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HomeMy WebLinkAbout19-21476 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21476 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21476 Address: 3452 ALABASTER DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: MOBILE HOME PARK Lot(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE Est. Value: Parcel Number: 24-26-21-0040-00000-1050 Improv. Cost: 12,520.00 OWNER INFORMATION Date Issued: 7/23/2019 Name: PYLES, DANIEL & CHERYL Total Fees: 345.00 Address: 301 BELLEFONTE DR Amount Paid: 345.00 ASHLAND, KY 41101-2113 Date Paid: 7/23/2019 Phone: 606-922-7540 Work Desc: CONSTRUCT RM ADDITION 16.3 X 13.10 &BATH 6.3 X 11.6 & MUDRM 6X6.3 CONTRACTORS APPLICATION FEES HOMEOWNER BUILDING FEE 142.50 HOMEOWNER ELECTRICAL FEE 67.50 HOMEOWNER PLUMBING FEE 67.50 HOMEOWNER MECHANICAL FEE 67.50 C)vr Q� b m01 P ("/� q Ins ections Required FOOTER 2ND ROUGH PLUMB MI 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. )&e zlne5�� &__ CONTRA TOR 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 / . 'r Building Department Date Received 13 a O _ s Phone Contact for Permitting Owner's Name 1�2 Owner Phone Number s (al.d.�� vrcai Owners Address Pe46,24e Vil Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address / / //� ?�-y1'\ / JOB ADDRESS S� lR a -fY I1� [�� L�� ILL/ :?3S�7 6 /��L`O`\T`# /U� SUBDIVISION P i A D l It PARCEL ID Z `2 v V v Ci[.X.CJ23-4`d§-6 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR ADD/ALT = SIGN 0 Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION BLOCE�J 0 FRAME l = STEEL Q /� r�1 DESCRIPTION OF WORK 000ts O O n* (43wt � L'( r"�� ��� � Jx�13 7 n�«� t f BUILDING SIZE SQ FOOTAGE 3 HEIGHT TP'r��f'9�1'�P'rYrrf"TI"��1"7��i TPT��r�r"I®P®P7�ITPPTF�TT'Tf�P"1'T'rZ�l"•YY'P.�ITri�P'�19�fm1T E BUILDING $ �� D Do VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ 00 AMP SERVICE = PROGRESS ENERGY E�!J®W.R.E.C. EETP[L)MBING $ ODD 00 �1 D'MECHANICAL $ S-D�•pp VALUATION OF MECHANICAL INSTALLATION Z J =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILD• . .�.��'.�/'C/OMFAN�� •�l I�� e/ �•��s• R •(�Nil p� �.,`t / STGNATURE /REGISTERED Y/ N FEE CURREN I Y/N Address �(� OYI f. k 6k , 41t d( License# ELECTRICIAN //I/I �C MPA�Y Q,M l -e �S O"15-6 'e e— SIGNP�r1f 1 (/"// Rjt�'.I.T.RE EGISTERED �/ Y/ N FEE CURREA Y/N Address 301 ig f t r((1 License# PLUMBER NY GIN/ l�� u2edw e F�' S G A URE I( Y/ N FEE C RREt Y/N IN-4-ow l Address O If b7�r)¢l �(0 License# MECHANICAL C64ANY GI k I-e PS NZ&6 VL-e GNAT RE REGISTERED 1_ Y/ N FEE CURREt Y/N Address a`rp lne { MimiLicense# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN )/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllll 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 dale. Required onsite,Construction Plans,Stonmwater Plans wl 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 wl 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. -6-t--I-1-1-i-1--l�l-f-i-l-k-1-1-6-1=Ial-1-i-6-1-4-t-.d�l-i-ImL•-6�i-f-8�bm6•-i�t-l-t--6-i�l-�L--I-1-1-4-f-5.-4.F-i-1-{�-4-1-1-1--I-4-1-b�F- Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice Of Commencement is required. (A1C 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 on public roadways..needs ROW 1 � Y . 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'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 TTORNE BEFORE RECORDING YOUR NOTICE OF OM ENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR GENTeepe1,4 CONTTOR !