBTUR.N LOCKY5 x4ftw —3 4 LOCATED ON ACCORDION 5CAm- NA 3 INTERIOR OR EXTERIOR SIDE DAM FEMALE STACK MALE STACK 12/16/17 17-885 TYPICAL HORIZONTAL -DE LINIMATE LOCK SECTIONS �%c ON gig NOTE, SHUTTER CAN BE LOCKED FROM SECTION Ll No.62 1! INSIDE OR OUTSIDE BY PLACING LOCK BLADE SECTION 1 2 PUSH BUTTOM LOCK OR THUM SCREW CLOSE PDSITI(V,. STATE 4_4 THE -1 uNs 1-o I INSIDE OR OUTSIDE AS REQUIRED, W/THUMB SCREW] ORi SECTION Ll NAL LOCK BLADE SECTION tv 3.45 CLOSE POSITION (L 0 22 -BRILL AND TAP OPPOSITE BLADE TO RECEIVE SCREV. lu '001or 3 3.45 -I-AND BLADE TO RECEIVE 3 1/4-20X3/4THLMB SCREW LOCATED ON ACCORD"., z ER ,SII 3 INTERIOR OR EXTERIOR DE 0 22 z 3 PUSH BUTTON LOCK 71 23 LOCATED ON ACCORDION INTERIOR OR EXTERIOR-SIDE cr)th ALTERNATE SECTION LI 0)"6 UNIMATE LOCK BLADE WITH SECTION LI LOCK BLADE SECTION STARTER BU+DE SECTION OPEN POSITION 0.92 8 2 e3 0, '000or NSA, TSECTION H, (1) I OR go 7 23 PUSH BUTTON LOCK 0(D dg LOCATED ON ACCORDION z:: INTERIOR OR EXTERIOR SIDE 23 PUSH BUTTON L13CKJ 23 )PK LOCATED ON ACCORDION RwTm4m3e tic INTERIOR OR EXTERIOR SIDE 3 saw NA DAM UNIMATE UNIMATE 3 1 PJ I G1 17 LEFT STACK RIGHT STACK DmmmGf 17-W5 enQr 7 of 9 r a ' TYPICAL BLADE ASSEMBLY DE C EN 13 �T �vv No.$2 8 O 2 13 _ ATE F BILL OF MATERIALS F'�S o R O V. � +In MACCOERSDC ON M IAL M tNAI. 4120 C 60 TRACK - U O z p12AD€ 6063-T6 ALUMINUM +C 9iu��e�7 06 - 6 ALUMINUM CROCI FEMALELOCK BLADE - I CROCI � . 16 14-, g STARTER BLADE 6063^T6 ALUMINUM CROCI 14 9 ' TRACK 6063-Tb A UMINU CROCI ~�® 10 ADJUSTABLE TRACK 6063-T6 ALUMItRIM CROCI 13 20 13 10A ADJUST, CHANNEL 6063-T6 ALUMIMlM CROCI �} 108 ADJUST. CHANMEL W/ FLANGE 6063-T6 ALUMINUM CROCI z 12 IS 11 0 12 WH E L CARRIER PLAT D STE / LON C QC 14 / ' V BLADE m 14 16 1 1 SS FLATV E E2 CO �z I'x7/161 BUSHING NYLON 16 1/21 0/B' WHEEL BUSHING NYLON CROCI 3 1 / IL - U AN- 6063-T9 ALUMINUM HEADER 8 / '- X3 AN9LE 60 3-T6 ALUMINUM CROCI 0 O V C R YL L3 �u WALL MOU T TR CK 60 - 6 C I 2 0PIA P1 WALL MOUNT TRACK 6as3-Tfi ALUMINUM— CROCI ,0 ' OPT I NAL VER ALU UM BREAK METAL CR I iv 23 UNIMATE LOCK BLADE 6LOVW ALUMINUM CROCI m re t` w SILL �u N ¢OE$ t7W�� 14� 15 14� ANCHOR SCHEDULE w 14-) 14 5� ANCHOR SUBSTRATE DESCRIPTION EMBED. ED MANUFACTURER 1 --��� lYYYY A 3000 PSI C NCRET 1 TAPCON 1-3/4' 2-1/2 ITW °C(�a Ci p _ IS 1/4' UL BACON 1-3/4 .2-1/2 } 13 13 GF C9d CMU BLOCK i/4` ULTRACON 2-114' 2-1J2 ELCO R CC o N Em B HOLLOW C90 CMU BLOCK 1/4' TA ON 1-IJ4' 2-i12 TW AIL' o - 1/4' ULTRACON 1-1/4" 2=1/2 ELCO z 0 0 C OD CSG>=.55) 1 4' TAPCONS/ ULTRACON 1-1/ ' I