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19-21106
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21106 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21106 Address: 38611 ETHEL AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0010-00400-0100 Improv. Cost: 20,000.00 OWNER INFORMATION Date Issued: 4/12/2019 Name: THEODORE, FOMBRUN Total Fees: 210.00 Address: 10789 PICTORIAL PARK DR Amount Paid: 210.00 TAMPA, FL 33647-2567 Date Paid: 4/12/2019 Phone: 813-312-0436 Work Desc: CONSTRUCT SCRN RM 12 X 41 & SHED 12 X 12 ON WOOD DECK CONTRACTORS APPLICATION FEES SUN STATE ALUMINUM INC BUILDING FEE 210.00 Ins ections Required FOOTER 2ND R-010GH PLUMB MSC 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)(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 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 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting is Owner's Name k w Owner Phone Number 13-31a G Owners Address e P ner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address / !/ JOB ADDRESS F§P&/jEy-LL L It- <<S �7 LOT## �p� SUBDIVISION PARCEL ID# �o�"��o".�� — d v' Qd110b"01(] (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME 0l _-/STEEL = DESCRIPTION OF WORK G BUILDING SIZE �" S SQ FOOTAGE L HEIGHT TYT��'i®tTTPr .�P'1a1"T PiT ITi—IP'1"'PITC'1®iT�ITI"`��PTI"i'T�i'�PPrFmAmFY� UILDING $ �ALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (1 =GAS = ROOFING 0 SPECIALTY = OTHER D FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO -.-.=.=. . .-... . -��-'p :.�....-�i....-.�. . ... . BUILDER ' COMPANY (.0 L S SIGNATURE C//� nn ,, REGISTERED Y/ N FEE CURREt, Y/N as Address t� ��/ /� 2 011 33 rq--- License# — a1 r ELECTRICIAN COMPANY SIGNATURE F REGISTERED Y/ N FEE CURREA Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIIIIIt11111111i111111111111111111111lIIIIIIIIIIIIttlll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonmwater 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 Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,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. -G-1-1-h-1--1�1--f-i-t=.i-I-.i-�-1-�I="f-i-I--4�l-i-i-6.3-t-t-4.4.1-6-i-iml�-f•-F-{-t�i-6-1•-4-1--4-1-Fi-F-t�6.-�1�-4.d-I-a--l-t�l�l- 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 Attorney(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 ori`p'ublid roadways.,needs ROW'. ' 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 beeri'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'S/OWNER'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"W 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 3 OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and sworn t�med)15ef6re me this by Who is/are personally known to me or has/have produced Who Isla nally kno n to me or has/have produced as Identification. as identification. Notary Public Notary Public Commission No. Com issi No. Name of Notary typed,printed or stamped Name of tary,t ,,print�� M BODES *=Conurdsslat$GG 276457 Expires December 12,2022 •:yOP it�P' goW TtN Tray Fain insarano 800385r7019 Sheds and Carports Plan Review Comments 1) All property markers shall be fully exposed at time of inspection. (RED TAG IF NOT MARKED) 2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF NOT ANCHORED PER PLAN) 3) All set-backs.shall be met. 4) Shall not be installed in easements. 5) Shall be set in the rear or side yards. 6) Only 2 accessory buildings per parcel. 7) Sheds shall not be rented or,inhabited. 8) Must meet and follow.all conditions of ordinancei780=01 9) No accessory building shall be larger than 300sq ft without site-plan approval 10) Not to exceed 16' in height at peak. 11) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless otherwise s.pecified.. 