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WS-16-301 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252158 Permit Number: WS-2-16-301 Scheduled Inspection Date: February 26, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ABREU, GLADYS Work Classification: Window/Door Replacement Job Address:366 NE 99 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060135560 Project: <NONE> Contractor: HOME OWNER Building Department Comments 5 DOORS AND 11 WINDOWS Infractio Passed Comments PERMIT TO REPLACE BP2004-1588 INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 25,2016 For Inspections please call: (305)762-4949 Page 10 of 33 Para wa: S-2-1o'I s 4.0"'V. Miami Shores Village Pery';it Lj Type., indows/Shatt �+ 10050 N.E.2nd Avenue NE Class/�adon W.n�/i�aar' eplacaIm Miami Shores,FL 331380000 .Ber t Status:APPROVED 'pion ' Phone: (305)795-2204 v 3 Issuct3at�a.2t10/2016 Expiration: / 1 Project Address Parcel Number Applicant 366 NE 99 Street 1132060135560 GLADYS ABREU I Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell GLADYS ABREU 366 NE 99 Street MIAMI SHORES FL 33138-2437 Contractor(s) Phone Cell Phone HOMEOWNER Valuation: $ 5,000.00 Total Sq Feet: 0 Type of Work:5 DOORS AND 11 WINDOWS Available Inspections: No of Openings:16 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:1 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee Invoice# WS-2-16-58552 $3.90 02/10/2016 Check#: 1093 $233.80 $50.00 DCA Fee $3.90 Education Surcharge $1.00 02/03/2016 Check#:1089 $50.00 $0.00 Notary Fee $5.00 Permit Fee $260.00 Scanning Fee $3.00 Technology Fee $4.00 Total: $283.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTR CAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF VIT• I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction onin Fu I authorize the above-named contractor to do the work stated. February 10, 2016 Aut Signa / Applicant / Contractor / Agent Date Building Department Copy February 10,2016 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No. Wel(o —301 PERMIT APPLICATION Sub Permit No. *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I II N 0G ` Q ��GQ 1s the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: / C OWNER:Name(Fee Simple Titleholder): S `�br Phone#: �� n r-l� Address: a A City: State: ° Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: U Phone#: � s Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �i C� Square/Linear Footage of Work: Type of Work: ❑ Additio F-1Alteration �❑ Ne ❑ Repair/Replace ❑ Demolition Description of Work: i� 12�?uw,t�-- oy -- i s?S Specify color of color thru tile: �j�, Submittal Fee$ Permit Fee$ ® O0 CCF$ CO/CC$ Scanning Fee$ ^-3 r C--k Radon Fee$ `� DBPR$ 3 " Notary$ Technology Fee$ W Training/Education Fee$ f Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Q r� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reins tion fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was raccknowledged before me this The foregoing instrument was acknowledged before me this day of Fri 20 by day of ,20 ,by 4 ' O ho is p so y no to ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: ���iiiiii iii� NOTARY PUBLIC: Sign: o ti9K3 7� Sign: Print: cD _�' :WCy� s� cD_ Print: Seal: o Seal: **��*�*******�****six****► *�r**** xxs*r**r***�***�*********.x******�****�****rix*�***�*�***�**x****�+**�***** ll APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) { �p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 WNER B DER DISCLOSURE STATEMENT NAME: S DATE: ADDRESS: -- a Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder pe it under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as myn c tract�th certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. (I—a— Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits a con Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or le folates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the constructio . Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons worki n my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and b or municipal ordinance. Initial T s 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder an are of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I un rstand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulatio Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may co=ct the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/aro/cilb/tndex.html Initial 11. 1 am aware of,and consent to;an owner-builder uilding permit applied for in my name and understands that I am the party legally and financially responsible for the roposed o struction activity at the following address: � —Z C l �31 t Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the' mation that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be Issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for Issuing the permit.A copy of the property owners driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency Is required when the permit is issued. Was acknowledged before me this day of FU�) , 20 1,(=> By C -('7 k A-9V—JcL k--1 who was ersonally knowna or who has Produc t re License or as identificati\qe\ OWNER V � X � Cob Dr n1C.?) a �+ `i 1J i lJ G'y ` poaf sir ®r NQ 13.7 per �xl� Kr� n a r . 