�{ Subscribed a bswort (or affirmed)Afor i e this Subscribed and sworn or affirmed)bet a this .e, V �v l�s Wr'o'is/are personally known to me or has ave produced Who is/are personally known to me or has/hav produced htll-1:vc.�E.� 4. as identification. K e.n'1-vGK�I b as Identification. LAI" e w/ I J) Notary Public Notary Public i Commission No. 1-16 5-3 0 Commission No. Z?5- Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped =L� of Fbrida .;+sr Notary Public State of Florida Nancy J Brooks [Ie?4j. G 178530 < My Commission GG 178530'2a Expires 02/18/2022 a Ad,. From: 09/18/2015 10:49 4414 P.001 DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPk1MILLS BTJILDIN(i DB MBPART M j� X, C[ n I �Pr / / (es have read and fully understand' and agree to the provisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building.' 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. S. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department_ 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc., where applicable. S. That the owner shall comply with all the safety codes issued by the Florida industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law., The exemption allows YOU, as the owner of your property,, to act as your ow contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law.will presume that you built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply w7/,Z applicable laws, ordinances, building codes, and zoning regulati s .�{ q R'S =MM DATE "�"► 3 - I .ADDRESS so 1 e n r. 14 qd T t( t 1 d l PHONE A.Z.Z ' ?)-Y b WITNESS PERMIT # City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: Permit Type: nn Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Ile JUL 1 ,0 2019 Kalvin S zer—Plans Examiner Date Contractor and/or Homeowner (Requird'd when comments are present) -! - ! - 16 oi I t I ! I , I ! /oil V it I I I I i i I I.. I i I i t I ! I , i I , Florida Building Code Online Page 1 of 3 /?? -li Business Professional RequloOcyn Ara BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links •Search I Florida `Product Approval ' USER:Public User: Product Approval Menu>Product or Application Search>Application List>Application Detail 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 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgteluIwHNbbISciO%2b... 1/9/2018 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 NI006110.01.odf 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.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 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.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 514009A.odf 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 NI006110.0l.odf 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.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 514008A.odf 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-OS. 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.odf 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.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.13df 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.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute https:Hfloridabuilding.org/pr/nr_app_dtl.aspx?param=wGEVXQwtDgteluIWHNbblS ci0%2b... 1/9/2018 149'MAX OVERALL FRAME WIDTH Lf) 21 MAX 36.375" MAX. CD SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT -D.L.D. PANEL WIDTH 37.5- MAX. 6�-8"DOLIBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH cj�-i CD GENERAL NOTES E c) 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO CL THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, LT)DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 