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Home My WebLink About17-19071 � CITY OF ZEPHYRHILLS 5335-8TH SFREEC y ' (813)780-0020 190 ' BUILDING PERMIT PERMIT INFORMATION. �. LOCATION INFORMATION - Permit Number: 1907'1 Address: 6110 16TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADDIAL.T RESlDENTlAL. Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: PARK HlLL Es#.Vatue: Parcet Number: 02-26-21-0180-00000-0720 Mmprov. Cost: 2,195.00 OWNER INFORMATlQN Date Issued: 1'1J2212017 Narne: HANSEN MARY JO Total Fees: 75.00 Address: 6110 16TH ST Amount Paid: 75.00 ZEPNYRHILLS, FL, 33542 Date Paid: 11/22/2Q17 Phane: (813)788-9056 Work Desc: REPLACE WlND(7W AND DQOR S/S CONTRACTOR S APPLICATIQN FEES THE HOME DEPOT USA INC BUILDlNG FEE 75.OQ , `� � � ` -�� °�'�t�'f�'Q-``�-� Ins ections Re uired F TER 2ND ROUG PLU MIS !NS TIO CEIL G FOOTER BOND DUCTS INSU�P,TED SEWER M(SC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER 1NSULATION WAL� M[SC. DUCTS INSTAILED WATER MiSC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTl4N POLE FRAPIIE M[SC. MISC. REINSPECTION FEES: (c)With respect ta Reinspection fees will comply with Florida Statufie 553.80 (2)(c)#he loca!government shali impose a fee af faur times fihe amount of the fee imposed for the initial inspection ar first reinspecfiion,whichever is greater,far each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applieable ta this praperty that may be faund in the public records af this caunty, and there may be additiona( permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning fia owner: Your faiture to record a notice of cammencement may resuit in your paying twice far improvements ta your property. If you intend to obtain financing, consult with your lender or an attorney before recording yaur natice of commencement." Complete Plans,Specificatians Must Accompany Application.All work shall be pertarmed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFQRE C.Q. NO OCCUPANCY BEFORE C.O. � CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN fi MUNTHS WITHaUT APPRQVED INSPECTION CALL FOR INSRECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I / 813-780-0OZO City of Zephyrhilis Permit Application Fax-813-780-0021 Building Department � , Date Recetved �l �Y � Phone Contact for Permittlng d�� [ �� - � G ZT7-i- �1 Owner's Name r � Q� Owner Phone Number ��' (�(J•jW Owner's Address �� `� J� Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS � �� vV `� ✓� LOT�f � SUBDIVISION G't�'�C- f�l� �I PARCEL ID# (J Z' L�o' 2-1'O/�O- O�O��V Q 7 U (OBTAINED FROM PROPERN TAX NOTICE) WORK PROPOSED e NEW CONS7R e ADD/ALT SIGN Q Q DEMOLISH INSTALL PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK lK C.Q I l C�C.JUr u � S� ' BUILDING SIZE SQ FOOTAGE� HEIGHT � �eUILDING $ �� Gf� VALUATION OF TOTAL CONSTRUCTION �I� � DELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY 0 W.R.E.C. �Y` �PLUMBING $ OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � f�� 1 � �GAS Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES NO . +�� . . . . . . . . . . . . . . BUILDER �� COMPANY � O SIGNATURE � REGISTERED Y/ N FEE CURREl. Y/N Address C�VO � a �- � Q 334�f License# (i/(�GD �� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# OTHER COMPANY , SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIII RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Pertnit for new construclion, Minimum ten(10)working days afler submittal date. Required onsite,Conslruction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&"1 dumpster,Sile�lNork Permit for subdivisions/large projects . COMMERCIAL Attach(3)complete sets of Building Plans plus a Life�Safety Page;(1)set o(Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date, Required onsite,Construclion Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster Site Work Pertnil for all new projects.All commerciai requirements must meet compliance SIGN PERMIT Attach(2),sets of Engineered Plans. ""PROPER7Y SURVEY required for all NEW construclion. Directions:' Fill out application completely. _ Owner&Contractor sign back of application,nolarized If over 52500,a Notice of Commencement is required. (AIC upgredes over$7500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized lelter from owner authorizing same OVER THE COUNTER PERMITTING (Fronl of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be 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 RESPONS161LITIES: 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 riumber 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 inciude but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. ' ` I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone�"A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel, alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Officiai from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shail�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. i FLORIDA JURAT(F.S.117.03 � OWNER OR GENT CONTRACTOR �� Sub cri ed swom o affirme before e is Subscr}'bed nd sworn to or affirmedy b�eforer,��rt-s / � r l/i`/�/'1��-y�/t J'�`�-/l� � W o is/ar rso�aH wn t me or has/have produced � Who islar ersonall own or has/have produced as identification. as identification. Notary Public Notary Public Commission comm�ss�o�No. ancy J Pacini .