Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
141 Brushcreek Dr (3)
r' Permit # : O(D ' 5 " 1 Job Address: Nt 64v1 H CF" -4 t- G Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION (o//ef /0(0 7R . 3HN40lLf_!l, ,k( ► bow '�. EIVED Zoning: Value of Work: S JUN 4 0 2006 �3 Permit Type: Building >: Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential� Commercial Construction Type: # of Stories: Parcel q: 5-5-11 - 30-s Owners Name & Address: U t Contractor Name & Address: Phone & Fax: 797' Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 0000 Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole _ _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) contact (Attach Proof of Ownership & Legal Description) A N L/aE. ,D2 . Phone: T State License Number: CLIC — fS70 �� 3 / C'"ILL.S a^R�F Phone: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. NOTICE: In addition to the requirements of this permit, there may be 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. x ,,a Signature of Owner/Agent Date Signature of Contractor/Agent Date i = W1 44- t� o�I r art H�•T L i= Pri ner/Agent's Nadfle Pri o ractor/Agent's Q -p . D'. :a s� ms Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date �' _ €� I'' Owner/Agent is Personally Known to Me or Contractor/Agent is 7� Personally Known to Me or i....��....:..... Sa=e _ Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: nitial & ate) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: .1 T Permit Number Parcel Identification Number Prepared By: 0'WL,_S PA-,, Team K Five Const. & Devi. 614 E Hwy 50 #320 Return to: Clermont, FL 34711 NOTICE OF COMMENCEMENT State of County of _se, M i n of g luanl�f��ama�an�le��lauaa811111 0 M MYI#W MSIR:#:, LUM QF CIRWIT' LUAT SE?MIIMAX GL"M 06as fag 1981; tips) E RK'S ti Z(KW5.0993Z8 L'ftiM 06/211M 11:51:11 WEi (3IfWN8 1`114 10.00 R f1941 ) BY t Walden .t ' ( CERTIFIED COPY' MARYQnin►F Mf)RSE 20200 The undersigned hereby gives notice that Improvement(s) will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement 1. Description of property: (legal description of property, and street address If available) /y/ 3a v4 ifc 2Et4-41 bre c oT ►03 CVW,.=2Y C-LV6 P.42K. 7a sy yy s -2 a —a- q s �,� Fors �c . 3 2. General description of Improvement(s) r,-,, z>c-%A/ S� 3. Owner Information Name IBJ t Wo m Telephone Number AddreSssq l (3,r �j F r K ZjY.r�!e Fax Number 6-7 4. Fee STmpie T�e Ho(der (If otir3�n ower shown above) Ind rest in Property Name 1� �amx Address `-.E7 Telephone Number L �t1 S'YWVZ&-P,e�,D'�"�,, Fax Number Con5• Namtracto`1Q/ i tl\ cS� 31J- e��S �h� F�- HOZ . Add er � � � u 'l3 `I � ' Telephone Number g�1 — 060.0 �W�b <;:-u Fax Number 6. Surety (if any) Name Address Telephone Number Fax Number 14 Amount of bond $ 7. Lender (if any) Name Address Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(a)7., Florida Statutes. Name Address Telephone Number Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copyth Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name Address Telephone Number Fax Number 10. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified): Date Signed wr,LLI0 e7 Signature of Owner � [Note: per Section 713.1 3(1)(8), owrpr mNgt sign ...and no one else may be permitted to sign in his or Iwr G stead.'? /� Swom tp 8nd BPbA911 1 b8/oro )rte this ! o day o� 20 0 � ![.LfRM .2ric7N by . who <s personally known to me OR duced pro as idents cation. a uWg At h Signature of Notary (notarial seal to appear below) Form Revised: 3198 . - ; COM, F ••t POWER OF ATTORNEY / LETTER OF AUTHORIZATION rDATET I HEREBY NAME AND APPOINT-I�n ri i-_ I' _V) i d SOF TEAM K5 CONSTRUCTION & DEVELOPMENT COORDINATION, L.L.0 TO BE MY LAWFUL ATTORNEY IN FACT TO ACT AND APPLY TO THE SevN Fob BUILDING DEPARTMENT FOR A W l N +b OW PERMIT FOR THE INSTALLATION ONLY OF PELLA WINDOW & DOOR PRODUCTS TO BE PERFORMED AT LOCATION DESCRIBED AS: /`fI PaVS FI G2Ec.K- P/L - OWNER: (4//LL- " C oel>oN f AS WELL AS TO SIGN MY NAME AND DO ALL OF THE THINGS NECESSARY TO THIS APPOINTMENT. HUNT, DANIEL ROBERT-PELLA WINDOW AND DOORS �` NAME OF CERTIFIED CONTRACTOR CGC1507137 LICENSE NUMBER �� VLA_�— ' SIGNATU E OF CERTIFIED CONTRACTOR THIS FORGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS. /& DAY OF MqV _ ;200(o BY WvA,7— WHO IS PERSONALLY KNOWN TO ME. Z NO ARY SIGNATURE . • "G�'��y't°a2`�`s PRINTED NAME OF NOTARY ` `` " :•••'''N :`wee �3 D� MY COM ISS ON EXPIRES Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=3 3193051600001030... 6/15/2006 DAVID JOHNSON. crn, nsn PROPERTY APPRAISER `T + .. ,, x L... SEMINOLE COUNTY FL- � 1 t 01E_ FIRST 5T (�li GFJ- '� 1 # ;i3 1101E1d SANFGIRD, FL 32771 1468 407 665-7506 43 'r i AC i :; 04. y; -:t 4& 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-516-0000-1030 Number of Buildings: 1 Owner: CORDON[ WILLIAM E & LINDA A Depreciated Bldg Value: $149,713 Mailing Address: 141 BRUSHCREEK DR Depreciated EXFT Value: $9,505 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $45,000 Property Address: 141 BRUSHCREEK DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: COUNTRY CLUB PARK PH 2 Just/Market Value: $204,218 Tax District: S1-SANFORD Assessed Value (SOH): $124,342 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $99,342 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $2,684 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $1,910 SPECIAL 10/1999 03753 1013 $136,000 Improved Yes WARRANTY DEED Save Our Homes SON Savings: $774 (SOH) 9 WARRANTY DEED 07/1999 03691 0977 $23,500 Vacant No 2005 Taxable Value: $95,720 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 103 COUNTRY CLUB PARK PH 2 PB 54 LOT 0 0 1.000 45,000.00 $45,000 PGS 22 THRU 24 BUILDING INFORMATION Bid Year Base Gross Living Bid Type Fixtures Est. Cost Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 1999 7 1,522 2,166 1,522 CB/STUCCO $149,713 $154,742 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 170 Appendage / Sgft OPEN PORCH FINISHED/ 66 Appendage / Sgft GARAGE FINISHED/ 408 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 1999 288 $4,752 $5,760 SCREEN ENCLOSURE 1999 312 $479 $624 COOL DECK PATIO 1999 1,480 $4,274 $5,180 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on JusVMarket value. http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=3 3193051600001030... 