0) 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON 10 cf) - OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. C; 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 co 4 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL- TEST DESCRIPTION DESIGNATION RESULT Ao d-9 I SELF IGNITION TEMP EDIE929 P4 > "50 1 0.77 -)MFN ED RATE OF BURNING ..7,�Elhl jSMOKE DENSITY ASTM D2843 13.47 MO E T-Ni E STRENGTH ASTM D638 I 7.50% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 2 4500 HOURS XENON ARC METHOD I C, re 0: DOUBLE DOOR UNIT WISIDELITES 0.1 AMerhm to NN V)tn cn vI ceiffiranurmn No: (n U)CA NOR" z 0 z Ld n U) Ld oaLa U) u IL U)UO) z D 0 E3 M El M L3 13 13 13 M 13 M n La 52) Ld L 4,0 OM c'?s .00 HBO <= Do 0 03 0 LL I SINGLE DOOR UNIT DOUBLE POOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT .SINGLE DOOR uNrr wlsipams DouHLE DOOR UNIT jy/-siparms WITH SID IT WITH SIDEL z WHERE WATER INFILTRATION PERFORMANCE IS 101010,161 DESIGN PRESSURE RA17NG REQUIRED TO BE 15% OF DESIGN PRESSURE DATF-, 7/11/05 TABLE OF CONTENTS RCONFIcG:; MAX , INSWING ourswING INSWING OUTSWING SHE,ET DESCRIPTION X 37.5" +76.0 -76.0 t+76.0 Ea.2 +19.0 -19.0 +55.0 SCAM N.T-S. 55.0 XX 7-4 +55. - 55-0 55.0 +19.0 -19-0 +55.0 55.0 DWG.By. sws TYPICAL ELEVATIONS & ENERAL NOTES OX or XD 2 OX or XO 75" +55.0 ARK.S. jl"551� -55.0 +19.0 -55.0 CHK.BY: XO -55.0 2 ANCHORING LOCATIONS & DETAILS OX0 112.5" +55.0 4 -52-0 I±N-9 4 -5-0 +1!3-0 KURT BALTHAZOR DRAMNG NO, 3 ANCHORING LOCATIONS & DETAILS 'XX0 -55.0 OXX0 149" 0 r 0 1 FLORIDA P.E. DWG-MA-FLO128-05 J56533 ISHEET__1 OF,3_ CL: Lc) C) 6. SEE DETAIL 3 3" -E. ' 3- 6. Cp 0 V 6"7 " T 6 cl C. w w 0 < SEDE DETAIL r a. " . D SEE DETAIL SEE DETAIL ^c. q ir in A a 6- 3- 3" IE 3- 6" ir 6. 0 SEE DETAIL F- AdcPj*M to RM 0 z DOR60i F, ljj U < 0-1 z ASTRAGAL RETAINER BOLT HOLE a-(0 1 C) MUST BE DRILLED THROUGH -j 0 UJ Ln #10 x 2" #8 x 2-1/2 uj L THE THRESHOLD & INTO THE n no iu> #8 x 2-1/2" ;�-I' 0 " STRUCTURE DEEP ENOUGH a #10 x 518" FORA 1.375" THROW DO #8 x 2-112 #10 x I" —�2000 #10 x 518" "o Li t� �<- #10 x 314" DETAIL "E" ASTRAGALcq #10 x 2" DETAIL "E" ASTRAGAL row 995 TEMP.oL4ss) ATTACH ASTRAGAL RETAINER BOLT ECORATIVE INSERT FRAME DOOR OP. ALUM,STEEL OR BUM SPACER A&11110�11" STRIKE PLATE TO FRAME 1/2-BITE w 0101mio DETAIL "D"- DETAIL "C" AS SHOWN. #6 X 1-1/2-PH$ z TYPICAL I H H DATE.- 7/11/05 0.9621 SCALE- N.T.S. MG.BY! Sws 1.375" DOW 995--" CHK.13Y.' T T EXTERIOR IbITERIO DRAWING No.; INSWING THRESHOLDOUTSWING THRESHOLDTYPIC, DETAIL DWG-MA-RD128-05 SEE DETAIL 6. "E" SHT. 2 00 Y 6" C4 6. Mr CL w w L U �u .1 SEE DETAIL In Ln U D" SHT. 2- Ld SEE DETAIL cr "C" SHT. 2 W��. 6" 6" is 8- La 3- SEE DETAIL k 3, 1-3 x R 0 6- x 2 0 '-I- ILW Y ATTACHMENT DETAIL "I" SHT. w In 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 3-3-3-°6 (n U)V) SIGNED AND SEALED BY LUIS R. LOMAS, 0 PE z (FLORIDA #62514) WITH THE LOWEST (LEAST) 0 61 z FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE o #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL a m�-'M zcn o SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR a m 0 U) 2 LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE ul 0 w V) WOOD SCREW EDGE DISTANCE MIN 3/4". 0 Nnoz 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ova y 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 9130 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED m 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 N.3 clj CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" D.