��Ryq NancyJ Pacini Q s�� NOTARYPUBtIC Name of Notary typed,printed oo � PUg� me of Notary lyped,printed or stam o =STATE OF FLORIDA o � �STATE OF FL�RIDA � ` `'�Comm#GG079891 �� `��Comm#GG079891 .��'�'CE 19�� Expires�/28/202'i s�HCE 19�0 EXplf@S�/28/2021 , ' :��o �4 l �^��e,��v"tt� �..^::��►r�;l;j � ' ;€it;?F-a,- `xi„ - .,,k ��,�•".e=:�: - �� ".��' _` City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractar/Homeawner: E' I t�� Date Received; �.� f �'`� Site: (0 / 1 tl j'l�� Pernut Type: � t�C�- G�i r�� (��- Approved wtno comments: Approved wlthe below comments. ❑ Denied wlthe below comments: ❑ i This comment sheet shall be kept with the permit andlar plans. f 1` � � - � Kalvin Sw�zer— s Examiner Date Contractor andtor Homeawner {Required when comments are present) , � _ _...._...._.._...._. Pasco County P�perty Appraiser Page 1 of 1 � f�t� � Jv - �� y � , �� w=Z Generalized Building Schematic � 02-26-21-0180-00000-0720 ' ��v� Qw� J�� LL � Card: 001 �eov� Woz `i'�a��u�i w� `� -�, a c ��wz � U �.. �y LLl�P=� �FDA3 o FST d �oQ�� 1� FSA 12 • �U��O 1 c � Z 1' � -] FOA a '1' 12 1 F7 '19 1= � � �� - sa,s �; i _Q FQt =9 j I �'C� I � � � ��,� 3- 15 i a FOP 4 15 '1-� i 1 O�� I � 'F-1`Y"1 N�'V �� i http://search.pascopa.com/traverse.aspx?parcel=2]26020180000000720&showcards=001 I 1/14/2017 WINDOW SPECIFICATION SHEET - Spec.Sheet#� 10501004 Sheet: � of � Customer• mary hansen Job#� 10501004 Consullant: Gregory Kimball Date: 11/07l2017 New Window Exisling Window Hinge Localions' Measuremenls Grids Producl Oplions Labor Oplions From oufside, Le(l lo Right Bays,Bowls Localion Color Rough Opening #of bars N of bars Csmnts,1 Pnl, use L,R or S Glass Misc Ilems Hardware Code i Screens For doors use # D LL� ` o � o � Mull "S"=slalionary or ° �c .� m • `� ° � `� ° "X"=o eralin W Style WrePs �m °1 a .� a t7 0 � '� � c '� r c P 9 � Room Floor Code (Y!N) Slyle Code Series Code = � � x � t'-�vi U a � > _ � > _ STD,GlassPack Slandard 3 BED2 1s1 DH N CDH 6100 WH WH 52.00 38.00 9D STD,GlessPeck Slenderd a BREAK tsl PD N PDOS 6100 WH WH 71.25 78.50 15� X S 2PNL SPECIAL CONSIDERATIONS: rap Color Interior Casing Type � Bay or Bow window: ealboard material(vinyl onlyBirch or Oak) Bay Projecl Angle(30 or 45) Bey Flanker Type(DH,SH,or Csmnt) op of window lo soffil(inches) If tled[o soPol,coior of soflil malerlal I have revlewed and agree wllh all Ihe Job speclllcations above and Ihe onslrucl Roof(Yes or No)' Special Terms and Condi�lons on Ihe following page Garden Window: eafboard Material(vinyl only-White Pionile,Birch or Oak) all Thickness(inches) Cuslomer Signalure , dditional Shelf(Yes or No) 'There is no guarentee Ihal new shingles will melch existing color r . - s �. � i`... .,k r��l;y�"'''-'�,z4#�A•7��',h.°F``�f ��d�i.'�'� d .: -r;r rn f�( �. .. r ' � , i � �{, fiy T••++7�ifY'A;y '1�� T , j .� -a '`�� i .4.�i�ry 1'(n� a f ��.�'t��,��h`j�d,��(,M1�3,'�§�o' ��a,��'� \ .� s�� " � � ,t� ' � '�; E. ,,,",. �E +,. �,•gnt' '�. . 'Y��,rafk;� � pa*��;� y�'�„ . ` $, ,+� �i: �.. (,n'�� ¢ ,.�' �� '` �S. �� '✓ :�;�� •F�1� { iA°�J;��'�,,�''�� lX � `�' D (!� � ,'i . '+ '�'p{ �r b!' • w E. �; � V w�er� W � � `� z � �t,.(;'�t i �, ' u �� ,,7e'%.�, �r �i� (• ," '� M AN£ }+'t� � 'q 4. �e�.�i..� t Y� .� ;U.E,;, � ' ��: Y, �j '�a��, ,f�,, ,� .�k:, �,�t�.�',�+�9;�.��.;s,�4R �� ;��i .. _�., �. '„ ��^Ja�� ;�:�1,,�#. .'��,,,;t.° tj �a Y��;� . �t,.t�i3�f}°�"r 9 t r"�#' � v - . - ��t ria� n p. .� �� P' k `>� �.�:�•;.�1��.+ '�$� '�;C��:�,_��'��,:.s�'t`��""' t: ,�, � `�� E �cSy o :� �c a r- i i e'1. � i_ BCIS Home j Log In � User Registration i Hot Topics j Submit Surcharge � Stats &Facts � Publications ; FBC Staff � BCIS Site Map i Links � Search I F�C?f'1C�� ;a;;ti ��='-i ' � Product Approval M 1' � ,�.;;' �. - ' 'USER. Public User �y :�,,n,��>; ; �., �.....,.�.�.dF:•rt:itc. Product A�proval Menu > Product or Application Search > Apnlication List > Application Detail �°� r�.