6/15/2006 Contract for Customer Project: William & Linda Cordon Order No.: Proposal / Contract Conditions: GMGRAL a) This Proposal / Contract is between the Customer, a indicated herein, (rdared to as the "Buyer and Pella Windows d: Doors of Florida Inc. (referred to u the "Seller. b) This proposal / Contract shall remain open for 30 days, wiser which it shall be void at Seller's option A Proposal shall become a Contract when it is executed by the Buyer and accepted by the Salter. c) The Buyer agrees that the product(s) and the conditions ret f xth herein supersede over all previous repraentetians� rpoa8celions, tams or other documents issued by the Sella or its' employem. either written of oral and any purehas order, or What documents issued by the Buyer either before or efra this comm. d) The Buyer agrees ad to bold the Seller responsible for inddemal damages that may result from the breech m the sale of product(s) pursuant to this Proposal / Contract, and consequential damages shall be limited to Om*Hupdred Dollars. e) This Proposal / Comroct will be construed in accordance with the laws of the Stets of Florida. In the case of litigation the Buyer agrees to waive the right to venue and agrees that my such case shell be tried in the appropriate coast beving jurisdiction In Seminole County, Florida or the U.S. Federal District Court for the Middle District of Florida, Orlando Division. The prevailing party in such litigation shall be mfided to recover reasonable ettomeys fen including those on appeal. PAYMM e) The Buyer agree this the need date is a realistic estimate of when the product(s) is / are to be delivered On this date the Sella may invoice the Buyer for my outstanding balsoce, and payment will be due e000rding to the payment terms of this oontract. b) The Buyer agrees ad to withhold payment for ary item that is bxtordered or damaged in shipmeat, provided the Seller admowleclp such deficiency, and provides the Buyer with essumaces of its' undertaking to remedy the same C) The Buyer agrees to pay a f ince charge of 1955E per mouth, Ill % per annum, for all money$ due which are not paid in accordance with floe payment terms ofthis contract. d) The buyer agrees drat payment discounts do not apply when paying with a credit cad. e) The buyer agrees that if paying by credit cad that authorization is graced to the eller to debit the buyers awls card by signing this control 3. CHANGES a) The Buyer agrees that the products) listed herein are correct and final and cannot be changed, returned, or canceled. Credit Card Authorization Signature DELIVERY a) The Buyer agrees to accept delivery in such installments as the Seller may mate and not to bold the Seller liable for my claims resulting from delays in delivery. b) The Buyer agrees that the product can be delivered without the Buyer being present and agrees to amps the Seller's shipping documents a proof of delivery. c) The Seller agrees to deliver the product(s) to a single location on the ground floor a the Ship -To address listed above, provided that the delivery site is accessible by the Seller's delivery vehicle d) The Buyer egrets not to bold the Seller responsible for any damage to driveways, sidewreU trees, and overhead wires caused by the Selle's delivery vehicles. e) The Buyer agrees to examine the product(s) upon delivery, and within 7 -days after delivery, provide the Seller notice m writing of any discrepancy between the product(s) ordered and the XM *s) delivered. If the Buyer does nes provide notice within the May period, the Buyer waves any rights of rejection and amp the products) as is. S. INSTALLATION e) The Buyer understands that installation is riot included unless specifically stated basin. b) The Buyer agrees to instal the product in accordance with applicable building coda and good construction Practices. Detailed inuaUation instructions; at available from the Seller upon written request. 6. WARRANTY a) The Buyer understands that the Product Warranty, if any is provided by the Product Manufacturer and that a copy of the Warranty, if my will be provided upon written request. b) The Buyer understands that the Laminated Glass Warranty, if any is provided by the laminated Olm Manufacturer and tba a copy of the Warn*, if my will be provided upon written request. c) Thee ere no Warranties which adend beyond the description on the fax hereof. This exclusion includes but is not limited to implied Wegaotia ofmerchantability or fitness for a particular purpose. Taxable Subtotal $6,487.30 Sales Tax at 0.0000% 0.00 Non-taxable Subtotal 2,285.95 Total $8,773.25 LPPPDsit Received $ 0.00 �''% ISO i'�- 121 C',It �'� �-f- W 'For information regarding the finishing, maintenance, service, and warranty for all p www.Della.com. IPJ C - Printed 05/18/06 Contract — Page 7 C `( I.0d seA.. N�k e 3 dla products, visit the Pella Website at �f�cdan i C �:�a�- Florida Building Code Online I . li Product Approval Vt; USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3132-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived I— Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-1000 jahayden@pella.com Authorized Signature Joseph Hayden jahayden@pella.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Referenced Standard and Year (of Standard Standard) 101/I.S.2-97 101/I.S.2/NAFS-02 ASTM E1300-02 Equivalence of Product Standards Certified By Pagel of 5 Year 1997 2002 2002 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtjDwY4Lu2h5g... 5/10/2006 i' r,! Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 08/05/2005 08/05/2005 08/12/2005 08/24/2005 Page 2 of 5 Summary of Products FL # Model, Number or Name Description 3132.1JImpervia Single Hung (411-H-671.03) Fibeglass Single Hung Window Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 3132 R1 I CCL for Pella 8-3705. cf Impact Resistant: Verified By: Design Pressure: +/- Other: H-LC40 (933mm x 1664mm). Configurations of glass conform to ASTM E1300-02. 3132.2 Impervia Single Hung (411-H-671.02) Fiberglass Single Hung Window Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC40 (37in x 66in). Configurations of glass conform to ASTM E1300-02. 