12) Accessory buildings in residential zones that exceed 150 sq ft shall be constructed.of masonry, wood frame, aluminum or.vinyl. Alurriinum and vinyl shall be residential grade and be consistent with existing architecture of the principle.building and adjacent properties, .13) Fence shall not encroach neighbor's private property or right of way... 14) Fence shall be no taller than 6 feet in the rear and sides of home. 4 feet from the front of home: 15)Good side of fence shall face out. I I I I I Cp"�Y T QPR .p 2 RHjLL8 I ' -- - EXAMI. PJL-R I , I i I I n ALL WORK SHALL COMPLY WI H PREVA LINO -- CODE&FLORIDA BUILDING CODE NATIONAL ELECTRIC CODE; A I 'AND THE CITY OF ZZEPt�YRHILLS i ORDINANCES , I /Ps - - = - I I I I I ' I I i i I Floxida Building Code Online Page 1 of 3 BCIS Home I Log In User Registration Hot Topics I Submit Surcharge I Stabs&Facts I Publications I FBC Staff I aCIS Site Map I Links I Search Florida Product Approval Florida r co USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail 4 r ' FL# FL4904-RB Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 l•tttna•/%xnznzr flnrirlalhliilrlinrr nrrr/nr/nr ann rltl acnv7naram—cz�CTFZTX(ltxrtTlntalnTtx>T�i�TI�1�1.Qr 7/Q/7(11 52 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.0l.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 II FL0128.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514010A.odf 3'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO128-05 for details. 4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 II FL0129.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514009A.Ddf 3'-0"x 8'-0"max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110 01 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 II FL0128.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports' Structures,does not exceed the design pressures listed. FL4904 R8 AE 514008A.Ddf 12'-0"x 6-8"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110 02 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129 Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 5140D7A.pdf 12'-0"x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110 02 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129 Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute https://www.floridabuildin2.ora/Dr/Dr app dtl.asnx?naram=wGEVXOwtDateluTwHNbb]Sc_._ 2/9/201 R .Florida Building Code Online Page 3 of 3 Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.Ddf 12'-0"x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0129-05. 4904.6 Wood-edge Steel Side-Hinged Door 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.03.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0130.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514008A.Ddf 12'-0"x 6'-8"max nominal size.When large missile Impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO130-05 for details. 4904.7 Wood-edge Steel Side-Hinged Door 8'-0"Glazed I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0131.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.Ddf 12'-0"x 8'-0"max nominal size,When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. 4904.8 Wood-edge Steel Side-Hinged Door 8'-0"Glazed O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.04 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0131.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed, FL4904 R8 AE 514007A,odf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO131-05 for details. 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: am 99 --2-c M Credit Card Safe r https://www.foridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSc... 2/9/2018 yI to m 149'MAX. OVERALL FRAME WIDTH O Do SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. -1 p(00 D.L.O. WTH 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES WIASTRAG 37.5" MAX.MAX.AL FRAME WIDTH 6 �_I Z �O . �GENERAL NOT S ® ® ® ® W O� 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO � � U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM LL1 Ln Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 0� N 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON � .-(() OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. C) 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN Q -I j 90 0 = ACCORDANCE WITH SECTION 2220 OF THE FBC. w M o a 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL TEST DESCRIPTION DESIGNATION RESULT o a$ z SELF IGNITION TEMP ASTM D1929 1 740 'F > 650 7 a o <z RATE OF BURNING ASTM D635 1 0.77 IN MIN o'er Mg SMOKE DENSITY ASTM D2843 13.47 0 �" TENSILE STRENGTH+ ASTM D638 7.50% DIFF IL I I I I I I o w • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING g g -� 4500 HOURS XENON ARC METHOD 1 3 0 AddeAmtoNAAEI DOUBLE DOOR UNIT W/SIDELITES a a CeU6faou No_ 3 3 3 3 m InNN(n Reviewed By: DA Rev ev = z o cD r z w tYQaL1 ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® 5 Ul o1LU) z U d Z Ln OG� CD �Z W :2q= Of 0 DO 11 HIP 11 11 WAN SINGLE DOOR UN R DOUBLE DOOR UNIT SINGLE' DOOR LIT SINGLE DOOR UNIT SINGLE DOOR UNIT WZSIDELM DOUBLE DOOR UNIT W SIDELITES WITH SIDELITE WITH SIDELITE w 0 U CO Z WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE DATE 7111105 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 4:�r j SCALE N.T.S. SHEET �/ DESCRIPTION X 37.5 +76.0W-76.076.0 -76.0 +19.0 -19.0 +55.0 -55.0 XX 74 +_ 155.0 -55.0 +19.0 -19.0 +55.0 -55.0 Mo.BY. SINS TYPICAL ELEVAT10N5 & GENERAL NOTES OX or XO 75 +55.055.0 -55.0 +19.0 -19.0 +55.0 -55.0DETAILS � •�'ANCHORING LOCATIONS & DETAILS OXO 112.5 +55.055.0 -55.0 +19.0 4 -19.0 +55.0 -55.0 KURT BALTHAZOR DRAW=NO.: OXXO 1 99 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 FLORIDA P.E. DWG-MA-FLO128-05 #56533 SHEET 1 OF 3 a Tn a o 6" SEE DETAIL _ 3" 6" � O 3" 3. 3.,.E" 3" ¢ 0 CO —I_ 3" 3" ,L 1_ O J I 1 1 I I I I 6" Mn Z V) 6" 6" 6 � UO6" I— Umo N o LL1Q a d SEE DETAIL ♦_ > — W a SEE DETAIL SEE DETAIL g w ' g a: in H o z 6" 3" &o G1 } o 6ru " I �' 88D 3" _ 3" I 3" —3" 3" 3" I—3" 6"_ 1 6„ a 1� a a 6" SEE DETAIL 6" rn "F" 3333m Add-Am ID MAMI 1n In m En GWiicaAonN9: o A6dt*BedAy. � z D318RW _� J LiW W -Uj ASTRAGAL RETAINER BOLT HOLE U a uai of #8 x 2-1/2" #10 x 2" #8 x 2-1/2" MUST BE DRILLED THROUGH J=ow 0 THE THRESHOLD & INTO THE ¢v�i o z #10 x 5/8" o STRUCTURE DEEP ENOUGH o a= #8 x 2-1/2" #10 x 1" FOR A 1.375" THROW _ #10 x 5/8" �0co 0 #10 x 3/4" DETAIL "F" ASTRAGAL °N a #10 x 2" DETAIL "E" ASTRAGAL m w o W (1/a"TEMP.cuss) FRAME DOOR ATTACH ASTRAGAL RETAINER BOLT Dow sss /OPTIONAL DECORATNE INSERT , DETAIL "D" DETAIL "C" STRIKE PLATE AS SHOWN STEEL OR 13UM SPACER N FRAME ALUM 1/2'RITE w o v m o . TYPICAL _—A6 X 1-1/2"PHS Da1E: 7 11 05 1 0.9621 w:. y":' SCALF ,.375� —J c� T / "" DWG.BY. sws DDW 995 CHK.BY: EXTERIO JNIEBl4B ""'• DRAWING NO.: R � INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL DWG-MA-R012B-05 SHEEP 2 OF 3 SEE DETAIL "E" SHT. 2 3- 3- 6. U) cc ul < T 6. 6. 6' is ri I w 0 w L ju Lc):lc 1-1 SEE DETAIL !�-0- SHT. of 10 < SEE DETAIL 0-F "C" SHT, 2 0 0 G M 6" m 6. T- 3" d43 3'6W— —'6 SEE DETAIL 6" 6 al w - "I'" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, En SIGNED AND SEALED BY LUIS R. LOMAS, PE z (FLORIDA #62514) WITH THE LOWEST (LEAST) 0 cra Wolm z FASTENER RATING FROM THE DIFFERENT FASTENERS No RweW B% En w BEING CONSIDERED FOR USE. JAMB, HEAD, AND TEE THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �Agx U] #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL on-M 0 Z Z) En 0 SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR two 0 LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE o z 21 WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIK ET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o a=F 0- 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD f SCREWS LOCATED 6" FROM EACH END AND MAXIMUM I. 0' -'. ".' C' - —0.25 O25 12" O.C. ljo. MAX 