� a� �� '�� , �+�+� �� n ' �t f FL # FL5167-R24 ,� _,��r�. , +�' ;.;�'::.,, . Application Type Revision Code Version 2014 • Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments , Archived ' : • , � • • Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 (614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way � Suite 200 , Columbus, OH 43219 , (614) 532-3596 luanne.harris@simonton.com r . Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 • Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA 450 , 2006 AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2 A440 2005 AAMA/WDMA/CSA 101/I.S.2 A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5167 R24 Equiv SimEx-PVC-Ec�uivalency.pdf Product Approval Method Method 1 Option A Date Submitted 04/06/2017 Date Validated 04/18/2017 Date Pending FBC Approval r . Date Approved 04/20/2017 � Summa of Products � FL# Model, Number or Name Description 5167.1 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Sears 9300, Grand Estates Premier, perfeXion Platinum, Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R24 C CAC 07-09 DH 36x63 R50.pdf Approved for use outside HVHZ: Yes FL5167 R24 C CAC 07-09 DH 37x76 R PG65.pdf Impact Resistant: No FL5167 R24 C CAC 07-09 DH 37x84 R PG60.pdf Design Pressure: N/A FL5167 R24 C CAC 07-09 DH 44x63 R50.pdf Other: 48x80 (+/-25 PSF), 56x84 (+/-25 PSF), 53x76 (+/-50 FL5167 R24 C CAC 07-09 DH 47x71 R PG50.pdf PSF), 36x63 (+/-50 PSF), 44x64 (+/-50 PSF), 47x71 (+/-50 FL5167 R24 C CAC 07-09 DH 48x80 R25.pdf PSF), 37x84 (+/-60 PSF), 37x76 (+/-65 PSF) FL5167 R24 C CAC 07-09 DH 53x76 R50.pdf FL5167 R24 C CAC 07-09 DH 56x84 R PG25.pdf FL5167 R24 C CAC 07-09-10-20 and 08-09-10-20 Waiver.pdf Quality Assurance Contract Expiration Date 04/19/2020 Installation Instructions FL5167 R24 II IN0066 SS 07-09 07-10 07-20 DH 1X.pdf FL5167 R24 II IN0067 07-09 07-10 07-20 DH 2X.�df Verified By: American Architectural Manufacturers , Association , Created by Independent Third Party: Evaluation Reports FL5167 R24 AE PER3815 07-09 07-10 07-20 DH.pdf Created by Independent Third Party: Yes 5167.2 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Sears 9300, Grand Estates Premier, perfeXion Platinum Vinyl Double Hung with Transom Limits of Use Certification �►gency Certificate Approved for use in HVHZ: No FL5167 R24 C CAC 07-09 DH w Transom 53x130 R Approved for use outside HVHZ: Yes PG50.qdf Impact Resistant: No FL5167 R24 C CAC 07-09-10-ZO and 08-09-10-20 I Design Pressure: +50/-50 Waiver.pdf i Other: 53x130 Quality Assurance Contract Expiration Date 04/19/2020 Installation Instructions FL5167 R24 II IN0063 07-09 07-10 07-20 DH w Transom 2X.pdf Verified By: American Architectural Manufacturers Association r . Installation Instructions FL5167 R24 II IN0535 43-35 43-50 DH Twin with Transom 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: �__�•-._--____�____.___�____.__._._._._._�___�_�__��_�_�_------.___..�.---.__�_�...,..�.._,-----------_...._�_..._..._...._�_.._._..---------.__..�__.�.�....�..._..._,_.�._____��---..__._.__._..------�_.___�.________ .�..__. � 5167 13 43-40 and 43-45 Reflections 5050, Reflections 5300, Prism Bronze, Prism Ultra Gold Amcraft Grand Estates, Grand Estates Select, 6100 VantagePointe, perfeXion Gold Vinyl Double Hung Limits of Use Certiftcation Agency Certificate Approved for use in HVHZ: No FL5167 R24 C CAC 43-40 DH 32x62 R50.odf Approved for use outside HVHZ: Yes FL5167 R24 C CAC 43-40 DH 36x63 R45.qdf Impact Resistant: No FL5167 R24 C CAC 43-40 DH 36x72 R30.pdf Design Pressure: N/A FL5167 R24 C CAC 43-40 DH 36x74 R50.pdf Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 (+/-35 FL5167 R24 C CAC 43-40 DH 44x63 R PG45.pdf , PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-SO FL5167 R24 C CAC 43-40 DH 48x80 R35.pdf PSF), 36X74 (+/-50 PSF) FL5167 R24 C CAC 43-40 DH 52x7� R35.pdf FL5167 R24 C CAC 43-45 DH 52x71 R35.pdf FL5167 R24 C CAC 43-45 waiver to 43-40.pdf ' Quality�lssurance Contract Expiration Date ' 11/04/2017 . Installation Ynstructions FL5167 R24 II IN0432b 43-40 43-45 DH 2X.pdf FL5167 R24 II IN0434-R5 43-40 43-45 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation 6teports FL5167 R24 AE EvalReport-IN0434-RS.pdf Created by Independent Third Party: Yes 5167.14 43-50 (Three-Step Sill) 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates, � perfeXion Silver Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R24 C CAC 43-50 DH 32x62 RSO (ext).pdf Approved for use outside HVHZ: Yes FL5167 R24 C CAC 43-50 DH 36x63 R45 (extZpdf Impact Resistant: No FL5167 R24 C CAC 43-50 DH 36x74 R50 (ext).pdf Design Pressure: N/A FL5167 R24 C CAC 43-50 DH 44x63 R45 (ext�pdf Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 FL5167 R24 C CAC 43-SO DH 52x71 R35 (ext .Lpdf PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) Quality Assurance Contract Expiration Date O1/25/2021 