3132.3 Impervia Single Hung (411-H-671.01) Fiberglass Single Hung Window Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC40 (1207mm x 2172mm). Configurations of glass conform to ASTM E1300-02. 3132.4 Impervia Single Hung (411-H-671.0) Fiberglass Single Hung Window Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- I http://www.floridabui lding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtjDwY4Lu2h5g... 5/10/2006 e', Florida Building Code Online Page 3 of 5 Other: H-LC40 lIff II II gl ss con formtoBASTM E113 0-0n2gurations 3132.5 Impervia Single Hung (411-H-673.0) Fiberglass Single Hung Window Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC40 (48in x 78in). Configurations of glass conform to ASTM E1300-02. 3132.6 Impervia Single Hung (411-H-673.01) Fiberglass Single Hung Window lWindow Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC40 (1207mm x 1969mm). Configurations of glass conform to ASTM E1300-02. 13132.7 1,Impervia Single Hung (411-H-686.0) Fiberglass Single Hung Window Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC50 (36in x 66in). Configurations of glass conform to ASTM E1300-02. 3132.8 Impervia Single Hung (411-H-686.01) Fiberglass Single Hung Window Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC50 (902mm x 1664mm). Configurations of glass conform to ASTM E1300-02. 3132.9 Impervia Single Hung (411-H-687.0) Fiberglass Single Hung Window With HP Water Kit Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtjDwY4Lu2h5g... 5/10/2006 Florida Building Code Online Page 4 of 5 lOther: II II f gl ss on form to6ASTM E11300o0n2gurations 3132.10 Impervia Single Hung (411-H-674.01) Fiberglass Single Hung Window With HP Water Kit Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC50 (1207mm x 1969mm).Configurations of glass conform to ASTM E1300-02. 3132.11 Impervia Single Hung (411-H-687.01) Fiberglass Single Hung Window With HP Water Kit Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC60 (902mm x 1664mm). Configurations of glass conform to ASTM E1300-02. 3132.12 Impervia Single Hung (411-H-674.03) Fiberglass Single Hung Window With HP Water Kit Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: H-LC50 (48in x 78in). Configurations of glass conform to ASTM E1300-02, 3132.13 Impervia Single Hung (411-H-672.03) Fiberglass Single Hung Window With HP Water Kit JjWindow Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC50 (933mm x 1664mm). Configurations of glass conform to ASTM E1300-02. 3132.14 Impervia Single Hung (411-H-672.02) Fiberglass Single Hung Window With HP Water Kit Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: http://www. floridabuilding.orglprlpi_app_dtl.aspx?param=wGEVXQwtDgtjDwY4Lu2h5g... 5/10/2006 Florida Building Code Online Page 5 of 5 Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 323 99-21 00 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 C) 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: ® eCi . Biobb�►, http://www. floridabui lding.orglprlpr_app_dti.aspx?param=wGEV XQwtDgtjDwY4Lu2h5g... 5/10/2006 RIGLET BACKER ROD AND SEALANT CONTINUOUS BACKER ROD AND SEALANT CONTINUOUS BACKER ROD AND SEALANT CONTINUOUS 1X6 PRESSURE TREATED BUCK WITH 1/4" CUT OFF INSULATION 3/16" X 3 1/4" FH TAPCON (6" FROM CORNER, 12" O.C.) 1X6 PRESSURE TREATED BUCK WITH 1/4" CUT OFF INSULATION & SHIM 1X6 PRESSURE TREATED BUCK WITH 1/4" CUT OFF INSULATION & SHIM JILL 6 9/16 JAMB SINGLE HUNG SYIYIV3/1.5 J BDP P.T. of We Iret P.I. PPdud I/i' Blue P.T. a Bade Ueded P.I. PaYeO THESE DRAWINGS am 31,390 ON OUR INTSRPpJ:TATION Of THE r 7VPro' LI si DIOR PROVIDEDUM US,.NAL RES, RgOEY NItCR SUBMITTED I AM "mSR AND/OR CONSUMER Prae0141BLe POR T71S PAWSCT AND BOT IMEHO=D - • Wl N D OWS DOORS Bello Mullion S tem TO Gg6LTS ANY WARRANTY Op OTNSR LIABILITY. T�y°UMER1a Ru jISIP' islfOrop C.ONPLI [XITINSTAAPPL ER AND/Olt BUILDING CODS" ROBERT HUNT CORPORATIONDIifrl/bo �_` �uI rr1YY2 eeC__JJd V7 'lel" Structural by OlFxera 1 b 4 Sue P.I. a Bade P.T. PDde4 Yuion OIt OTNER RTL=T1ONs AND DLTSPAINING THE APPLSUITICATION. INCLUDINGTNC DiN1rSU'LOVEJISGNPOP KIDNNIIC7DRIrT. OOd � I♦�d I ' r 7NSTALMTIONS.SGIU�NP SYSTEM FOR ALL N7ND011 AND DOOR JOB MIME:PCLI�IWINDOW58DppR5dfLDK/DA,ING, Dr1TE• py/� .'""f'11 1R35pIRE GLASS TEMPERED GLASS BIONATURE OF A►►ROVA4 MOM N/A ARCNREC►: N/A EGRESS rLOCATION: c x LON6 VOOD, fL DPAWN Br: '/VJglr: r8. +we: 5rD tw►ss TYPE 11/16"IN5UL5f11ELD/5 RMSIOIkDRA1nNt: ® /Onn/ZOQ� DESCRIP710N. IMP�RV/A/N5Ti1/LATpNDCrNL I. 2005)-201A / of / � � r r "21 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4693 New 2004 Approved Pella Corporation 102 Main St. Pella, IA 50219 (641)621-1000 jahayden@pella.com Joseph Hayden jahayden@pella.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing Window and Door Manufacturers Association Standard ANSI/AAMA/NWWDA 101/I.S.2-97 ANSI/AAMA/NWWDA 101/I.S.2/NAFS-02 ASTM E 1300-02 ASTM E 1300-02 ASTM E 1996-02 ASTM E 1996-99 Year 1997 2002 2002 2002 2002 1999 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 06/10/2005 06/16/2005 06/18/2005 06/29/2005 Summary of Products FL # Model, Number or Name Description71 4693.1 Designer Series Smart- (411-H-732.01) Aluminum Clad Sliding Glass Sash II Clad Contemporary Door Sliding Door Type II Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 4693 I CCL for Pella Corp 6-10-05.pdf Verified By: Impact Resistant: Design Pressure: Other: SGD-050 (2419mm x 2426mm). Configurations of glass conform to ASTM E 1300-02. 4693.2 Designer Series Smart- (411-H-741.01) Aluminum Clad Sliding Glass Sash II Clad Contemporary Door Sliding Door Type III Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: SGD-050 (3666mm x 2426mm). Configurations of glass conform to ASTM E 1300-02. 4693.3 Designer Series Smart- (411-H-741.00) Aluminum Clad Sliding Glass Sash II Clad Contemporary Door Sliding Door Type III Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: SGD-050 (144in x 96in). i Configurations of glass conform'to ASTM E 1300.02. i .t 4693.4 Designer Series Smart- (411-H-737.05) Aluminum Clad Sliding Door Sash II Clad French Sliding Door Type II Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: SGD-C70 (1829mm x 2426mm). Configurations of glass conform to ASTM E 1300-02. 