1.25 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN " MIN= MAX ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE 7111105 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL SCALP N.T.S. MINIMUM EMBEDMENT OF 1-1/4". M.BY. sws 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHK.M. TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK 'TYPICAL MASONRY DRWNG NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION ANCHOR INSTALLATION SHEET 3 OF Florida Building Code Online Page 1 of 2 d�2 i fit,. Basinessi 0 A . ' 1 , .,.. BCIS Home I Log In User Registration 1 Hot Topics I Submit Surcharge I stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I ,Search a QP Product Approval USER:Public User dbor _ Product Aooroval Menu>Product or Application Search>Anolicatlon List>Application Detail ° FL# FL12500-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 1] Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 Nei1.3.Sexton@saint-gobain.com Authorized Signature Neil Sexton Nell.J.Sexton@saint-gobain.com Technical Representative Neal J.Sexton,AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson, MI 49203 (517)780-3185 Nell.].Sexton@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich,PE 21 Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2011 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products I FL# Model,Number or Name Description 12500A Norandex Vinyl Siding Systems Vinyl Siding Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL12500 R3 11 2017 09 FINAL ER NORANDEX SIDING FL12500- Approved for use outside HVHZ:Yes R3j2d Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-152 Created by Independent Third Party: Yes Other: 1.)The DP noted in this application Evaluation Reports pertains to one particuair siding system.Refer to FL12500 R3 AE 2017 09 FINAL ER NORANDEX SIDING FL12500- ER Appendix for all systems and design pressures. R3.Dd 2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party:Yes Back Nerd Contact Us::2601 Blair Stone Road,Jalahassee FL 32399 Phone:850-487-182 The State of Florida Is an AA1EE0 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 mail 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(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for offlcial 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: A91 9M Ed = Credit Card Safe https:Hfloridabuilding.org/pr/Pr app dtl.aspx?i)aram--wGEVXOwtDavG4At.vRTTnT4(iF.-n1.q7 1/Q/?()I R ' . QO'TRINITY|ERD 4. Pm}DucTDEscmPDmm: This Evaluation Report covers 0o,an6axViny| Siding Systems in a variety of profiles and surface textures/ colors. This evaluation is limited to the specific product trade names referenced in this report subject Lothe Installation Requirements and Limitations/Conditions of Use herein. Brand Product Profiles Thickness American Classic American Classic insulated Siding System D4,D5DL,D6 0.044" Cambridge Beaded 6.5 Beaded 0,048" Finish Works Board&Batten 0.044" Generations Thermal Core Siding D4,D5DL,D6 0.044" S' Liux|TAT|oNS: 51 This is a building code evaluation. Neither Trinity]ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This evaluation report is not for use in F8CHVHZjurisdictions. 53 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed (V,,,d),wall-height and Exposure for the project and its location, For installations and/or locations exceeding the prescriptively allowable installations,limitations relating to design wind pressure resistance are outlined in Appendix 1. 5.3.1 "K8DP" = Maximum Design Pressure is the result nf testing for wind load resistance based on allowable wind loads. Refer to F0C 1609 for determination of project-specific design wind pressures. The MDP for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 5.3.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied byU.6M=u)for allowable loads. 