Ynstallation Instructions FL5167 R24 II IN0432 43-50 DH 2X.pdf REV, qEN90N5: EVISED BY�' DATE: NO P.E. SEAL REQUIRED �` MODEL DESIGNATION: Simonto� Oouble Hung Series 43-40 / 43-45 Vfnyl Window INSTA�LATION SUPPORTED � UpDAlEO SIZES PER NEW 7ES71NG. 7.D.0. OB/22/13 MAXIMUM OVERAI_L NOMINAL SIZE See Size Chort BY AAMA TEST REPORTS 2 AODED MIN.EUGE DIST,NOTE. B.J.S. OB/77/IS 3 ADDED NOTES 12 @ 13—AAMA B00 LMH OB/15/16 DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X SiuCONE 2x BUCK X CAULK GENERAL DESCRIPTION: The head, slll, and side Jambs ore extruded PVC. The woll thickness SiLIcoNE cAULK through whlch the anchor screw penetrates is a minimum of 0.070" t/4" MAX. SHIM 2X BUCK SILICONE CqULK 1/4" MAX. SHIM 1 HEAD � �8 X 2 1/2" MIN. WOOD o � SCREW WITH 1.50" MIN. I S12E CHART EMBEDMENTINTO WOOD MIN. EDGE DIST., SEE NOTES � OVERALL SI2E WIDTH HEIGHT DP RATING a \ °W° '�H" SILICONE CAULK � 36" 72" t30 P5F 52�' 71�� /—SILICONE CAULK t35 PSF � 1 JAMB 48" 80" SILICONE 36" 63" CAULK t45 P$F r 1 44�� 63" 2X BUCK w � 32 62 t50 PSF 1 SILL = 36" 74" 2 w � ¢ � NOTES. � 1.This installalion has been evaluatetl for use in localio�s adheriny lo tlie Florida Building Codes and where pressure requiremenls as delermined by ASCE 7 M1irlimum D�sign a� Loads for Bulldings and Olher Structures do not exceed lhe design pressure ralings herein,tor use outside lhe H.V.H.Z. • ' � 2.All Inlerlor and exlerior parimeler surfaces o(lhe wlndow musl be caulked. � 0 3.Anchors shall be es speclfied and spacetl as shown.Anchor emhedment lo base materlal shall be beyond wall dressing or stucco and inlo wood. Q 4.The�esponsibllily(or seleclion of Simonlon products lo meel any applicable local laws,building codes,ofdinances,o�other Safety requirements rests solely wlth Iha architec�, � building owner,or conlraclor. 5.Shlms are optlonal.Max.shim stack Is 1!4" ? 6.Wood bucks(by others)musl be engineeretl and anchored propedy lo lrans(er loads lo lhe slruclure. 7.Screws shoultl be a minimum of 3/4"from lhe edc�e of the wuod. 8.When used In areas requlring Impacl protecllon,lhls producl REQUIRES the use of approved Impacl reslslent shutlers or olher exlernal prolectlon. 9.Flashing should be applied using the ASTM E 2112 method appropriale for the opening Into which the window is being inslalled. '10 Installatlon screws must be at leasl3/4"from ihe edge of the wood. � \ � 11.Glazing shall comply wl�h ASTM E 1300-04. e 12.Use 100%pure sllicone caulk compllant with AAMA B00 Section 1-Sealant Specificetions for use wilh Architaclural Feneslretlon Products. Make sure surfaces are complelely � free from all old caulk,dainaged wood,wood fibers,c�rease,oil dirl,rust,mold or slmilar coNaminants.Vacuum and clean opening surfaces completely.A fully primed surface Is recommended,bul nol requirad.Cleaninc�of ell sur(aces should be done lhe same day of which the sllicone caulk is to applied.For more detalls visil Simonton.com. 13.Caulk applicalion:recommended aIr and surface lamperetures al lhe time of applicalion are lo be belween 40 and'JO degrees F Insura all contact surfeces are clean and dry a including lhe new window(s). Use 2 backer rod on all joints>3!4"deep and/or wider than 1/4" Finished caulk joinl should 6e e minlmum of 3/8"deep and make full conl�ct with bolh the new window and slructural opening surfaces.Silicone caulk should be forced Inlo Joinl or compressed lo assure tull contacl on both surfaces and lo expel any air "W" MqX, OVERALL FRAME WIDTH pockels. � oiscosia srn �.,nr � ` �STMONTON' �e` �No 32b 3' Thla dacumanl la tha proparly ol Slmonlon Windowa,whlch S FINISH: Dlmanslanol Tolaronces �� w y ORA'N BY: DATE: laina oll prapAelory and lher rig�la la Ila aubJaeL moller. � �nlees OlherHlse Soedfled T.D.D. 09/O4/09 This document Is pravldetl lo lhe reclplent on lhe expressed A OY h TEAIPER: I Coclvarc Avcnua CHECKED BY:DATE: ' conaltlon lhot il Is not lo be Alsclosad,mproeaced In whole or pcnns6or4,S�V?fi415 part,n r uaed In nJun��lon wilh lha Eeaign,monufoclura or , , Oecfmala Angles repalr o1 goods for anyone olher lhon Slmonlon Window SCALE: SHEET� APPR D BY: DAlE: ' wlthout Ita coneanL Thle restrlcllon doea nol 14nit lhae .%t .03 FlT 1 0!1 reclptent's Aghte Io utillxa NformaUon conlalnaa In thle Sl1RFACE AREA: • XX t.01 0' 30 min. SERIES: dacumnn!whlch le propaAy oblalnetl Irom onolher aoulce. .XXX t,005 43-40/47-45 OOUBLE HUNC INISH TPEATAIENT: n�� FILE:IN0432e 2%BUCK INS7ALLATON(AS TESTEO) r , R�' flEVISIONS: ftEVISEO BY: OATE: MODEL DESIGNATION: Simonton Double Hung Serles 43-40/43-45 Vlnyl Window ��NDREIH��n��, �� o ,ce , o size T.o.o. ivzvon , ��•��•"�.� /G%' 3/14/2��7 CMART. � P . 1GENS 'P Ll1CAS A. YURNER, P.E. z D OB ORP.E.S A DRE ED41�5 T.0.0. 