4693.5 Designer Series Smart- (411-H-737.03) Aluminum Clad Sliding Door Sash II Clad French Sliding Door Type II Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: SGD-C65 (2419mm x 2070mm). Configurations of glass conform to ASTM E 1300-02. 4693.6 Designer Serie=Sliding (411-H-737.02) Aluminum Clad Sliding Door Sash II Clad Fr Door Type II Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: SGD-C65 (95in x 82in). Configurations of glass conform to ASTM E 1300-02. 4693.7 Designer Series Smart- (411-H-737.01) Aluminum Clad Sliding Door Sash II Clad French Sliding Door Type II Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: SGD-C60 (2419mm x 2426mm). I Configurations of glass conform to ASTM E 1300-02. 4693.8 Designer Series Smart- (411-H-737.04) Aluminum Clad Sliding Door Sash II Clad French Sliding Door Type II Limits of Use (See Other) Certification Agency Certificate rf .0 1 Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: SGD-C70 (72in x 96in). Configurations of glass conform to ASTM E 1300-02. 4693.9 Designer Serie=Sliding (411-H-737.00) Aluminum Clad Sliding Door Sash II Clad Fr Door Type II Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: SGD-C60 (95in x 96in). Configurations of glass conform to ASTM E 1300-02. 4693.10 Designer Series (411-H-632.00) Aluminum Clad Sliding Glass Smart/Sash II Clad Door Contemporary Sliding Door Type II Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: SGD-050 (95in x 96in). Configurations of glass conform to ASTM E 1300-02. 4693.11 Hurricane Shield Architect (411-H-711.02) Clad Sliding Glass Door j Series/Classic Clad French i Sliding Door - Type II Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Wind Zone 3, Missile Level C, Cycle Pressure +70/-70 (95.5in x 81.5in). This product conforms to ANSI/AAMA/NWWDA 101/I.S.2-97 with regard to load testing and is supported by WDMA Hallmark certified product 411-H-624 for AWS. This model was tested for cycling pursuant to ASTM E 1996- 02. Configurations of glass conform to ASTM E 1300-02. 4693.12 Hurricane Shield Architect (411-H-685.11) Sliding Glass Door Series/Classic Clad French 1 11 IISliding Glass Door Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Wind Zone 4, Missile Level D, Cycle Pressure +70/-70 (71.5in x 95.25in). This product conforms to ANSI, AAMA/NWWDA 101/I.S.2-97 with regard to load testing and is supported by WDMA Hallmark certified product 411-H-655 for AWS. This model was tested for cycling pursuant to ASTM E 1996- 02. Configurations of glass conform to ASTM E 1300-02. 4693.13 Hurricane Shield Architect (411-H-685.05) Sliding Glass Door Series/Classic Clad French Sliding Glass Door Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Wind Zone 3, Missile Level C, Cycle Pressure +55/-55 (95.25in x 95.5in). This product conforms to ANSI/AAMA/NWWDA 101/I.S.2-97 with regard to load tseting and is supported by WDMA Hallmark certified product 411-H-655 for AWS. This model was tested for cycling pursuant to ASTM E 1996- 02. Configurations of glass conform to ASTM E 1300-02. 4693.14 Hurricane Shield Architect (411-H-736.02) Aluminum Clad Sliding Glass Series/Classic Clad French Door Sliding Glass Door Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Wind Zone 3, Missile Level C, Cycle Pressure +60/-60 (2419mm x 2070mm). This product conforms to ANSI/AAMA/NWWDA i 101/I.S.2-97 with regard to load testing and is supported by WDMA Hallmark certified product 411-H-624.20 for AWS. This model was tested for cycling pursuant to ASTM E 1996-02. Configurations of glass conform to ASTM E 1300-02. 4693.15 IlHurricane Shield Architect I (411-H-685.08) Sliding Glass Door ISeries/Classic Clad FrenchII Sliding Glass Door Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Wind Zone 4, Missile Level D, Cycle Pressure +70/-70 (95.25in x 81.5in). This product conforms to ANSI/AAMA/NWWDA 101/I.S.2-97 with regard to load testing and is supported by WDMA Hallmark certified product 411-H-655 for AWS. This model was tested for cycling pursuant to ASTM E 1996- 02. Configurations of glass conform to ASTM E 1300-02. j 4693.16 Hurricane Shield Architect (411-H-736.00) Aluminum Clad Sliding Glass j Series/Classic Clad French Door I Sliding Glass Door Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: j Impact Resistant: Design Pressure: +/- Other: Wind Zone 3, Missile Level B, Cycle Pressure +60/-60 (2419mm x 2070mm). This product conforms to ASNI/AAMA/NWWDA 101/I.S.2-97 with regard to load testing and f is supported by WDMA Hallmark certified product 411-H-624.20 for AWS. This model was tested for cycling pursuant to ASTM E 1996-99. Configurations of glass conform to ASTM E 1300-02. 4693.17 Impervia Sliding Door(411-H-734.00) Fiberglass Sliding Door "Block Frame" - Type II Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: SGD-C35 (96in x 96in). Configurations of glass conform to ASTM E 1300-02. 4693.18 Impervia Sliding Door(411-H-734.02) Fiberglass Sliding Door "Block Frame" - Type II Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: . a Design Pressure: +/- Other: SGD-C45 (72in x 82in). Configurations of glass conform to ASTM E 1300-02. 4693.19 Impervia Sliding Door (411-H-734.04) Fiberglass Sliding Door "Block Frame" - Type II w/High Performance Aluminum Panel/Roller Retainer if Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: SGD-C60 (72in x 82in). Configurations of glass conform to ASTM E 1300-02. 