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM f 12" D.C. 1.25" 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0-25" MIN SHIM 1----j-0.25" AX MAX ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM 7/11/05 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL SCAM- N.T.S. MINIMUM EMBEDMENT OF 1-1/4". MG.By. sws 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHIC BY: TRANSFER LOADS TO STRUCTURE. DPAWNS NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FW128-05 ANCHOR INSTALLATION ANCHOR INSTALLATION SHEET rlorida tsullaing uoae unnne rage 1 or y� vaEna.wr � .q ✓I Cf m a• ® B Y � � ® ss• '�' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff E BCIS Site Map Links Search baP r °";'ProductApproval USER:Public User �, Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12500-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived El Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 NeiI.J.Sexton@saint-gobain.corn Authorized Signature Neil Sexton Nei I,J.Sexton@saint-gobain,corn Technical Representative Neil J.Sexton,AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson,MI 49203 (517)780-3185 Neil.J.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 RJ 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 Elorida building Code Unline 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 Summar of Products FL# Model,Number or Name Description 12500.1 Norandex Vinyl Siding Systems Vinyl Siding Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL12500 R3 II 2017 09 FINAL ER NORANDEX SIDING FL12500- Approved for use outside HVHZ:Yes R3.Ddf 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 particualr siding system. Refer to FL12500 R3 AE 2017 09 FINAL ER NORANDEX SIDING FL12500- ER Appendix for all systems and design pressures. R3.Ddf 2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party: Yes Back Itlezt 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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: ® epheck Credit Card Safe https://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEpISz... 1/9/2018 C)o TRINITY IERD 4. PRODUCT DESCRIPTION: This Evaluation Report covers Norandex Vinyl 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 to the 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" Great Barrier D4,D5DL 0.044" Polar Wall Plus! D4,D5DL,D6 0.044" Norandex Sagebrush D4,D5DL 0.050" Shenendoah 6.5 Semi-Beaded 0.048" Shenendoah T3 0.040" Sterling D4,D5,D5DL 0.044" Summit Manor D4,D4.5,D4.5DL 0.040" Woodsman Select D4,D4DL, D5,DSDL 0.042" 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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 FBC HVHZ jurisdictions. 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed W.,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 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 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 by 0.6 (P,,d)for allowable loads. 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings(GCpi_±0.18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K,t= 1.0) at the stated maximum height. Analysis for buildings falling 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 is required. 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 is smaller, but not s less than either 4% of the least horizontal plan- s 0 of view dimension or 3 feet, as outlined in Figure o 30.4-1 of ASCE 7-10. s d Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 3 of 4 j� `-JTRINITY1ER® 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. 3/-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. S. 