07/01I10 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart „`,V.�� F"•.2�� SASN-FHAMECOOE. Lucas .",T� No 5e2o� ':°��^ FL PE � 58201 � �POATEOSIZESPERNEWTE511NGANDAODED T.D.D. 11I]uill � TURNER ENGINEERING & o es is s ie DESIGN PRESSURE RATING: See Size Chart Turner r.,t.� * ;*: CONSULTING, INC. y pD0E0MIN.E0GE014T.NOTE e.�.s. oeruns USABLECONFIGURATIONS. X 2017-03-15 "9;, S7A7E OF ;'f�� (COA /� 297�9) o ,a as rs ora 11:20 20:00 ` 1239 �A&4R4 AVE. 5 ores ea a. �+ ovovn 'b�. •�u� NORTH PORT, FL 34288 x ^��6`��;OR1U�'��°':� PH. 941-380-1574 . i��SS�OrV A�-��`ti GENERAL DESCRIPTION: The head,sill,and slde jambs are extruded PVC.The wall lhlckness i�i�r��i��<<i�� through whlch lhe anchor screw penelrales Is a minimum of 0.142" 1 SI2E CHART / OVERALL SIZE � WIDTH HEIGHT DP RATING "W" "H" Sl1BSTRATE BY OTHERS SILICONE CAl1LK a 36" 72" t30 PSF SEE NOTES 1581fi, \ SHEET 2 48" 80" t35 PSF SILICONE CAULK 52" 71" SEE NOTES 15 8 16,SHEET 2 36" 63" 1f4'MAX.SHIM 1 t45 PSF � 3 44" 63" 32" 62" INTERIOR ±50 PSF �l HEAD � SASH 3fi" 74' 7RACK � x w f � — — — � MIN.EMBED., � SEE TABLE 1,SHEET 2 w > SILICONE CAl1LK � io SUBSTRATE SEE NOTES 15 fl 16, BY OTHERS SHEET2 � EXTERIOR 1l4'MAX.SHIM = SASH TRACK SILICONE CAULK INSTALLATION FASTENERS 114°MAX.SHIM SILICONE CAULK SEE NOTES 15 fl 16 SEE TABLE 1,SHEET 2 SEE NOTES 15 fl 18 SHEET 2 SHEET 2 MIN.EDCaE DIST., Sl1BSTRATES BY OTHERS r SEE TA9LE i,SHEET 2 \ I \ � 1 SILL SILICONE CAULK SEE NOTES 15 8 1fi,SHEET 2 Q � 1 JAMB "W'MAX.OVERALL FRAME WIDTH 3 MATERIAL• 612E:DMWINGNO,; REV: RM Fl 5 �SIMONTON' e IN0434 s OISCLOSIIflESTATEMENT OlmenslonelTolefenre5 OpAWNB: OATE: TNaCou.meNlsNaprope�yof9lmonlonWNdows,w�k�eeiahaepryop�alay � UnIea50Nem1seSpo[Lled T.D.D. 0911B/OB enAolher�iphlslnll%suh�etlmeller.ThisdxwnenlSpm.ICeJIoWeiedpleN AL OYATEMPER: ICocL�aucAvmue CMECKEOBV� OATE: on Ine eapressaC coMi4on Inol It B no1 l0 6e d6dnteq reryalureG In whole ar Pemshom,WV 26-015 pvl,nar useG In con7uncuon wlt�Ine aee1B�.��Innve or mpelr al0ooa�fw , ME; De4mels Mgla9 enywe a�er ihm SUnonion WlMowa wiWoul4s wnsenl Tl�is reslAcliw Coes SCALE: � SHEET: APPNV9 BY: OATE: not pMl��e ruelPlenl's el0�la�o ull4ze Informellon eanWNatl In Ilds Eocumenl .%t.D� FIT 1 af 7 p�operyo SURFACEAREA: P RIMETER: ,�Y.07 0'30min. whlchia EieinedGomenoNareourca. SERIE3: ' FINISH TREATMENT: .X7(%x.005 <1JOl<1i5�OUBLE HUNG TITLE: FIIE IN0499 1%BUCHINSTALU�TION . , MODEL DESIGNATION: Simonlon Double Hung Serles 43-17 Vlnyl Window ```,�4��p�E41:`�G�� MAXIMUM OVERALL NOMINAL SIZE See Size Charl �,� SF �y.� �� :' 3/14/2017 `Yv Y, No 5&2�1 �:��i� LUCAS A. TURNER, P.E. DESIGN PRESSURE RATING: See Size Charl % • � FL PE � 582ot �*� � I''�� TURNER ENGINEERING & �'�� : CONSULTING, INC. USABLE CONFIGURATIONS. X G�=: �TA7E oF :�� (COA � 29779) "�T�.;��Q R��P,:�2� 1239 JABARA AVE. GENERAL DESCRIPTION: The head,sill,and slde Jambs are extruded PVC.The wall thickness +,,��SSjO�A"��yG`�� NOPRH H94ORT3,B�FL1574 B through which the anchor screw penetrales is a minimum of 0.142' TABLE 1 INSTALLATION FASTENERS TABLE ID SUBSTRATE 'fYPE ANCHOR lYPE MIN. EMBED MIN EDGE DS NCE A CONCREfE 2 KSI MIN. 3/16" I1W TAPCON 1-1 2" 1 1 B" B HOLLOW OR GROUT—FILLED CMU 3 16" ITN TAPCON 1" 2" ASTM C90 117 PCF MIN. � � 2G=0I55 SOUTNERN PINE WOOD 3/tfi" IiW TAPCON 1-3/B" 3/4" p 2X MIN SOUTHERN PINE WOOD #�0 WOOD SCREW 1-3 8 3 4 G=0.55 � � � E 16 GAUGE 0.060 MIN. STEEL 10-16 ITW TEKS FULL THREAD t/2" STUD 33KSI YIELD MIN. SELF—DRILLING SCREW F 1 8 ALUM. 6063—T5 MIN. OR 10 GRADE 5 SELF—TAPPING fULL THREAD 1/2" 1 8" STEEL 36 KSI MIN. DRILLING SCREW NOTES: 1 This Inslallatlon has been evalualed for use in localions adhering lo Ihe Florlda Bullding Code oulside lhe HVHZ,and where pressure requlrements as delermined 6y ASCE 7 Minlmum Deslgn Loads for Buildings and Olher Struclures do nol exceed Ihe deslgn pressure ralings hereln. 2.For anchoraga requlrements In varlous substrales see Teble 1 A minlmum dlslance of 3"shall he malntalned belween any lwo Installalion fasleners. 3.All Inlerior and•exlerlor perimeler surfaces of the wlndow musl be caulked. 4.Anchor lype,slze,spacing,embedmenl,end edge dlstence shall be as specifled In Ihese drawings. , 5.Anchor embedmenl lo subslrate shall be beyond wall dressing or slucco.For masonry openings wllh wood bucks less than 1-1/2"thick,em6edmenl shall be beyond wood bucks,if used,and into masonry substrate. Wood bucks wllh masonry are opllonal. 6,Wood or masonry openings,bucks,and huck fasleners,hy olhers,shall be properly deslgned and Installed lo transfer wind loads lo lhe structure. 