4693.20 Impervia Sliding Door (411-H-733.00) Fiberglass Sliding Door "Block Frame" - Type II w/High Performance Aluminum Panel/Roller Retainer Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: SGD-C45 (96in x 96in). Configurations of glass conform to ASTM E 1300-02. Back I I Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 r © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: eCheck IM Bob RIGLET 3/8" BACKER ROD AND SEALANT CONTINUOUS 3/8" BACKER ROD AND SEALANT CONTINUOUS 3/16' X 3 1/4" FH TAP( SET UNIT CONTINUOUS SEALA 1 6 9/16 JAMB 5YMIWOL5 3/16" X 3 1/4" FH 7APCON (6" FROM CORNER, 12' O.C.) 1X8 PRESSURE TREATED BUCK' FOAM INSULATION 3/16" X 3 3/4" FH TAPCON (6" FROM CORNER, 16" O.C.) FOAM INSULATION k SHIM 1X8 PRESSURE TREATED BUCK ♦I1 LL SLIDING PATIO DOOR 1MPDRTANT NOTR• THESEDMNINWAREUSEDON WR INTERFRTATION OP TNS IFP "Lapse T/WIL Ol pt owI "Int CBI m rOR "WgiINµR ETRLLBR AND/OR CO. CRUT RESFONSIBLB FOR PRODLCT MD TOCRBATB ANT NARNITT SWINDOWS DOORSAHENOTINTWOBD 07 OR OTNBR LINILITT.ppmTMi BVILDPJt oxxrnARCNITBLT, OONTPACTOR 7NBTALLBR AND/aAR08aoE4E LD1 NG CODES OFR�OTHBR p8GUjAyj RRRO OFTEPoIINING TLE SUITABILl" ANT CORPORATi0NL7i41fb�tliv� fk!!i Qpb Iq� OF Tx6 SUGOBSTIONS FOR THE PARTICULAR 11PPWCATION, INCWDIMG 771L FINIU. DESIGN OF REINFORC6MBNT, OND SF:RLIWT STSTBMS FOR ALL "INDON JOB NIMGPCLLi1WINDOW58DOpR5o/FLOR/D�ING, �Qp� INSTALNG, I NSTALLAT10N5. AND DOOR pr�TE p1 , /f"rlYr l/ 4119" VRE OF APPROVAL, euxaEli: N/A ARCWrECT.. N/A X IACATRIN: LONGW VD. FL _ TYPIDDESCRIPTION: I1LvdaTt DRAWN o J.V. Jwt.. TB. "M5UL5111ELDA7 !O/Z�/ZOp� 1MPCRV/A/N5Ti1UArIONOMNL NO �0 2005'z07A 1 of 1 w Florida Building Code Online Page 1 of 4 Product Approval r' USER: Public User I Product Approval Menu > Product or Application Search > Application List > Application Detail FL * FL5707 Application Type New Code Version 2004 Application Status Approved Comments Archived I Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-1000 jahayden@pella.com ' Authorized Signature Joseph Hayden I jahayden@pella.com I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category Windows I Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association I Referenced Standard and Year (of Standard Year Standard) ANSI/AAMA/NWWDA 101/I.S.2-97 1997 ANSI/AAMA/NWWDA 101/I.S.2/NAFS-02 2002 I ASTM E1300-02 2002 I Equivalence of Product Standards Certified By I I l http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgm3uFgCKuo... 4/14/2006 Florida Building Code Online Product Approval Method Method 1 Option A Page 2 of 4 Date Submitted 11/10/2005 Date Validated 11/10/2005 Date Pending FBC Approval 11/11/2005 Date Approved 12/06/2005 Fit -SE Summary of Products Certification Agency Certificate FL # IlModel, Number or Name Description 5707.1 Series - Precision (411-H-511.0) Clad Double Hung Window ::]Architect Fit -SE Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 5707 1 CCL for Pella 11-10-05.pdf Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC30 (45in x 77in). Configurations of glass conform to ASTM E1300-02. 5707.2 Architect Series - Precision 11 (411-H-509.0) Clad Double Hung Window Fit -LX Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC30 (45in x 77in). Configurations of glass conform to ASTM E1300-02. 5707.3 Architect Series - Precision 11 (411-H-510.0) Clad Double Hung Window Fit -LX (single lock) Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC30 (45in x 77in). Configurations of glass conform to ASTM E1300-02. 5707.4 Architect Series - SE Clad (411-H-790.0) Clad Double Hung Window Double Hung Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC50 (37in x 77in). Configurations of glass conform to ASTM E1300-02. http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvgm3uFgCKuo... 4/14/2006 e, Florida Building Code Online Page 3 of 4 5707.5 Architect Series- SE Clad (411-H-790.01) Clad Double Hung Window Double Hung Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-LC50 (940mm x 1956mm). Configurations of glass conform to ASTM E1300-02. 5707.6 Proline Series Clad Double (411-H-787.0) Clad Double Hung Window Hung Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H -R15 (441n x 77in). Configurations of glass conform to ASTM E1300-02. F67—.7— 1 Proline Series Clad Double (411-H-787.02) Clad Double Hung Window Hung Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H -R25 (37in x 77in). Configurations of glass conform to ASTM E1300-02. 5707.8 Proline Series Clad Double (411-H-787.01) Clad Double Hung Window Hung Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H-1115 (1118mm x 1956mm). Configurations of glass conform to ASTM E1300-02. 5707.9 Proline Series Clad Double (411-H-787.05) Clad Double Hung Window Hung Window 11 Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H -R25 (838mm x 1956mm). Configurations of glass conform to ASTM E1300-02. http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgm3uFgCKuo... 4/14/2006 'IV Florida Building Code Online Page 4 of 4 5707.10 IProLine Series Clad Double I(411-H-787.04) Clad Double Hung Window I Hung Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- 111Other: H- 25 (33in x 77in). Configurations of glass conform to ASTM E1300-02. 5707.11 Proline Series Clad Double (411-H-787.04) Clad Double Hung Window Hung Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: H -R25 (940mm x 1956mm). Configurations of glass conform to ASTM E1300-02. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: MARI ® RE t.t http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgm3uFgCKuo... 4/14/2006 y 45" MAX. F.W. FIN NAILS AOR A PER THE 'FRA 2 ANCHOR REQUI TABLE" ON THI LOCKING v HARDWARE it 29 . v J N X w a= � > th C 2 SCREWS 45" MAX. F.W. "B MULLION LOAD TABLE JAMB TO OPENING MINIMUM MINIMUM FASTENER TYPE EMBEDMENT EDGE 01ST. FIXED SASH OR _ ME III FRAME WINDOW (SEE III w REMENTS Z 3" 4• 4. 3" 3" 4" 4- S SHEET44-44 _1 -4 _ _ _ _ OR DETAILS) // w LL I III III 50.0 3 SIM. a 60" I �10 FRAME SCREWS I. 77" 36" THROUGH JAMB ;NTO 50.0 50.0 65" 42" OR LESS SUBSTRATE OR II B 42" 36.4 43.4 50.0 48" 44.4 50.0 HURRICANE CUP 48" 31.8 38.0 50.0 2 v I 54" 28.3 33.8 1 50.0 (2 EACH SIDE OF 50.0 Z l 60" 25.4 MULL) TYPICAL. EACH 48.348" = OR LESS 50.0 ENO OF MULLION. 50.0 aQ I wN 36" OR LESS 50.0 50.0 50.0 54" 47.8 50.0 50.0 42" 42.7 50.0 50.0 f 50.0 71" 48" II 44.6 50.0 11 53" 60" OR LESSI 50.0 50.0 50.0 < 0 33.2 39.6 50.0 � � I I 2 2 II F 3 3 I' I. I 3 3 II 3" „A„ III FIXED SASH OR III FRAME WINDOW (SEE III DRAWING NO. 1141 OR 1144 UNDER III SEPARATE'APPROVAL III FOR DETAILS) III v � III %� Q WINDOW NAIL FIN MAY MAX. LOAD WIDTH MAX. LOAD WIDTH `SEE "CORNER CONSTRUCTION" BE REMOVED WHEN CLIP = (A+8)/2 = (A+B)/2 REQUIREMENTS ON SHEET 2 MOUNTED TO THE OPENING. (SEE TABLE BELOW) (SEE TABLE BELOW) EXTERIOR ELEVATION SEE SHEET 3 FOR DETAIL. EXTERIOR ELEVATION SINGLE DOUBLE HUNG WINDOW MULTIPLE DOUBLE HUNGZFIXED WINDOWS SCALE: 1/2"=1'-0" THE LESSER OF THE MULLION UP TO FOUR WINDOWS MAY BE COMBINED IN ONE OPENING LOAD AND THE WINDOW LOAD SHALL CONTROL FOR THE WITH ANY COMBINATION OF FIXED & OR HUNG WINDOWS ASSEMBLY. SEE SINGLE WINDOW ELEVATION FOR HUNG WINDOW DETAILS ALLOWABLE DESIGN PRESSURE SCALE: 1/2"=1'-0" INDIVIDUAL WINDOWS SEE SHEET 2 GENERAL NOTES 1. THESE. WINDOW SYSTEMS HAVE BEEN TESTED, ANALYZED do APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN LOADS" TABLE. 