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,I.I.C. Evaluation Report C13820.04.09-1-R3 Certificate ofAuthorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION F1.12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 �< o O C c C �L to c C C T Z d O. 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O 3 3p_ O 3 2 O 3 U, N 3 rD W N 3 CD Ln N 3 CD N 3 rD N 3 fD N 3 rD {n N 3 rD Zone O N O O (D -' O O ' O rD O O O M -� A A l f3D A m A 0 A 7 A 9 3 A O N M v v z a � av o O, v i v v m z `< `< c m o o- a o n. o- o- w N. o n n 0 d O Q Q CL a M V T � r o O N 4A N C = v N DD C z 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F+ 7c 7 7c 7c 7c 7c 7c 7c 7c 7c 7< 7c 7c >< 7: 7c 7c 7c 7c >c >< 7c 7c 7 N o O z m Cl) O 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0.10 0 0 0 0 0 O O O O 0 0 0 0 0 N z 7C 7C 7C 7C 7C 7� 7G 7, 7C 7C 7C 7C 7C 7C 7C 7C 7; 7C 7< 7C 7C 7C 7C 7C 7C 7G 7 7C 7C 7C 7C 7C 7G 7 7C 7 7c 7c 7C 7C 7C 0 M o D T Z. o m x O O O O O O z 0 0 0 0 O o 0 0 0 0 O O O O O O 0 z 0 0 0 0 O O O O O O O O O O O O O w m Li 7C 7C 7C 7C 7C 7C 0 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7G 7C 7C 7C 0 7 7C 7C 7C 7C 7C 7C 7C 7G 7C 7C 7C 71z 7C 7C 7C 7C O O O 3 0 V cn Ln O � N 1D m O O O O O 0 z z p z 0 0 0 0 0 0 o O 0 0 0 0 0 0 z z O z 0 O 0 0 0 0 0 O O o 0 0 0 O o -1 7C 7C 7C 7C 7G 7C O 0 7C 0 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7G 7C 0 0 7C 0 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7c CL fD � S O O O 0 0 0 0 0 0 O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 O O O O O O 0 0 0 o G _ In W. � o v � z O O O o O z z z z Z o O oO O o O z O O o 0 o z z Z z z o 0 0 0 0 0 0 0 o O O O 0 O O O O 0 7G 0 0 O O O 7C 7C 7C 7C 7C 7C 7C O rDwnj p 0 . D- + c C z 0 0 0 0 O Z Z Z Z Z p z 0 0 0 0 O z 0 0 00 O Z Z Z Z Z O Z 0 0 0 0 O 0 0 0 0 0 O 0 7C 7< 7C C 7C O O 0 0 0 7C 0 7, 7C 7C 7C 7C 0 7C 7 7C 7; 7C O 00 00 7C 0 7C C 7C 7C 7C 7C 7C 7C 7C 7C 7C VO W a u r z z p z o o z T IT z z p z oo zzp zooz.zzzzz zzozo0000000 0 0 7-, 0 7c ?,z0 0 0 7; 0 7 7C 0 0 7� 0 7; 7C 0 0 0 00 0 0 0 7C 0 7C 7C 7C 7C 7G 7C 7< 7C 0 X u. N T01ozooz z z z z z z Z ozO O z z 0 zo0 zz zzzzz z o z O o O o0oO07C 0 7C 7C 0 O O O 0 0 0 0 7C 0 7C 7[ 0 0 7 0 7C 7C 0000000 0 7C O 7C 7c 7C 7C 7C 7C 7C 7C O D z D A Z z O z Z O z z z z Z Z Z Z O Z Z O z z O z z O z z z z z z z z O z z O z 0 0 0 0 0 No > > 0 0 >< O O >< O O O 0 0 0 0 0 7C O O 7c O O 7C O O 7c O O O O O O O o 7� O O 7� O r 7C 7C 7; 7c o a a w x X OD N O DaC N N A � v n m o n m v n m o n ma n m o n m Exposure No o F+ � z � N V W W � N - m m _ m _ m m m a D - a o - a o - o. o a. o ET a o a. o EF ` u N O N � N O O N N O CD. N 3 0 N O O N N O N O O Zone O N O O O NO m ~ O ~ O 2 O N ' Z E 7 A D CD fD (D ID (D m (D Florida Building Code Online Page 1 of 3 A _-* fit s' p as 3 k 8 zm BCIS Home I Log In I User Registration ; Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff, BCIS Site Map I Links Searchi d rl . b a O Product Approval USER;Public User Product Aooroval 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 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowskl@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@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 i� 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/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By httDs://floridabuilding.orL/-Dr/nr ann dtl.asnx?naram=wGEVXOwtDo.ghC:TTTTKel2ODIIttT.