7 The responsibllily for seleclion of Simonlon producls�o meel any appllcable local laws,bullding codes,ordlnances,or olher safely requiremenls resls solely wilh the archllect,bullding owner,or conlrector B.Shlms are required where gaps of grealer than 1/16"exlsl belween opening and frame.Mex,shim stack Is 1/4" Shlms shall be load-bearing and capable of Iransferring loads to the subslrate. 9.When used In areas requlring Impacl prolecllon,lhls producl REOUIRES lhe use of approved impact reslslanl shullers or olher exlernal prolecllon. 10,Sealing end(lashing by others should be applled using lhe ASTM E 2112 melhodology approprlate for Ihe opening Inlo whlch the producf is being inslalled,Overall water penelralion resislance of Ihe installed product Is nol addressed in Ihis drawing and is lhe responsibility of olhers. 71 Glazing shall comply wilh ASTM E 1300-04. 12.All fasteners penetraling inlo pressure Ireated wood shall be capable of preventing corroslon due lo reacllon with pressure treatment chemlcals. Any dlssimllar materials thal come Inlo contacl shall be protecled to prevenl reacllons In accordance wllh code requlrements. 13.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only. 14.Products shall be construcled as speclfled In lest reports D2310.01-501-47,C3526.01-501-47 and C3522.01-501-47 by Archltectural Tesling,Inc-Springdale;PA and C5630.01-109-47 and C2276.01-109-47 by Archlleclural Test(ng,Inc-Yo�k,PA. 15.Use 100%pure slllcone ceulk compllant wlth AAMA 800 Secllon 1-Sealant Speclflcallons for use wilh Archilectural Feneslration Producls. Make sure surfaces are complelely free from all old caulk,demaged wood, wood tlbers,greese,oll dirt,rusl,mold or slmller conlaminanls.Vacuum and clean opening sur(aces complelely A fully prlmed surfaca Is recommended,bul nol requlred.Claening of all surfaces should be done Ihe same day of which Ihe slllcone caulk Is to applled.For more delalls vlsit Slmonlon.com. 16.Caulk appllcellon:recommended alr and surface temperalures at lhe Ilme of appllcallon are lo be belween 40 and 90 degrees F Insure all conlacl surfaces are clean and dry Including ihe new wlndow(s). Use a backer rod on all Jolnls>3/4"deep and/or wlder lhan 1/4° Flnlshed caulk jolnl should he a minimum of 3/8"deep and make full conlact wl(h both lhe new wlndow end structural opening surfaces.Sllicone caulk should be forced Inlo joln[or compressed lo assure full conlacl on bolh surfaces and fo axpel any alr pockets. MATERIAL' S12E ORAWI NO: REV.. o,me�s,p��,To,a,a�CeS �SIMONTON' e IN0434 s O�SCLOSUpESTATEMENT RMSFINISH D NB: DATE: TNe OocumuN Ic Na properly of Slmonlon WlnEnws,whlc�rebha all pro0�eury , UNOaa Ot�etwl5e SOecIIIeE w � � � �� w g �MFI 0�109117 endoNerilO�i�flollssub�erAmellec TlJstlmumenllspmviduJmlhereUpleN A LOYdTEMPEFl: 1 CucL.meAveuuc n ine eapraxsaJ mMi�on u�e1 II Is noi lo oa 0lsqasea,reprotluceJ�n wnola or Pemsboro,l4N 26415 CHECNEO BY: UATE: pan,noruceGlncan�uncuonwlNNa0as104munulecwreorrepalrof0oonslor pG T: VO E: Oeclmels Angles onyoneoll�erihun5lmonbnWlnEowzMNoullismnsenl ThlsreslAcYondoez SCALE SHEET: APPRV'OBV: DATE: nol Iimil l�e reelpleNS rlg�u lo u�Nxe Informallon eonielned In Ws tloewneni FIT 2 012 �J�hiaproperlyoEleWnGomenomereowrc. SIIRFACEAREA PEpIMETER: .XS.03 .XXS.OI 0'30m111. SERIES; FlNISN TREATMENT: .X%%i.005 a3a0101J5 OOu9LE HUNG FILE IN049i TITLE: 1X BUCH INSTALlATION • xr+ .T= '^-�7mP:o.� ..„y..::Nc-+^-:;�`� �•S-"�'.,.�._rr,..•�. 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Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 (614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris , Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614) 53�-3596 luanne.harris@simonton.com � ' Quality Assurance Representative AAMA _ Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 � (847) 303-5664 webmaster@aamanet.org Category Exterior poors , Subcategory Sliding Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA 450 2006 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7612 R16 Equiv SimEx-PVC-Equivalency.pdf Product Approval Method Method 1 Option A Date Submitted 01/09/2017 Date Validated 01/16/2017 Date Pending FBC Approval Date Approved 01/22/2017 ' � summa of Products - ____1 — ------ — ��_ � FL # Model, Number or Name Description _ _..^....__------------�-------------------_.__----_...__._._..--------------__.__..._ 7612.1 06-05 ProFinish Contractor, ProFinish Master, Grand Estates � Contractor, Therma Tru (VSPD) 2-Lite Sliding Patio Door ...._._._�_._._. ..�.��_._...___.._._.. .....,. __...�_..._�....___....��..�__.___�._.. __..._�....__..._.�. ..___..__. ._..._..._. _.�.�. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R16 C CAC 06-05 2P SGD (Fin) 71x80 R PG50.pdf Approved for use outside HVHZ: Yes FL7612 R16 C CAC 06-05 2P SGD (Fin) 71x80 R-PG35.pdf Impact Resistant: No FL7612 R16 C CAC 06-05 2P SGD (Fin) 71x96 R PG35.pdf Design Pressure: N/A FL761Z R16 C CAC 06-05 2P SGD (Fin) 95x80 R35.qdf Other: 77x84 (+/-30 PSF), 71x80 (+/-35 PSF), 71x96 (+/-35 FL7612 R16 C CAC 06-05 2P SGD (Finless� 71x80 R PSF), 95x80 (+/-35 PSF), 71x80 (+/-50 PSF) PG35.pdf FL7612 R16 C CAC 06-05 2P SGD (Finless) 71x80 R PG50.qdf ' FL7612 R16 C CAC 06-05 2P SGD (Finless) 71x96 R PG35.pdf FL7612 R16 C CAC 06-05 2P SGD (Finless) 95x80 R35.pdf FL761� R16 C CAC 06-05 2PSGD (Fin) 77x84 R-PG30.pdf Quality Assurance Contract Expiration Date 11/17/2017 Installation Instructions FL7612 R16 II IN0340 06-05 2P PD 2X.pdf FL7612 R16 II IN0444-R6 06-05 2P 1X.pdf Verified By: American Architect�lral Manufacturers � Association Created by Independent Third Party: Evaluation Reports FL7612 R16 AE EvalReport-IN0444-R6.pdf � Created by Independent Third Party: Yes ___----------__._..._------------------.._...---------_�._...___----.__.__�..-------.._..._..------...�---...._....----�..._._...--------_...�...----------------- ---------_.------- -_.-----� — 7612.2 � 06-05 ProFinish Contractor, ProFinish Master, Grand Estates 1 Contractor, Therma Tru (VSPD) Vinyl 3-Lite Sliding Patio I Door -----------�__--------_��--------------- 9 Y Limits of Use Certification A enc Certificate Approved for use in HVHZ: No FL7612 R16 C CAC 06-05 3P SGD (Fin) 107x80 R PG30 Approved for use outside HVHZ: Yes (ext.5).pdf Impact Resistant: No FL7612 R16 C CAC 06-05 3P SGD (Fin) 107x80 R PG45.qdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 107x80 (+/-30 PSF), 107x80 (+/-45 PSF) 11/20/2017 Installation Instructions FL7612 R16 II IN0341 06-05 3P PD 2X.pdf FL7612 R16 II IN0445-R3 06-05 3P PD 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: �I � � • Evaivation Repor�s . FL7612 R16 AE EvalReport-IN0445-R3.pdf Created by Independent Third Party: Yes ' ______ .�—____�_w�j�_�_.�___.�._ __.__---------.__�.T�.__�_�.---�.�_ - � --- ---------- -------__-----------------__._.—..------------------------_....---------- ..__�_ _ 7612.3 � 06-05 � Reflections 5300, Prism Ultra-Gold, VantagePointe 6100, I Grand Estates Select, Sears 9300, Therma Tru (VSPD) Vinyl 1 � 2-Lite Sliding Patio Door with Transom (Retrofit Installation) _._._........_.__._._ __.. �.�_.�._..��._...�...._..__._�.._.._�_._.._.��.. .___._.,__�_..._._.�_._.�.__...__._ ._._.__.__._. ..�.__.__....____ .�_. ..._._.�_.. ..___�__. ._.._.___...._�___._.___....�...__.______.__._.__.__---..--- Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R16 C CAC 06-05 2P SGD w Transom (Finless) Approved for use outside HVHZ: Yes 71x116 R45.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 01/29/2022 Other: 71x116 Retrofit Installation Installation Instructions FV612 R16 II IN0413 06-05 2PD w Transom 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: � 7612.4 06-05 � Reflections 5300, Prism Ultra-Gold, VantagePointe 6100, Grand Estates Select, ThermaTru (VSPD) Vinyl 2-Lite Sliding Patio Door (Retrofit Installation) _�._._._.�.__------...�____.__.....__.----._...._I__.._....----.._.__.._...______-----..�....�..,.---.__.__-------------------..._.__._.__...-----------___.�-`---�---_�_._-----------_----- Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R16 C CAC 06-05 2P SGD (Finless) 71x80 R Approved for use outside HVHZ: Yes PG35.pdf Impact Resistant: No FL7612 R16 C CAC 06-05 2P SGD (Finless) 71x80 R Design Pressure: N/A PG50.pdf Other: 95x80 (+/-35 PSF), 71x96 (+/-35 PSF), 71x80 (+/-35 FL7612 R16 C CAC 06-05 2P SGD (Finless) 71x96 R PSF), 71x80 (+/-50 PSF) Retrofit Installation PG35.pdf FL7612 R16 C CAC 06-05 2P SGD (Finless) 95x80 R35.qdf Quality Assurance Contract Expiration Date O1/29/2022 Installation Instructions FL7612 R16 II IN0412 06-05 2P PD 2X.qdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: --- ------ ------------ — ----,------------------- ---------- — 7612.5 11-11 Reflections 5500, Prism Platinum, Generations, Sears 9300, Impressions 9800, VantagePointe 6500, Grand Estates �_..._._. .._...�_.�.._..---........._.. _...�..__---...._�.._....---...,.._..�..._...�..._..__....�._._..______..�.__....�----..�...._.,..____..