2. BUCKING. OPENINGS, k BUCKING FASTENERS MUST BE PROPERLY INSTALLED TO TRANSFER LOADS TO THE STRUCTURE. 3. ALL HARDWARE do FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS do MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 4. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH do MEET THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE (F.B.C.) FOR USE IN NON-HVHZ ZONES. 5. THESE WINDOWS HAVE BEEN TESTED IN ACCORDANCE WITH HAMA/NWWDA 101/I.S. 2-97 "VOLUNTARY SPECIFICATIONS FOR ALUMINUM, VINYL (PVC) AND WOOD WINDOWS AND GLASS DOORS." REFERENCE TEST REPORT NO'S. 382-0072.5, 382-0072.7, do 382-0072.14 (CENTER PIVOT WINDOW) AND 382-0256.1 do 382-0256.2 (BOTTOM PIVOT WINDOW) BY STORK TWIN CITY TESTING CORP. AS APPLICABLE TO THESE DRAWINGS. 6. TESTS COMPLETED INCLUDE AIR INFILTRATION PER ASTM E283, WATER RESISTANCE PER ASTM E547, UNIFORM LOAD STRUCTURAL PER ASTM 330 do FORCED ENTRY PER ASTM F588. 7. THESE WINDOW SYSTEMS ARE NON -IMPACT RATED do MUST BE SHUTTERED WHERE REOUIREO BY CODE. 8. ALL WINDOW SIZES SPECIFIED AS ALLOWABLE IN THE `WINDOW SIZE/PRESSURE TABLE" HAVE BEEN COMPARED TO THE TESTED UNITS do ARE RESTRICTED BY THE OVERALL SIZE (AREA) OF THE TESTED UNITS. ALL COMPONENTS HAVE BEEN CHECKED TO SUPPORT THESE LOADS AS SPECIFIED IN THE LOAD TABLE. NOTE THAT BY PELLA'S CHOICE, ALL ALLOWABLE LOADS IN THE TABLE ARE TYPICALLY BASED ON LOWER LOADS THAN THOSE TESTED TO, SO AS TO INCORPORATE A SAFETY FACTOR INTO THE TESTED CONDITIONS. 9. GLASS TO BE USED WITH THESE WINDOW UNITS SHALL BE AS SPECIFIED IN THESE DRAWINGS WITH GLASS TYPE AND THICKNESS BEING DETERMINED BY PELLA AS REQUIRED TO MEET DESIGN PRESSURES PER ASTM E1300. FRAMF ANCHOR RFOUIRFMFNTS TABLE FIN SCREWS 45" MAX. F.W. LOCK POINTS REQUIRED MULLION LOAD TABLE JAMB TO OPENING MINIMUM MINIMUM FASTENER TYPE EMBEDMENT EDGE 01ST. FIXED SASH OR _ MAX. DIST. FROM CORNER III FRAME WINDOW (SEE III w LENGTH DRAWING NO. 1 141 = o NOTE: MULLIONS D2 II OR 1144 UNDER III w & 03 MAY 8E USED III SEPARATE APPROVAL III Q AS FILLER IF OR DETAILS) // w YPELLAESIRED III III 50.0 3 SIM. a 60" 14' 35.7 ,. FRAMF ANCHOR RFOUIRFMFNTS TABLE FIN SCREWS FRAME WIDTH LOCK POINTS REQUIRED MULLION LOAD TABLE JAMB TO OPENING MINIMUM MINIMUM FASTENER TYPE EMBEDMENT EDGE 01ST. MAXIMUM SPACING MAX. DIST. FROM CORNER 2X_ WOOD FRAME OR BUCK LENGTH LOAD WIDTH ALLOWABLE PRESSURE (PSF) MULLION b1" MULLION '02" MULLION b3" LENGTH LOAD WIDTH ALLOWABLE PRESSURE (PSF) MULLION "DI" MULLION "D2" MULLION -03- 3" 30' OR LESS 50.0 50.0 50.0 71" 60" 29.9 35.7 50.0 77" 36" 42.4 50.0 50.0 65" 42" OR LESS 50.0 50.0 50.0 42" 36.4 43.4 50.0 48" 44.4 50.0 50.0 48" 31.8 38.0 50.0 54" 39.5 47.1 50.0 54" 28.3 33.8 1 50.0 60" 35.5 38.6 50.0 60" 25.4 30.4 48.348" 59_ OR LESS 50.0 50.0 50.0 36" OR LESS 50.0 50.0 50.0 54" 47.8 50.0 50.0 42" 42.7 50.0 50.0 60" 43.0 50.0 50.0 71" 48" 37.3 44.6 50.0 11 53" 60" OR LESSI 50.0 50.0 50.0 54" 33.2 39.6 50.0 FRAMF ANCHOR RFOUIRFMFNTS TABLE FIN SCREWS FRAME WIDTH LOCK POINTS REQUIRED OPENING TYPE (SUBSTRATE) JAMB TO OPENING MINIMUM MINIMUM FASTENER TYPE EMBEDMENT EDGE 01ST. MAXIMUM SPACING MAX. DIST. FROM CORNER 2X_ WOOD FRAME OR BUCK 2" X I1 GA. ROOFING NAILS 1 7/8" 1/2" 5"-7" O.C. 3" 1 3/4" X 11 GA. ROOFING NAILS 1 5/8" 1/2' 5" O.C. 3" 1 1/2" X 11 GA. ROOFING NAILS 1 3/8" I/2" 4.5" O.C. 3" 2X_ WOOD FRAME OR SUCKI NO. 8 SMS SCREW 1 1/8" 1/2" 5"-7" O.C. 3" * SHEAR SCREWS 2X_ WOOD FRAME OR BUCKI NO. 10 SMS SCREW 1 1 1/4o 1 3/4" SEE DETAIL 6" CMU/CONCRETE 1 "13/16' CONCRETE SCREWS 1 1 1/4" 1 2" IsEE DETAILS 6" O)CONCRETE SCREWS SHALL BE ITW RAMSET/RED HEAD OR ELCO TAPCONS, HILT[ KWIK-CON II OR POWERS RAWL TAPPER. (HARDENED STEEL OR S.S.) i U- j10 FRAME SCREWS. THROUGH JAMB INTO h i SUBSTRATE OR HURRICANE CLIP (1) EACH SIDE OF MULL EXTERIOR ELEVATION MULTIPLE DOUBLE HUNG f FIXED WINDOWS SCALE: 1/2"=V -O" UP TO FOUR UNITS MAY BE COMBINED VERTICALLY IN ONE OPENING (IF VERTICALLY STACKED, MANUFACTURER MUST INSURE THAT THE DEAD WEIGHT OF THE WINDOWS DOES NOT CAUSE ANY WINDOW FAILURE OR DEFORMATION) MULTIPLE UNR NOTES, I. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SHOWN. 2. THE MAXIMUM ALLOWABLE PRESSURE FOR A COMBINED UNIT IS RESTRICTED BY THE SAME ALLOWABLE PRESSURE FOR THE SINGLE WINDOWS. 3. FOR MULLED COMBINATIONS OR SITUATIONS OUTSIDE OF THAT SHOWN ABOVE, MULLIONS CERTIFIED BY A REGISTERED ENGINEER SHALL BE USED. NAIL FIN MOUNT CONDITION IS SHOWN IN THESE ELEVATIONS. FOR OTHER MOUNTING OPTIONS (SHEAR SCREW, DIRECT do CUP MOUNT), SEE SHEET 3. LOCK REQUIREMENTS TABLE FRAME WIDTH LOCK POINTS REQUIRED 36 3/4" AND GREATER 2 LESS THAN 36 3/4" 1 • SHEAR SCREW ANCHOR NOTE: FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPENING, MOUNTED ONTO A CONTINUOUS SPACER, OR ANCHORED TO A MIN. 20 NO. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED THROUGH JAMB TO A 20 BUCK, NO. 10 SCREWS SHALL BE USED. WHEN ANCHORED WITH NAIL FIN INTO 2X4 BUCK, 11 GA. ROOFING NAILS OR NO. 8 SCREWS SHALL BE USED. WHEN DIRECT MOUNTED OR MOUNTED WITH SPACER, 3/16" CONCRETE SCREWS SHALL BE USED. SEE "ANCHOR REQUIREMENTS TABLE - FOR EMBED REQUIREMENTS. PROPER MATERIAL SHALL BE USED BETWEEN ALL DISSIMILAR MATERIALS (BLOCK/CONCRETE do ALUMINUM). TAX 0 14,24 , 1 10/25/02 11 0 C3 Z 3 Z x t' O O Q C U cl%' v cr) C= w z FoWNa Q ul ui a. M Z:5 ILO N N1jto � W 9 a a n (7 m Z w T IX Nov" W vn,�. Za N WZ �Z8 z 0 G_j Q In x0 (n m ijv � n 3 a o m Z a 3 = CL SHEET NO. 1 OF 4 SEALANT — BY OTHERS CONTINUOUS SILICONE & BUTYL BACKBEAD EXTERIOR SEALANT BEHIND---' 1 FIN BY OTHERS ! �T FRAME FIN FASTENER= (SEE SHEET 1) -MIN. 2X4 BUCK AND FASTENER BY OTHERS SECTION A SCALE: 1/2 FULL 2 1/4" MAX. SHIM 3/8- MAX. SHIM MIN. 2X4 BUCK AND--\ FASTENER 1/2" MAX. SPACE FRAME FIN FASTENER (SEE SHEET 1) FRAME WIDTH (F.W.) fRICTOR BLOCK WITH BOTTOM SECTION re1"'VUi WINOOWS ONLY) SCALE: 1/2 FULL 3/8'• MAX. SHIM MIN. 2X4 BUCK AND FASTENER BY OTHERS ice_ EXTERIOR SECTION SCALE: 1/2 FULL 2 CORNER CONSTRUCTION: WOOD JAMB: NON -MULLED CORNERS: OADOED, SEALED WITH BUTYL & JOINED WITH 2 NO. 6 X 2" SCREWS. MULLED CORNERS: DADOED, SEALED WITH BUTYL & JOINED WITH 3 NO. 6 X 2" SCREWS JAMB CLAD: CORNER KEY WITH 2 NO. 10 X 5/8" SCREWS & BUTYL SEALANT 0 SEAM SASH: MORTISE & TENON, GLUED AND STAPLED. SASH CLAD: LAPPED & MITERED ALLOWABLE DESIGN PRESSURE TABLE INDIVIDUAL WINDOWS PANEL PIVOT WINDOW SIZE ALLOWABLE PRESSURE POSITION HEIGHT WIDTH POSITIVE NEGATIVE (IN.) (IN.) (PSF) (PSF) CENTER ALL ALL 30 30 41 41 50 50 45 40 40 37 50 50 41 47 47 BOTTOM 65 45 40 40 37 1 50 50 71 41 40 40 45 40 40 77 45 40 40 NOTES: 1) CENTER PIVOT WINDOWS ONLY MUST INCLUDE PELLA'S FIELD ADD-ON KIT PLACED AT EACH END OF THE WINDOW CHECK RAIL TO ACHIEVE PRESSURE SHOWN IN THIS TABLE. SEE THIS SHEET FOR DETAIL. WITHOUT AD -ON KIT, ALLOWABLE WINDOW PRESSURE MAY NOT EXCEED +/-15 PSF. 2) SIZES SHOWN ARE MAXIMUMS. PRESSURES FOR SIZES SMALLER THAN THOSE SHOWN SHALL BE GOVERNED BY THE RESPECTIVE MAXIMUM SIZE GIVEN. 2.25" LONG STRIKE P/N - 72RAD000 TO BE PLACED AT MIDSPAN OF SIDE JAMB TO ALIGN W/ CLIP #8 X 1 3/4" SCREW (2 PER STRIKE) 5 z 0 F a W FIN FASTENER FRAME (SEE SHEET 1) CLIP P/N 71OA-0000 TO BE PLACED ON TOP OF BOTTOM WINDOW SASH (TYP. EACH END OF CHECK RAIL) #8 X 3/4" SCREW (2 PER CLIP) %zel EXTERIOR FIELD ADD-ON KIT DETAIL (REQUIRED WITH CENTER PIVOT WINDOWS ONLY) MN UY: TAX r1-2 �! 3 C3 Z z 0 rn 3 F xw G7W ��`Oo ON =N O?Qc� U2g'L Go OW Joww 0= aa- CL U U CL T a z� Z Q W U � 3 ,tj c9 in z ; N C �f1 �O W U�: WQ n! ?m �a j Z Z& �_ CrF= �- G N az Ld N z m J In 01 z (n m a z 3 z o o U ?i a 1150 I SHEET NO. 2 OF 4 W 11 CONT. SEALAN MULL COVER '"" '" CORRUGATED 1•" FROM ENDS 12" O.C. uI SCALE: 1/2 FULL 3 (WITH NO REINFORCEMENT) - NO. 8 X 1.5" SMS. (1 PER CLIP INTO BUCK AT 20-30 DEG ANGLE) MULLION DETAILS SHOWN AS DOUBLE HUNG TO DOUBLE HUNG. DOUBLE HUNG MULLED TO FIXED WINDOW SECTION IS SIMILAR. CONT. SEAIr,,., SECTION 02 MULL COVER SCALE: 1/2 FULL 3 (WITH WOOD REINFORCEMENT) I-- " '" CORRUGATED 4" FROM ENDS 12" O.C. 25 HURRICANE CLIP WITHIN 4" MIN. 2X4 BUCK & OF CORNERS & CHECK RAIL FASTENERS BY OTHERS ENDS (2 CLIPS PER CHECK RAIL END) & SPACED MAX. 8" O.C. r 1/4" MIN. TO CENTEROF A A NO. 8 X 5/8" PH SMS SCREWS (2 PER CLIP) OPTIONAL CLIP INSTALLATION HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR SEE SECTIONS FOR DETAIL NOT SHOWN (SIMILAR FOR ALL JAMB TYPES) SEALANT & BACKER ROD - BY OTHERS EXTERIOR EXTERIOR 1/2" X 1" CORRUGATED FASTENER 4" FROM ENDS & 10" TO 12" O.C. CONT. SEALANT BEHIND ---- SECTION p3 MULL COVER SCALE: 1/2 FULL 3 (WITH ALUM REINFORCEMENT) IF SHIM SPACE EXCEEDS 1/4", A CONTINUOUS MEMBER MIN. 3 1/2" DEEP MUST BE PLACED AS A SPACER AND THE FRAME SCREW MUST RUN THROUGH SPACER AND INTO BUCK/FRAMING MEMBER. MIN. 2X4 BUCK & FASTENERS BY OTHERS CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X- BUCK TO BE MIN. 3 1/2" DEEP. NOT REQUIRED WHEN 1/4" OR LESS SHIM SPACE EXISTS (USE SHIMS ONLY). i 9Y OTHERS 3/16" CONCRETE SCREWS WITHIN 6" OF CORNERS AND CHECK RAIL ENDS (2 SCREWS PER CHECK RAIL END) AND SPACED MAX. 18" O.C. (REF. ANCHOR REQUIREMENTS TABLE ON SHEET 1 FOR OTHER INSTALLATION REQUIREMENTS). DIRECT MOUNT DETAIL IN BLOCK HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR SEE SECTIONS FOR DETAIL NOT SHOWN (SIMILAR FOR ALL JAMB TYPES) EXTERIOR NO. 10 SCREWS WITHIN 6" OF CORNERS AND CHECK RAIL ENDS (2 SCREWS PER CHECK RAIL END) AND SPACED MAX. 18" O.0 (REF. ANCHOR REQUIREMENTS TABLE ON SHEET 1 FOR OTHER INSTALLATION). OPTIONAL SHEAR SCREW MOUNT DETAIL HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR SEE SECTIONS FOR DETAIL NOT SHOWN (SIMILAR FOR ALL JAMB TYPES) W 0 FT U D= U U a~ za Z W Z F aw O U 3.v s2 UC Z 10 171T O N H O0(nul 0_'ZaN �Nw-q- W O a- c0 OL n C7 rn Z r � Nom W vnn Zanv/Oi Z5_j.. WZ �Z cr F; L,.. 5 &� a N 5 -1 U t2Vc sm �N z a,3� �(Lz 03 is 4i cm d w Z G wn C) CV tom^ W+ D9 i� U 06 + L o Z w a r W Q• Z 6 3 REV. RAWING N0. 1150 SHEET N0. 3 OF 4 4.364 ).720 i 1 HEAD JAMB OS UPPER SASH CHECK RAIL F-- 2.281 -� 0.471 @SASH STOP 0.589 1.372 � � 4.364 ---�1 T � 1.765 T 1.343 1.361 1.839 1 ID JAMB - n UPPER SASH T� 1.765 -� 1 1.361 i @LOWER SASH CHECK RAIL 7 LOWER SASH v WINDOW STILE WINDOW STILE no 1 0 @HEAD JAMB CLAD 1.340 0.040 1.196 11 SIDE JAMB 1.255 � CLAD 1.695 0.024 0.425: 0.024 @STILE UPPER 14 UPPER SASH SASH RAILS CLAD O CHECK RAIL CAPo� 2.767 0.671 024 DRIP CAP 18 INSTALLATION FIN WOOD MULLION REINFORCEMENT 0.024 1.703 1 g NAIL FIN jl 1 0.721 0.024 0.589 15 LOWER SASH CHECK RAIL CLAD 0.361 0.328 0.047�� 20 MULLION COVER 3.983 0.125" 0.749 -*+=;S= 23 ALUMINUM MULLION REINFORCEMENT 2.260 If 0.024 J �l 0.589 -� 16 LOWER SASH1 BOTTOM RAIL CLAD I-- 0.328 0.736 :�[- 0.047 21 MULLION COVER 0.663 24 CORNER LOCK BILL OF MATERIALS ITEM # PART # ITEM DESCRIPTION MANUFACTURER/NOTES PARTS 1 3222 HEAD JAMB *PONDEROSA/SUGAR PINE 2 33E0 INTERIOR SILL * PONDEROSA/SUGAR PINE 3 3220 SIDE JAMB * PONDEROSA SUGAR PINE 4 331A UPPER SASH TOP RAIL *PONDEROSA/SUGAR PINE 5 3318 UPPER SASH CHECK RAIL * PONDEROSA SUGAR PINE 6 331C LOWER SASH CHECK RAIL *PONDEROSA SUGAR PINE 7 36E7 LOWER SASH BOTTOM RAIL *PONDEROSA SUGAR PINE 8A 3313 BOTTOM PIVOT WINDOW STILE *PONDEROSA SUGAR PINE 88 3310 CENTER PIVOT WINDOW STILE * PONDEROSA SUGAR PINE 9 31A3 SASH STOP * PONDEROSA SUGAR PINE 10 OAZS HEAD JAMB CLAD 6063-T6 ALUMINUM 11 OAZ4 SIDE JAMB CLAD 6063-T6 ALUMINUM 12 OABY SILL 6063-T6 ALUMINUM 13 421-3 STILE &UPPER SASH RAILS CLAD 3003-1-114 OR 3105-1-124 ALUMINUM 14 42R2 UPPER SASH CHECKRAIL CAP 3003-1-114 OR 3105-1-124 ALUMINUM 15 4299 LOWER SASH CHECK RAIL CLAD 3003-1-114 OR 3105-1-124 ALUMINUM 16 421-2 (OWER SASH BOTTOM RAIL CLAD 3003-1-114 OR 3105-1-124 ALUMINUM 18 42 AG DRIP CAP INSTALLATION FIN 0.235" ALUMINUM 19 42G7 NAIL FIN 0.235" ALUMINUM 20 7217 MULLION COVER 6063-T5 ALUMINUM CONTINUOUS 21 7354 MULLION COVER 6063-T5 ALUMINUM CONTINUOUS 22 - W000 MULLION REINFORCEMENT SOUTHERN PINE 23 7353 ALUMINUM MULLION REINFORCEMENT 6063-T5 OR T6 ALUMINUM 24 771< 29 001U LOCK ASSEMBLY TRUTH 30 5887 SASH LIFT AS REO'D BY PELLA 31A 77V70001 BOTTOM PIVOT WINDOW TERMINAL PLASTIC 318 68002000 CENTER PIVOT WINDOW TERMINAL METAL 32 02TM JAMB LINER HIGH IMPACT RIGID VINYL 33 4381 PRESSURE SPRING 0.008" THK. 5052-1-119 ALUMINUM 34 2N1A BALANCE ASSEMBLY BSI MISCELLANEOUS FASTENERS 35 - NAIL Ind X 1" RING SHANK NAIL 3" FROM ENDS & 4" O.C. * W000 USED WITH TEST UNITS WAS SELECT WESTERN PINE. ALTERNATE WOOD SPECIES TO BE w N APPLICABLE WITH THESE WINDOWS IS MIN. GRADE 2 MAHOGANY, SOUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR &CYPRUS. o _ z o v a 3 9 CORNER LOCK NYLON 25 5071 HURRICANE CLIP 0.05" THK. RB 65 GALV. STEEL SEALS &SEALANTS 26 78F7 TOP RAIL WEATHERSTRIP VINYL 27 76UE UPPER CHECK RAIL WEATHERSTRIP VINYL 28 76AV SILL WEATHERSTRIP VINYL HARDWARE 8.125" 1 o O O O o Q 1.875" O O O O O Q 0 0 0 0 0 25 HURRICANE CLIP rr.w. W.W.S. T, DATE: a -z w/ss/1 W t,C a Z n wM a QY is 1 Nz 11=Of ~ T LLJ U y w N APPLICABLE WITH THESE WINDOWS IS MIN. GRADE 2 MAHOGANY, SOUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR &CYPRUS. 