5.3.3 Use of Appendix I is limited to siding installations with sheathing on enclosed buildings(GCpi 0.18),no,load combinations (Ka = I) and site conditions and location of the structure that 6n not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (Kt= 1.0) at the stated maximum height. Analysis for buildings failing outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. 5.3.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to"NO"indicates additional testing isrequired. 5.3.5 The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan-view dimension or 40% of the mean roof height, whichever issmaller, but not less than either 4% of the least horizontal plan- view dimension or 3 feet, as outlined in Figure 30.4'1ofASCE7'10. Exterior Research and Design,uc Evaluation Report caozu.w4.mm-1-nu e,tifuatevf Authorization wsm om EDITION(zu1r)mcmom-xvxzEVALUATION azzsuu-na mum^uex Vinyl Siding Systems;(517)mo-3ms Revision 3;o9/26/2nz7 Page svf« TRINITY IER® 5.4 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.5 All products in the wall assembly shall have QA audit in accordance with the F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Norandex Vinyl Siding Systems shall be installed in accordance with ASTM D 4756'and recommendations of the Vinyl Siding Institute",subject to the Limitations/Conditions of Use noted in section 5. 6.1.1 Unless otherwise noted, fasteners for vinyl siding are limited to min. 1%" long (min. %-inch penetration) x 0.125"shank diameter x minimum 3/8" head diameter galvanized roofing nails. 6.1.2 Unless otherwise noted nails shall engage the stud framing members. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Claremont, NC 9. QUALITY ASSURANCE ENTITY: Architectural Testing(QUA1844); (717)764-7700;www.archtest.com/vsi -THE TWO(2)-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- D4756-15,Standard Practice for Installation of Rigid Poly(Vinyl Chloride)(PVC)Siding and Soffit,©ASTM. "Complete information on the Vinyl Siding Institute can be found at www.vinVIsiding.org. Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 z D 0 Vl V1 \.< Ln C C C rL O .Z C C C T O_ Q O. O U] O_ O. 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O 0 7c O O 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C C) < IA - W o v s z o 0 0 0 o z z z T o000 0 0 0.10.0.0 0 ozz z z z o 0 0 0 0 0 0 0 0 0 0 0 0 111 O 7C 7C 7C 7C 7C O O O 7C 7C 7G 7C 7C 7G 7C 7C 7C C C 7G O O O O O 7C 7C C 7C 7C 7G 7C 7C 7C 7G 7C 7C 7G O A n r _ 3 I1. I + Z O O O O O z z Z z Z O Z O 0 0 0 0 Z O 0 0 0 0 Z z Z Z z O z 0 0 0 0 0 0 0 0 0 0 0 O 7C 7C 7C 7C 7C O O O O O 7C 0 7C 7C 7G 7C 7C O 7G 7C 7C 7C 7C O O O O O 7C O 7G 7C 7G 7C 7C 7C 7C 7C 7C 7C 7C p a - li N z z o z 0 o z z z z Z z z z O z 0 o z Z o z o o z z z z z z ZZOZOOO 0 0 0 0 0 O 0 7t O >c 7c O O O O O O O 0 7C O 7c >c O 0 7c 0 >c >< O O O O O O O 0 7c O 7c 7c r. >c 7c >c o N II N. ZZOZOOZ Z z Z Z z Z Z o Z O O Z z O z O O z z z z z Z Z z O z O O O O O O O O O O >< 0 7C 7[ O O O O O O O 0 7c O 7c >< O 0 7< 0 7c >< O O O O O O O O 7<I O 17C 7< >< >< 7c >c >< >< O O �++ Z Z o Z Z O Z Z Z Z Z z Z Z 0 Z z O z z O Z Z O Z z Z z Z z z z O z z O Z O O O O O No O O 7c O O 7< 0 0 0 O O O O O 7< O O x 0 0 7c 0 0 7C O O O O O O O O 7c 00 7c 0 7c 7C 7< 7G 7c O R x oWo - �.a N O a�0 N N A v n m v n m o n m v n m o n m v n C, v n m v n m v n m v n m o n m v n m v n m o n w Exposure N O O N O F Y N 4 W W m m m m m m m 7 NET 7 Ng 7 N j 7 N j 7 N F 7 N � 7 N - Q O Q O Q O Q O Q O Q O Q O N 7 fD N 7 N N N 7 (D N 7 CD N N 7 fD N N 7 ID {!1 N 7 0 Zone ., O (D O fD O O O fD ~ O O O O ~ O !D ~ m A 0 A p 'Florida Building Code Online Page 1 of 3 V, P, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications F13C Staff BCIS Site Map I Links Search 1; d ba Product Approval USER:Public User r Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1435-R20 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowsk! Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowsWi@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE L R Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 ANSI/AAMA/WDMA 101/l.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By httDs://floridabuildinLy.orLy/-Dr/`Dr aD-o dtl.as-ox?-oaram7—wGEVXOwtDosbCUITKel20DuttT... 1/26/2018 Florida Building Code Online Page 2 at 3. _ Product Approval Method Method 1 Option A Date Submitted 09/05/2017 Date Validated 09/22/2017 Date Pending FBC Approval Date Approved 09/27/2017 Summary of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std. Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC CertificationB-SH2O0.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/16/2019 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R20 II SH-200.odf pressure,size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-200 STD Evaluation 0917.odf Created by Independent Third Party: No 1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC 190-1003CAR2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/08/2020 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R20 II SH-200HD.odf pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-200 HD Evaluation 0917.0f Created by Independent Third Party: No 1435.3 SH-800 WlnGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC Certification SH800 C.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2020 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R20 II SH-800c.odf pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH800 Eva[0917.odf Created by Independent Third Party: No 1435.4 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC SH-5400 Certification.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2018 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R20 II SH-5400.odf pressure,size and anchorage information, Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-5400 Evaluation 0917.odf Created by Independent Third Party: No 1435.5 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC SH-5500 Certification.rid Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2018 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R20 II SH-5500.odf pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-5500 Evaluation 0917.odf Created by Independent Third Party: No https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsb CUITKel2ODuttT... 1/26/201 S GENERAL NOTES: ANCHOR LOCATIONS&SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH 53-1/8"MAX.TIP-TO-TIP THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 52-1/8"MAX.BUCK 6„MAX 2)WOOD BUCKS DEPICTED A51X ARE LESS THAN 1-1/2"THICK.IX WOOD BUCKS 52-1/8"MAX.BUCK 5"MAX ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD ----------- -- BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.ATTACHMENT METHOD OF 9"MAX, WOOD BUCKS SHALL BE DONE BY OTHERS. ) I j / 1 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 75" SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). 1 1 MAX. I I BUCK / 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6"MAX 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR l 75" i SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS 17"MAX. 1 I REQUIRED 70 PREVENT REACTIONS.ALUMINUM SHALL 8E PROTECTED FROM I I MAX. DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. 1 - BUCK I / 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. 1 � / 1 76"I MAX OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF TIP-T. / INSTALLATION SHALL BE DONE BY OTHERS. _ I I TIP / 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2,7 KSI 1 1 CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH AS7M C-90. 1 tt GLAZING COMPLIES WITH ASTM E1300. 