�.. Premier/Select, Grandura Vinyl 2-Lite Sliding Patio Door Limits of Use Certification Agency Certificate � ' s ' ` . REV. REN90N5: ENSED Bl' DATE: M01)FL DESIGNATION� Slmonton Se�ies 06-05 2-Panel VIny1 Potlo Doof NO P.E. SEAL REQUIRED �� UPDATED NOTES,CENFRAI DESCRIPTION,AND INSTALLATION SUPPORTED z T.o.o. aa/oe/�, MAXIMUM OVERALL NOMINAL SIZE• See Size Charl BY AAMA TEST REPORTS J AODED SIZES PER NEw TESTING T.D.D. OS/04/11 4Esir.N PRF.SSURE RATING: See SIZ2 ChOf� 4 AODED GLAZING DETAILS. T.O.D. O6/20/11 //10 X 2 1/2'MIN.WOOD USABLE CONFIGURATIONS• X0, OX EMBEDMENT11NT0 WOOD '1%BUCK 5 ADDED C�AZMG NOTE AND UPDATED SRE T,O.D. 03/71/1J MIN. EDGE DIST., SEE NOTES �_ 6 AD�ED MIN.EDCE DIST.NOlE B.J.S. O6/17/15 GF'NFRAI �FSCRIPTION: The head, sill, and side jambs are exlruded PVC. The wall thickness 7 UPDATE�SIZE CHART h ANCHOR SPALING �uH tt/z3/is lhrou9h which lhe onchor screw penetrotes is a minimum of 0.070�� SILICONE CAULK SEE NOTES 11 &12� 1/4'MAa. SHIM SILICONE CAULK SEE NOTES 11 &12 1/4"MA%. SHIM AS REOUIRE� SILICONE CAULK SEE NOTES 11 &12 SILICONE CAULK J S 6� HEAD SEE NOTES 11 &12 E �-I y^'.I 1 I 1 - � � 2%BUCK Q SILL � � � 2%BUCK SILICONE CAULK SEE NOTES 11 &12 SIlJCONE CAULK SEE NOTES 11 h 12 2X BUCK 1/4'MAX. SHIM 1/4'MAX. SHIM �B X 2 1/2'W006 y10%2 1/2'MIN.WOOD SCREW THROt1CH KEEPER � SCREW WITH 7.50' MIN. iNTO WOOD EMBE�MENTINTO WOOD U MIN.EDGE 015T., SEE NOTES y10 X 2 1/2"MIN.WOOD x SCREW W1TH 1.50'MIN. � p8 7C 2 t/2"MIN. � IAIN. EOCEDDISTT SEE O�ES ¢ W000 SCREW, SILICONE CAULK LL KEEPER TO BUCK SEE NOTES 71 dc 12 MAX. � � O.C. SPACING iO ` , SE�CHART FIXED PANEL JAMB SILICONE CAULK o \� SEE NOTES 11 h 12 �X� 7 KEEPER JAMB J( � NOTES: 1 This Installa�lon has bean evaluataU(ur usa In locatlons atlhadng lo Ihe Texos 6 Florltla bulldlnq Cotles antl where pressure reyulremenls as tlelermined by ASCE 7 Mlnlmum = Dosign Loads for Buildings and Olhor Slruclures do nol excoed tho tlesign prassure ratings horain,lor uso outsida Iha H.V.H.Z. I 2.All exlerior perimeter surfaces ol the door musl be caulkotl.Inlerior caulking is oplional unless noletl olherwlsu. 3.Anchore shall be specified and sUaced as shuwn.Anchur emUatlmonl to base maleriol shell�e beyon0 wall Uressing or slucco�nU into wood. 4.The rasponsibilily for saleclion of Simonlon products lo meet any flpplicahle local laws,bullCiny coUes,ortlinances,or olher safety requiiemenls rests solely with the archilecl, buildinc�ownar,or contraclor. - 5.Shims aro oplional.Mazimum shim slack is 1!4" 6.Wood bucks(by olhers)must 6e engineere0 end anchore0 propedy to lransler loads lo the slrucNre. 7 When used in areas requiring impacl pro�ection,this produci REOUIRES Ihe use of approved impacl resistant shutters or o�her ex�ernal protecllon. I / • B.FlAshing should be appliad using the ASTM E 2712 melhod appropriale for Ihe opening into which Ihe door is being installeC. � 9.Installalion m�chors should be al least 3!4'from Ihe etlge of lhe wootl. 70.Glazinfl shnll comply with ASTM E 1300-04 and safely glazinc�roquiromanls per Fbrid�Bulldinc�Codo seclion 2406. 11.Use 700%pu�e sllicon caulk. Make sure suAnces are complelely f�ae from all old caulk,damagetl wootl,wootl 06ers,grease,oll tliA,rusl,mold or slmller conteminenls. t UNI7 WtDTH Vacuum opening suRaces complalaly.A fully primed surlace is rocominended,but nol reyuirod.Cleaning ol all suAaces shauld be dona lha same Cay of which Ihe silicone Q cuulk is lo aUVIieU.For mor�delails sae'Nxw Construction Inslallalion Ins�ructions'on Simonlon.cum. "w" MA%. OVERALL FRAME 4NDTH 12.C�ulk applica�lon:rucommentlad oir an�surface lomperawros ul Iho limu of applicallon aro to be belweun 40 and 90 degrees F Insuro all contacl surfaces nra cloun and dry including Ihe new window(s). Use a backer rod on all joints>314'tleep andlor wider lhan 114' Finishetl caulk Jolnl should be a minLnum of 310"deep and make full contact with bolh tha new window antl siructural opaning suAeces.Silicone caulk shuultl Ue forced into joinl or compressetl to assure tull contact on bolh surlaces antl lo ezpel any air pockols. SIZE CHART � �/�,lj I : N � V. OVERALL SIZE ois.os�a cip M NT /�]STMUNTON� 8 IN0412 7 O.C. DP RATING This documanl la lha propeily ol Simonlon Windowe,which S FINISH: Dlmenslonal Tolarancas . i � �� v y DRAN?!BY: Dn7E: � � �, � SPACING ralaina all proprlelary ond other rights lo ite subJecl mollei llnless Olherw'ss SoecifleQ �U w T.D.O. 04/10/a9 71„ 96„ ��, Thia documant is provided lo the reeiplent on lhe evpresseC ALLOY h TEAIPER: I Cn�Lr�naA��nuc CHECKED BY:DATE: ondlUon lhot Il Is nol l0 6e dieclosad,rapioa�ced in whole or I'cniisLnia,\4V?6415 95� BO�� 23�� tJ5 PSF part,n sad in canJunellon wilh lhe dasign,manufaeturc a , , Declmolx Angles repalrrof goods(or onyane other lhan Slmontan Window SCAIE: SHEET: APPR D BY: DA7E: 71" BO" 23'� wilhout Its conaent. Thie reslriction doee not Iimit lhes .%f .03 FIT I al t 77" 80° 23'� t50 PSF recipiant's Aghts to uUlize information canlainad in lhis SURFACE AREA: � ,%X t.Ol 0' 30 min. SERIES: ' �CIRCLED ANCHORS REOUIRED ONLY FOR documanl w�ich is propeAy oOlainad from unothar aource. �NISM TREAtA1ENT: .XXX t.005 O6-OS 2-PANEL PAT10 OOOR 95z80 AND 71xB0-�P35. n�0 FIIE:IN0412 2%BUCK RE7ROFIT INSTALLATION(AS TESTED)