__ 112619.01 R Florida Building Code Online Page 2 of 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.odf 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.pdf 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.odf 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 Certifiication.odf 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 htti)s://floridabuildin..org/pr/pr app dtl.aspx?param=wGEVXQwtDgsbCUITKe120DuttT... 1/26/2018 GENERAL NOTES: ANCHOR LOCATIONS&SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH 53-118"MAX.TIP-TO-TIP THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. L52-1"/%�-�BUCK 52-le MAX.SUCK 2)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2"THICK 1XWOOD BUCKS 52-118"MAX.BUCK 6"MAX 5"MAX ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD ;i�� . BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.ATTACHMENT METHOD OF MAX- ------ WOOD BUCKS SHALL BE DONE BY OTHERS, -4 I T 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO i 76" SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). I MAX. 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE I I BUCK I SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. I 1 6"MAX -F 6)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS 17'MAX. I 75- REQUIRED TO PREVENT REACTIONS,ALUMINUM SHALL BE PROTECTED FROM I I MAX. DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. BUCK 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. 76" OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF MAX. INSTALLATION SHALL BE DONE BY OTHERS. TIP-TO-TIP MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI TIP CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM E130D. 9'MAX. 8)THE 113 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, 9)EQUAL LITE SHOWN.ANCHOR QUANTITY AND SPACING APPLIES TO FLANGE FRAME T— FIN FRAME ORIEL SASH UNITS AS WELL PRODUCT MAY BE INSTALLED INTO STEEL OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. 53-1/8"MAX.TIP-TO-TIP TA13LE 3:FIN&RANGE STANDARD WINDOWS 10)PASS-THRU PRODUCT HAS NOT BEEN CERTIFIED FOR WATER 111�7L "MAX,BUCK INFILTRATION AND MUST BE LOCATED IN UNEXPOSED AREAS. Buck Size Design Pressure Certification 9"MAX. (+)fp�(-)Psf Numbers Sash Style f 11)THE 200 SERIES WAS FORMERLY KNOWN AS THE 4000/001 SERIES. Width Height (+)Psf T- -Equal Ute 55 55 190-478 479 52-1/8" 75' 51-112' Orlel 9 -THRU) 55 4�3"'�94/j MAX. TABLE 1:FLANGE WINDOWS{STANDARD AND PASS 17" BUCK Min.Edge TABLE 4:FLANGE PASS-THRU WINDOW MAX. 52" Anchor Type Substrate Dist. Embedment Buck Size - ign Pressure Certification T—'l MAX. sf TIP-TO Wdod—(S-Mn Pin.) Width Height psf s Numbers 4 TIP VIO Steel SMS Steel Stud Gr33 3/8* .045(18 EA) 151-1/2!'l 65 65 190-1002 Aluminum-60B345 3/8" lie" Steel,A36 3Ar I/jr 1w Masonry Concrete 1. I-WEr Anchor w Z`U I 2-1/2- —1-1/41- r FLANGE FRAME NOTE:FORALL METAL SUBSTPATES-SCREWEMSEDMENT SHALL BE MIN.3THTEADS PASS-THRU WINDOW BEYOND INSIDE FACE OF MATERIAL I, lij "/ A-W. wr: wart TABLE 2:FIN WINDOWS(STANDARD NNOOV) J.ROSOWSKI 08 Min,Edge 108/11 ALUMINUM 6083-T6 Anchor Type SUL-stralle Min. Dist. Embedment ANDPROPOMMY.hopomoN,,m, 1-10 X.135' Awnwwwonevn� Roolng Nall Wood(Southern Pine) 318" 1-7/16" 5*�— '- #12 fie—nhand :� : . Wood(Southern Pine) 1070TECHNOLOGYDRrVE SM NOKOMIS,R.34275 10 TTU­o I as r FLCERT.OFAUTH.:29296 SINGLE HUNG INST.,ST Screw Wood(Southern Pina) 7/16" 1.316" FLO, D.MEETING RAIL ............... A.Lynn Miller,P.E. W.Abdub Sol%- &�.t I-.M- SH-200&2DDPT NTS I of 3!.E.B58705 103241 1JR INSTALLATION WITH FLANGE FRAME 4 71 ST E EXTERIOR 7nTRA SU T 1X q SHIM WOOD SHIM l EDGE No DISTANCE ANCHORS NO + SHIM REQUIRED ANCHORS EMBEDMENT EXTERIOR REQUIRED EXTERIOR I FLANGE FRAME, JAMB INSTALLATION FLANGE FRAME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION FLANGE FRAME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION (USING 1X BUCKSTRIP) -uT 4 EXTERIOR � I EXTERIOR C� EXTERIOR EXTERIOR EDGE NO NO DISTANCE ANCHORS ANCHORS REQUIRED REQUIRED 1X SHIM EMBEDMENT WOOD �,`If, FLANGE FRAME. �:;;.