8.125" 1 o O O O o Q 1.875" O O O O O Q 0 0 0 0 0 25 HURRICANE CLIP rr.w. W.W.S. T, DATE: a -z w/ss/1 W t,C a Z n wM a QY is 1 Nz 11=Of ~ T LLJ U y w N o _ z o v a 3 SHEET NO. 4 of 4 w N SHEET NO. 4 of 4 1 Florida Building Code Online Product Approval fi USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL * FL4697 Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-1000 jahayden@pella.com Authorized Signature Joseph Hayden jahayden@pella.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Page 1 of 3 Referenced Standard and Year (of Standard Year Standard) ANSI/AAMA/NWWDA 101/I.S.2-97 1997 ANSI/AAMA/NWWDA 101/I.S.2/NAFS-02 2002 ASTM E 1300-02 2002 ASTM E 1996-02 2002 ASTM E 1996-99 1999 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquRQeeNyKB 1... 5/10/2006 Florida Building Code Online Page 2 of 3 , Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/10/2005 Date Validated 06/16/2005 Date Pending FBC Approval 06/18/2005 Date Approved 06/29/2005 (Summary of Products FL # IlModel, Number or Name IFDescription 4697.1 Architect Series - SE Clad I Double Hung Window IlWindow (411-H-744.01) Aluminum Clad Double Hung Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 4697 I CCL for Pella Corp 6-10-05.Ddf Impact Resistant: Verified By: Design Pressure: +/- Other: H-LC45 (1143mm x 1956mm). Configurations of glass conform to ASTM E 1300-02. 4697.2 Architect Series - SE Clad Double Hung Window Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: H-LC45 (45in x 77in). Configurations Df glass conform to ASTM E 1300-02. 3 Hurricane Shield Architect Series/Clad Double Hung WIndow (IG -Glazed) Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Wind Zone 3, Missile Level C, Cycle Pressure +50/-60 (1143mm x 1956mm). Thi product conforms to ANSI/AAMA/NWWDA 101/I.S.2-97 with regard to load testing and is supported by WDMA Hallmark certified product 411-H-744 for AWS. This model was tested for cycling pursuant to ASTM E 1996- 02. Configurations of glass conform to ASTM (411-H-744.00) Aluminum Clad Double Hung Window Certification Agency Certificate Installation Instructions Verified By: (411-H-743.02) Aluminum Clad Double Hung :ertification Agency Certificate Installation Instructions Verified By: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquRQeeNyKBI... 5/10/2006 0 Florida Building Code Online 0, Page 3 of 3 IIIE 1300-02. II III 4697.4 Hurricane Shield Architect (411-H-743.00) Aluminum Clad Double Hung Series/Clad Double Hung Window Window (IG -Glazed) i Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Wind Zone 3, Missile Level B, Cycle Pressure +50/-60 (1143mm x 1956mm). This product conforms to ANSI/AAMA/NWWDA 101/I.S.2-97 with regard to load testing and is supported by WDMA Hallmark certified product 411-H-744 for AWS. THis model was tested for cycling pursuant to ASTM E 1996- 99. Configurations of glass conform to ASTM E 1300-02. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 p 2000-2005 The State of Florida. All rights reserved. Coovright and Disclaimer Product Approval Accepts: ® ® -:Chock to Bobber mar http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquRQeeNyKBI... 5/10/2006 r r j .� #8 X 1 1/4" WOOD SCREW (4" FROM CORNER 7" O.C.) WATER BARRIER OF QUALITY URATHANE CAULKING RIGLET 3/8" BACKER ROD AND SEALANT CONTINUOUS HEAD DRIP FIN (SEALANT CONTINUOUS BEHIND FIN) #8 X 1 1/4" WOOD SCREW (4" FROM CORNER 7•• O.C.) WATER BARRIER OF DUALITY URATHANE CAULKING INSTALLATION FIN (SEALANT CONTINUOUS BEHIND FIN) 3/8" BACKER ROD AND SEALANT CONTINUOUS 3/8" BACKER ROD AND SEALANT CONTINUOUS SILL IS SLOPED AT LEAST 10' 1/4" X 3" FH TAPCON (RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD) 1 1/2" X 4" P.T. BUCK FOAM INSULATION TION CLIP 1/4" X 3•• FH TAPCON (6" FROM CORNER, 16" O.C.) 1 1/2" X 4" P.T. BUCK FOAM INSULATION do SHIM LTION CLIP INSTALLATION FIN . (SEALANT CONTINUOUS BEHIND FIN) = "' WATER BARRIER OF DUALITY ° URATHANE CAULKING 1 1/2' X 4" P.T. BUCK FOAM INSULATION & SHIM N8 X 1 1/4•' WOOD SCREW ° " 0 (4" FROM CORNER 7" O.C.) ° SILL 1/4" X 3" FH TAPCON F. (6 FROM CORNER, 12 O.C.) 4 9/16 JAMB NOTE: SEALANT, FLASHING, AND FASTNERS SHOWN BY OTHERS Y N 5 /I AI�ry C IIVIVVI�J IMPORTANT NOTE: THESE DRAWINGS ARE BASED ON OUR INTERPRETATION OF THE INSTALLER N PROVIDED TO US. THEY C X 3/8' 9De P.T. a Borole Treated P.T. Pocked II I ARE SUBMITTED FOR FINAL APPROVAL BY THE BUILDER OWNER. ARCHITECT, CONTRACTOR. % 1 2' Bae P.T. a Borate Ireoted P.T. Pocked Y Z INSTALLER AND/OR CONSUMER RESPONSIBLE TOP THE PROJECT ABD ARE NOT INTENDED TO CREATE ANT WARRANTY OR OTHER LIABILITY. WINDOWS DOORS I�j}F X 1/2 PBIID Clipped Mullion System THE BUILDEII OMNER, ARCHITECT, CONTRACTOR. INSTALLER AND/OR %� CONSUMER 13 RESPONSIBLE FOR CONPLIANCE WITH APPLICABLE X Engineering ApprOVOI/StrUCtaral by Others .T BUILDING CODES OR OTHER REGUIATIONS AND DETEPNIHING THE SUITABILITYPYTION of THE X I/Z to 4' Blue P.T. a BorOle P.T. Pocked Mufm ') IHGcTSTIDIIs L 311E PARTICULAR LION. INCLUDING THE FINAL DESIGN AR PEI NF00.CEMENT, JW NAME: PflLAWINDOW5MlDDOOR5 DATE: 00/00/09 SCALE: �i8"•f-0" X IMPACT GLAZING I FLASHING, AND SEALANT SYSTEMS FOR ALL WINDOW AND DOOR INSTALLATIONS. BUILDER: 'v/^ ���� N/^ "s X OBSCURE CLASS ID SIGNATURE OF AFMOVALI 3 X TEMPERED CLASSs LOCATION: LONGWOOD, FL PRAWN BY. J.V. F X X EGRESS I a OESCRIFIKIN: DRAWING 0: cum I ava LASS TWE: REVISION: WINDOW N40 0009'CLCV/1TION 5fAG0A5> >V111(f (500001) 4.9/16" 5/8" IN5UL5111fLD IG II7PAU PIPODLr-T5 ZOOS'OOOA I of I