W / ELC 0 0 1#14 WOOD SCREWS 1-1/ ' .0 GENERIC �3 1 eY D 3000 PSI CONCRETE 1/4-20 SOLID-SET 7/8' 3.0 ALL POINTS / '1 Errxs Nc 13 13 11' 12GA STEEL y 1 1—] ANCHOR NOTES, NA I—ANCHOR TYPE E TO BE INSTALLED IN 6063—T6 ALUMINUM OR ASTM A36 STEEL OATL- L•VOOD MINIMUM SPECIFIC GRAVITY SG-0.55 SOUTHERN PINE OR MIXED MAPLE 12/16/17 3—ANCHORS HAVE BEEN EVALUATED UNDER ALUMINUM DESIGN MANUAL 2010 AND AMERICAN V00D COUNCIL DESIGN MANUAL NOS 201E 4—ANCHORS ARE TO BE 300 SERIES STAINLESS STEEL OR PROTECTED WITH COATING SUFFICIENT TO PROVIDE CORROSION PROTECTION DRAWM6i FOR THE INTENDED SERVICE. !7-855 511111 8Of9 COMPONENTS t EIN 0.09 0.09 0, 5.12 No.52 9 U, 0.11 (u I cu cs —T C65 d F Q r arl Ln 0. 1 d 0 10 OHIO wm 1.00 R 10 Ln 0.11 1� � 2,oo AFC cu cu AL to 1.03 4,58 2 Z10 2.1.03 03 3.03 2- CEILING TRACK 4.04 1- 1*WALL MOUNT TRACK 1A- 2'WALL MOUNT TRACK I B- 3*WALL MOUNT TRACK MH ru 3 6 L,2 a ci DZ 3- BLADE d 8- STARTER BLADES 6-MALE LOCK STYLE 7- FEMALE LOCK STYLE o m 2.22 - 0 C) —2.26 in 9- A!TRACK 6 0 z d0 1.761 6 0.68 5- LOCK BLADE INSERT 9 0 0 d cs C3 0Ln IT o dcu 2j a t 43.25 10, t.0 2.812, 3, 4, 5' u 40.7,2 00) d" —2.83— 0 15 0 as 0 1 0. 13 0.0 18- MOUNT TYPE E ANGLE 7 -T 7F 17- BUILT-OUT ANGLES o Tay cd c0,—j 0- D., C5 0.07 MIN. El� 822 a.13 < u� 2.83 t T�-3.00 U2 ww- 10-ADJUSTABLE SILL TRACK 1GA-ADJUSTABLE SILL CHANNEL 108-ADJUSTABLE SILL CHANNEL W1 RANGE —3.12 5.12 3,27 0.13 4,12-- 4:1,�27 go 13 — OPTIONAL 0.13 0. mmm COVER -OPTIONAL OPTIONAL I()OZ I SCREW COVER SCREW COVER d 0.11 - 0.11 t 7T 10 1 PK 10 h In Ln I A in -PL 0 to a°i r 23-UNIMATE LOCK STYLE 1.00 NA IDaL POkM- 11.03 14/1 b/ 03 —3,03- DFAWNG f 17 22- 0.04-BREAK METAL 17-885 21- 1*WALL MOUNT TRACK 21A- 2 WALL MOUNT TRACK 21B- 3'WALL MOUNT TRACK OPTIONAL SCREW COVER %icer 9 of 9 Type: MANUFACTURERS* CITY. OF OLI>SM,�,R Vendor:095�14A " IOa STATI': STREL* f.WEST, OI.DSR1AR, F.L 3467.7 Phone: 813.749-1123 , LOCAL BUSINESS ,TAX RECEIPT Fiscal Year 2019 Expires: September 30, 2019 " Owner_: HOME SAFETY SOLUTIONS, INC. (813)$18-8788 Issued: 0$l09/2:018 Tax; - $112.00 Business 704 STEVENS AVE A Address:OLDSMAAR FL 34677-2957 �a4y Nain6:' HOME SAFETY SOLUTION.S, INC. i�red Segna#iire Mailing. 704 STEVENS AVE � Address:OLDSMAR FL 34677-2957 Issuarce and retention of this receipt is contingent,upon receipt holder's compliance with the City of Oldsriiar Code of Ordinances. The City reserves the right to inspect business premises LOCAL BUSINES`i TAX RECEIPT MUST BE CONSPICUOUSLY DISPLAYI+U AND IS Nt)N-ill FUNDAB Al2plicaut i i