•ti�E;;S,- SHIM JAMB INSTALLATION _ SHIM (USING 1X BUCKSTRIP) BST TE 1X WOOD FLANGE FRAME. PASS-THRU WINDOW `'-E cY SILL INSTALLATION f'`'� ` (DIRECTLY TO SUBSTRATE) �•., ,;n„4�,\� • FLANGE FRAME, BS TES o.e� � � Q` f SILL INSTALLATION J.ROSOWSKI 6/08/11 ALUMINUM 6063 rumxn,ummaxror:mi (DIRECTLY TO SUBSTRATE) Rii°�' °�' m�aawr7wraeix FLANGE FRAME, unnawx jMff7WE ofE=WffiTnN INSTALLATION NOTES: SILL INSTALLATION �"•t`""'a`^'TfO�"°� (USING 1X BUCKSTRIP) 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,FL 34275 T"w 3)FOR SMOOTH SASH OPERATION,THE ANCHORS MUST BE FLATHEADS. FL CERT.OF AUTH.:29296 SINGLE HUNG INST.,STD.MEETING RAIL 4)MAX.SHIM THICKNESS TO BE 1/4'. A.Lynn Miller,P.E. 5`^ '•' s .- sn.or a,»avrm. rar. 5)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. P.E.958705 SH-200&20OPT NTS 2 of 3 1032411JR 4 f' w INSTALLATION WITH FIN FRAME I EDGE UBST TE DISTANCE EXTERIOR SHIM EDGE DISTANCE ' i EXTERIOR 7F— a FIN FRAME, _ HEAD INSTALLATION SHIM i FIN FRAME, JAMB INSTALLATION _ r SUBSTRATE SHIM Ly- BST TE j EXTERIOR a f �. 'fly •• 'LO'���•` ;•`.i, FIN FRAME, ammay: wee: 7.4b,6t aeffrau7 {mFvatw CONTAM SILL INSTALLATION J.ROSOWSKI 08/08111 ALUMINUM 6083-T6 a 7 r } meat• w5: Fl.r1L�x .v+ava�a�ru�i:ngra+rrorra aus nax�rnxr.sas�� u ulrrewv wax+vtrt�wxr=vra mortar rrx�vcKicrtwsaea INSTALLATION NOTES: 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. NOKONS,FL34275 xu 3)FOR SMOOTH SASH OPERATION,THE ANCHORS MUST BE FLATHEADS. FLCERT.OFAUTH.:29296 SINGLE HUNG INST.,STD. MEETING RAIL 4)MAX.SHIM THICKNESS TO BE 1/4 A.Lynn M11Ier,P.E. S~wlk 0.° V" 5)FIN MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. P.E.M705 SH 200 3 20OPT NTS 3 of 3 1032411JR F All lot improvement requests must be submitted no later than Wednesday by 2:00 to be processed on the following committee meeting day. All permits must be posted visible to the street. Date Recd / / LOT IMPROVEMENT REQUEST Permit No To: EPPOA Lot Improvement Committee & Board of Directors From (please print OA N 't SA 599Y pol CS Lot#/Address: J'V —30 , fL44✓ 'Afq 0A, Phone number where you can be reached: 604!� c/g� 75'`® We request EPPOA approval for construction, addition to our installation, on the following: � ( ) Shed ( )Lanai ( )RV Port (it Park Model ( ) Cottage ( )Concrete Slab ( ) Pavers ( ) Concrete Painting ( ) RV Skirting ( ) Landscaping ( )other All requests for construction/additions/remodeling are required to have a complete, detailed/sketch, to include footprint, setbacks, front elevation, back elevation, left & right side elevation and top elevation. All elevations must include all sizes and locations of windows and doors, with length, width and height of the overall structure. Park models are to include pamphlet with pictures. In addition, all requests require and must include the full description, including color of siding, trim, shutters, doors, pavers and concrete painting if applicable. "PRIOR TO BEGINNING CONSTRUCTION" a copy of the Zephyrhilis building permit and a copy of the completed engineering plans must be RETURNED to the "LOT IMPROVEMENT COMMITTEE", these will be returned to you for construction. Upon completion of your construction a complete copy of the engineering drawings of the structure, (as built) permits, inspections and final permit approvals must be returned to the Emerald Pointe Lot Improvement Committee for Office filing. ALL REQUESTS MUST COMPLY WITH CURRENT REQUIRED PERMITS FROM THE CITY OF ZEPHYRHILLS, PASCO COUNTY, OR STATE OF FLORIDA CURRENT BUILDING CODES. Comments: v r Cf, Il c4c4F J i rNL a .