9"MAX I I 8)THE 1!3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE --------------- 5"MAX• 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. FLANGE FRAME I FIN FRAME 9)EQUAL LITE SHOWN.ANCHOR QUANTITYAND SPACING APPLIES TO I ORIEL SASH UNITS AS WELL PRODUCT MAYBE INSTALLED INTO STEEL Fes—53-1/8"MAX.TIP-TO-TIP OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS, I 52-1/8"MAX.BUCK I 10)PASS-THRU PRODUCT HAS NOT BEEN CERTIFIED FOR WATER TABLE 3:FIN&FLANGE STANDARD WINDOWS ——————————————— 9"MAX. I '7T INFILTRATION AND MUST BE LOCATED IN UNEXPOSED AREAS. Buck5lze besi nPressure CertificationWidth Height Sash Style 11)THE 200 SERIES WAS FORMERLY KNOWN AS THE 4000/4001 SERIES. T(+)psf (-)psf Numbers 1 Equal Ute 55 55 19D-478,479, J I 52-1/8" 75" Orlei 1 55 j 55 493,494 J_ 1 / 5MA)(" f 17" i BUCK TABLE 1:FLANGE WINDOWS(STANDARD AND PASS-THRU) TABLE 4:FLANGE PASS-THRU WINDOW MAX' 1 52' Min.Edge Min. Anchor Type Substrate BuckSlze DesignPressure CertificationT-I TIP-TO- Wood Dist. Embedment (SouthernPlne) 7/16" 1-3/8, Width I Height (+) sf .-) sf Numbers I TIP 410 Steel SMS Steel Stud Gr33 3/8, .045(18 GA) S2-1/81' 51-1/2" 65 1 65 1 190-1002 J— � Aluminum-6063.75 3/8" 118" Steel,A38 3/8" 1/6" 8-1/2"MAX I 1/4"Masonry Concrete 1• 1-3/8" FLANGE FRAME 1-114, ) Anchor FbllowCMU 2-112" PASS-THRU WINDOW I NOTE FORALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS I BEYOND INSIDE FACE OF MATERIAL. TABLE 2:FIN WINDOWS STANDARD WINDOW) � :C(�{• L/�/' % &4 .' ( J,ROSOWSKI O8l08/11 ALUMINUM 8D63-T6A7 °� P ^'Q`^°T ;: .......... lAtmNa]Nbarsee�lPa�LBlmL AncharType Substrate Min.Edge Min. '- '•"K R„y,� AwaRa rARr.AvwRnavoFnn ti ` MT218'IfWYYEUJ81Q71®9[L1.®N Dlel. Embedment r61C.5 _ A0ww",� Ie 1•i/2"x.136• _ •l::• ?•'A• maeroNo<rcrAnarma Wood(Southern Pine) 3/8" 1-7/1fi C`: RooMg Nall - �• k�Cl' LU,:Fff 912 Panhead G (O / tl) 1070 TECHNOLOGY DRIVE MS Wood(Southern Pine) 9/16" 1-3/8" 75 $1D7 seh0ad Wood(SouthernPine) 7/16• 1-3/8• "%;,'••.. 5--� rcC.� •;;r�;'- FL ERT.O AUTHNOKOMIS.FL 4229298 SINGLE HUNG INST.,STD.MEETING RAIL Screw •••.:....., . A.Lynn Miller,P.E. a"" 7 ✓ 1.;� P.E.1158705 SH-200&20OPT NTB 1 of 3 1032411JR t INSTALLATION WITH FLANGE FRAME 4 S ST E EXTERIOR I SU TRA SU T / -\1X WOOD SHIM SHIM I EDGE DISTANCE NO y I ANCHORS NO J- SHIM I� REQUIRED ANCHORSYFLANGE EXTERIOR EMBEDMENT EXTERIOR REQUIRE FLANGE FRAME, JAMB INSTALLATION kA (DIRECTLY TO SUBSTRATE) ' FLANGE FRAME, HEAD INSTALLATION ME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION I (USING 1X BUCKSTRIP) I U llFf EXTERIOR EXTERIOR EXTERIOR EXTERIOR I i EDGE I NO LREQUIRED O DISTANCE ANCHORS ORS I REQUIRED F. 1X SHIM EMBEDMENT WooD FLANGE FRAME. ... .•,.,C��;5':_ SHIM JAMB INSTALLATION SHIM / (USING 1X BUCKSTRIP) BST TE 1X " y WOOD FLANGE FRAME. ..; 4015 PASS-THRU WINDOW_ �� �,. sw SILL INSTALLATION �•'�-•-.."LOR1`I�.�'''� �• A��t A��' SU T E (DIRECTLY TO SUBSTRATE) FLANGE FRAME, VHW TA- I SILL INSTALLATION ZTZTE J.ROSOWSKI OBlO6H1 ALUMINUM 6063-T6 wHmxxv-v.vmawsosvncasmonw. AWpMPftT(DIRECTLY TO SUBSTRATE) MN OF TM wv WWa�i N I FLANGE FRAME, 3WraWWM VffE xr %WM INSTALLATION NOTES: SILL INSTALLATION �'• °`PLT°'°'u" (USING 1X BUCKSTRIP) 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE J 2)GLASS SHOWN AS EXAMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. NOKOMIS,FL 34275 3)FOR SMOOTH SASH OPERATION.THE ANCHORS MUST BE FLATHEADS. FLCERr.oFAUTH.:29296 SINGLE HUNG INST.,STD.MEETING RAIL l 4)MAX.SHIM THICKNESS TO BE 1/4-- A.Lynn Mllier,P.E. s.e.w+.m sa`r, sn.m antnam wr I 5)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. P.E.#56705 SH-200&200PT NTS 2 0l 3 1032411JR 4 f{ INSTALLATION WITH FIN FRAME EDGE BST TE ,� I DISTANCE EXTERIOR SHIM #� EDGE DISTANCE 4 • EXTERIOR FIN FRAME, HEAD INSTALLATION s4 SHIM i I FIN FRAME, JAMB INSTALLATION SUBSTRATE i SHIM Al BST TE / EXTERIOR 0• b YEhp FIN FRAME, txsw,er wx aw.w: mseww,vt rvfflmmc ww SILL INSTALLATION J.RCIS 08/08/11 ALUMINUM 6063-T6 xae,: ux x.wa,r um+Ron�nurnbraannv�r� manmrr�raeurmazrwmtxxz�r+ .twtuw xmprrrnewreaam nt�rrm INSTALLATION NOTES: lrxu�aavrrvcreJotrsnvEs 0 o..vmsa. 