+lei MCr 1400M Lot Owner's Signature Date13 / o? Z / 0 Page 2 of 4 All t EME . �D'l PO IN Name 1 'Lot# LOT IMPROVEMENT PETIT # -EME.RALD POINTE BOARD OF DIRECTORS APPROVED BY: DATE.: PROPERTY EVALUATIC)N -COO, MITTEE'- APPROVED BY: DATE:-, ' fen -If EXPIRATION DATE: y-1-fib IN, BY: : = DATE: FINAL INSPECTION BY: 1 RAL DATE: PLEASE RETURN.TO LO►T IMPROVEMENT�CUMMITTEE'' Lot Improvement l.doc1-1f24/2Ql4 �; INSTR#20191 0321 O OR BK 9924 PG 3041 Page 1 of 1 06/18/2019 12:07 PM Rcpt:2064647 Rec:10.00 DS:0.00 IT:0.00 Taufa S.O'Neil Tf1.D.,Tasco County Clerk sir Comptroller C��f � zSol/s FBC Plans Florida &Engineering }3uilding 6272 Abbott StationDr. Unit 101 Code Zelphyrhills,FL 33542 Permit No. Parcel ID No NOTICE OF COMMENCEMENT State of ff—or CJ h County of ea- c 6 THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Flodda Statutes, the following Information Is provided in thts Notice of Commencement: 1. Description of Property:Parcel Identification No. 02 q-�4o•a(- 60 d d wbD-�/+/a ra Street Address: 3yS� �peQST,,fe/'' �-/I•-. P P1�Ii1/S , irlr 37r 2. General Description of Improvement �6D H•1 /`haC�! 7-i 8 It. Aa 7-n rm ul, h Mk d to-Z M,, 3. Owner Information or Lessee information If the Lessee contracted for the Improvement: (¢ W z U W LL J Sot !�<//t. 1,�� pr. Gas<i (gwd l� /ot � z �o� } Address city State 'Q O U - J . O F�-- Interest in Property: W>l e i� (7 Q fM W CV� a Name of Fee Simple Titleholder. ® � W Z a Q (if different from Owner fisted above) } O FZ- Q ¢Address City State - W LL �4. Contractor. ! (/ PS = O OC) a LLJOAddress CityState O Q O Contractor's Telephone No.: D O(0 ' dd- Z J S(D Z V~ Um 5. Surety: W = LLName Z OAddress City State a LL = QAmount ofBond:$ Telephone No.: f.L. UO �C34 6. Lender. © "�.ONameL1J — Q J LLlt 4 Address City State W z Lenders Telephone No.: (. z7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by F-- O Section 713.13(1)(a)(7),Florida Statutes: Name Address City State • �+ Telephone Number of Designated Person: 8. In addition to himself,the owner designates of— to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b),Florida Statutes. tY® Telephone Number of Person or Entity Designated by Owner. m .I 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 one year from the dale of recording unless a different date is specified): i ^ads• ,5, _ y WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT • ` i 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 BED RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. d� • , Under penalty of perjury,I declare that I have read the foregoing notice of commen;7Z t the fads stated therein are We to the best of my knowledge and belief. /7 STATE OF FLORIDA (/ COUNTY OF PASCO Signature of Owner or Lessee,or Owner's or Lessee's Authorized Officer/Directbr/Partner/Manager Signatory's Tf fe/Office r�� j� The foregoing Instrument was acknowledged before me this+day of - -,2dJ_,by fl U a—,j r_4 11 a J as (type of authority,e.g.,officer,tQtee,attomey In fad)for (name.00fjpparttyon behalf of whom in rumantwe xecuted). Personally Known❑QR Produced Identification It Notary Signature yk—al 1 --- 1.- - Type of Identification Produced- Name(Print) Notary Public Smto 01 Flodde Nancy J Brooke My Conangfbn GO 178= �4r� F�irw 0711Br1•ZZ i wpdatalbcs/no8ceoommencementyc053048