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)GLASS SHOWN AS EXAMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. NOKOMIS,FL34275 toe 3)FOR SMOOTH SASH OPERATION,THE ANCHORS MUST BE FLATHEADS. FLCERT.DFAUTH.:2929e SINGLE HUNG INST.,STD. MEETING FAIL 4)MAX.SHIM THICKNESS TO BE 1/4°. A Lynn Millet,P saa sa o annc a..,nyra Ibr. 5)FIN MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. P.E.#5. 6705 SH-200 9 200P7 NTS 3 of 3 1032411JR INSTR#2O19OSOO.3S OR BK 9878 PG 3423 Page 1 of 1 03/26/2019 02:38 PM Rept:2040033 Rec:10.00 DS:0.00 IT:0.00 Paufa S.O'N66 Ph.D.,Pasco County Clerk Sr ComptrolCer Cf Of Ztii��S Permit No. Parcel ID No NOTICE OF COMMENCEMENT State of FV rt`'1 x^ County of V THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following Information Is provided In this Notice of Commencement 1. Description of Property: Parcel Identification No. Q a-a•e,�a I 00 t O n bq cj o 6 Street Address: 3 aft,!! 'f .e l Ave- 2. General Description of Improvement SCt-LP,Pu 2rJO --. r h Y! 3. Owner Information or Lessee information if the Lessee contracted for the Improvement *nYt{d") FDya b e tl IA- Name /1 1 c 2� 8�O t Y �.•E t YT r/•G � -�7��'t,.1,f'h i 1 J t Address city State Interest In Property: 10 W ri e Name of Fee Simple Titleholder. Of different from Owner fisted above) Address G.YP U r Lt PIPS City State 4. Contredor. fA u & Um I�t 1C«� ►2� Z� � r It a ppc 3 3 Addteas g!�_ ?SS--73d8 01ty state Contractor's Telephone No.: S. Surely. 'Name Address City State V • Amount of Bond: S Telephone No.: 6. Lender. Name — -- Address -- -- — -- City - - — State oa C U. Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: `'erg 4j Name Address City State Telephone Number of Designated Person: 8. In additionto himself,the owner designates of_ Q F— W Y to receive a copy of the Uenors Notice as provided In Section 713.13(1)(b),Florida Statutes. W W L-0UL W W Telephone Number of Person or Entity Designated by Owner, t�( LL J }V 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the V to J ~ coMrador,but will be one year from the data of recording unless a different date is specified): Q z W CV d Q WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT' RESULTARE OtINIYOURDPAYINGPER TWICE FORNIMPRO IMPROVEMENTS O S UNDER YOURPPROPERTY TIA Ndid O13 FOCOMM COMMENCEMENT MU BE ® = — J RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT >- LL 1-- W Q O WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. �W 0 O V U Under penalty of per)ury,1 declare that I have read the foregoing notice of comm noo t and that the fads stated therein are true to the best =IF— } U LL co of my knowledge and belief. O W LLII Y STATE OF FLORIDA in COUNTY OF PASCO Q tg- © Q J L Signature of Owner r Le ee,or Owners or Lessee's Authorized ®} �O 0 LL U Off cer/Dlredor/Partner/Manager W � Z O _I �— ECLL = ¢ — Signatory's Title/Office r► I .Uj QQ O } Q W The foregoing Instrument was acknowledged before me thisA_day of/Dora h .20)9 by f d M R�rt� o pcG rf� LL P zo C) as (type of authority,e.g.,officer,trustee,attorney In fad)for ®Ik— Z W � � (nameof party on behalf of whom Instnrme was executed). I—- W z g Personalty Known❑Q$Produced Identification ] Note Signature e9 t— CC Notary 9 2 Z — Type of Identification Produced,r Ail�'Lr5 Neme.(Print) an U1 _1 - Fi ✓oo(LS "� F- O i CL m wims, oka a Rortd. cso nes3o wpdate/bcs/no8cewmmenoemenLpc053048 City of Ziphyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: `� zti C1 Permit Type: 40' Approved w/no comments:0 Approved w/the below comments:/asV Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. APR 0 9 2o19 Ka—lvin 40—ZPlans Examiner Date Contractor and/or Homeowner (Required when comments are present)