0 4 �o � ro[2`f -r G. S. �� . �°°� ' •� I l t " Ado �edr«�M s 2 L4 eo o vwv san • . 4"- - roo .� 3 f �—_1 Doors �V/ M I A M 0ADE MIAMI-DARE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUII.DING CODE COMPLIANCE OFFICE(BCCO) 140 NEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Andersen Corporation 100 Fourth Ave.North Bayport,MN 5503 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series"Derma Shield"Vinyl Clad Wood Casement Window APPROVAL DOCUMENT:Drawing No.W01-46,dated 07/23/01,with revision dated 08/20/03,titled "Perma-Shield Vinyl Clad WD.Casement WDW.",sheets 1 through 5 of 5,signed and sealed by Humayoun Farooq,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact , LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising oranyother purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#02-0603.01,and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Th jrA 1 NOA No 03-0919.03 p 6° iration Date: September 19,2007 J2003 roval Date: December 04pP ' / Page 1 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W0146,dated 07/23/01,with revision dated 08/20/03,titled "Derma-Shield Vinyl Clad WD.Casement WDW.", sheets 1 through 5 of 5, signed and sealed by Humayoun Farooq,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per TAS 202-94. 2)Uniform Load Static Air Pressure Test,per TAS 202-94. 3)Water Resistance Test,per TAS 202-94. 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with the manufacturer's parts and section drawings marked-up by Architectural Testing Inc.report No.ATI-02-45335.01 dated 05/21-23/03,signed and sealed by Joseph A.Reed,P.E. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,PA 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a vinyl clad wood casement window,prepared by Architectural Testing,Inc.,Test Report No.02- 33449.01,dated 9/10/01,signed and sealed by Allen Reeves,P.E. (Submitted under previous NOA#02-0603.01) 3. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,PA 203-94 6)Forced Entry Test,FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of a vinyl clad wood casement window,prepared by Architectural Testing,Inc.,Test Report No. 02- 33001.01,dated 2/1/01,signed and sealed by Allen Reeves,P.E. (Submitted under previous NOA#02-0603.01) Theodore Berman,P.E. Deputy Director,Product Control Division NOA No 03-0919.03 Expiration Date: September 19,2007 Approval Date: December 04,2003 E-1 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of a vinyl clad wood casement window,prepared by Architectural Testing,Inc.,Test Report No. 02- 33003.01,dated 2/8/01,signed and sealed by Allen Reeves,P.E. (Submitted under previous NOA#02-0603.01) 5. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of a vinyl clad wood casement window,prepared by Architectural Testing,Inc.,Test Report No. 02- 31312.01, dated 3/9/99,signed and sealed by Allen Reeves,P.E. (Submitted under previous NOA#02-0603.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis,prepared.by Al Farooq Corporation, dated 1/2/02, signed and sealed by Humayoun Farooq,P.E. 2. Anchor Calculations and glass analysis,prepared by Al-Farooq Corporation, dated 2/5/03, signed and sealed by Humayoun Farooq,P.E. 3. Complies with ASTM E1300-98. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.01-1204.01 issued to E.I.Dupont DeNemours for "Sentry Glass®Plus"dated 1/17/02,expiring on 01/14/07. 2. Notice of Acceptance No.01-0205.02 issued to Solutia Inc. for"Saflex/Keepsafe Maximum dated 05/17/01,expiring on 05/21/06. Theodore Berman,P.E. Deputy Director,Product Control Division NOA No 03-0919.03 Expiration Date: September 19,2007 Approval Date: December 04,2003 E-2 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBAUMD F. STATEMENTS 1. Statement letter of conformance,dated 09/13/03,signed and sealed by Humayoun Farooq,P.E. 2. Statement letter of no financial interest,dated 09/13/03,signed and sealed by Humayoun Farooq,P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code(F.B.C.). eodore Berman,P.E. Deputy Director,Product Control Division NOA No 03-0919.03 Expiration Date: September 19,2007 Approval Date: December 04,2003 E-3 50 1/2'MAX. 71 7/8-MAX. WINDOW WIDTH WINDOW WIDTH �� p 27 7/32'MAX. 27 7/32'MAX. 22 31/32-MAIf. 22 31/32-MAX. n 3 SASH WIDTH SASH WIDTHSASH WIDTH SASH WIDTH ?D .r ® ANCHOR CUPS `Z. 24'MAIL 24'MAX SEE SHEET 3 p o m O.L.OPG. D.L.OPG. FOR QUAIMIES AT HEAD/SIIL 193/4' 193/4' 19M33/4" N FALSE MUNTIN O SURFACE APPLIED ® ANCHOR CUPS DL.OPG. O.L. OPG. D.L.OPG. ® SIEEHSHET3 A SKEETSEE FOR QUANT FOR QUANTITIES AT JAMB QUANTITIES AT HEAD/SIIL —— — HENT/SILL Ord n \ I ® L) p � ® A Al Cp ��m ii 1/ \LJL__ 8 — -- — — ®SNC OR C 4S p ma} --i11r�— -- FOR OUANTOIES AT JAMB 3 i� CHART LOCKING POINTS _ LJL--- _-_JL�_= SEE —7—�r--- ---fr— I Iff � / j C �I F _ tI I 70 m o __ �__ _= r=== I / - L IV — STATIONARY SASH CUPS Z � Zo TYPICAL ELEVATIONS �1)PER HEAD&SILL K$ k TESTED UNITS OR QUANTITIES•JAMBS SEE CHART LOCKING POINTS WOW.HEIGHT NO.OF N0.OF O SEE CHART UPTO KEEPERS STAT:CUPS Now I AT SASH AT STAT.JAMB 'PERMA—SHIELD' VI YL CLAD WOOD CASEMENT WINDOW (IMPACT z9-3 e• 1 1 0 40-13/16- 2 2 WINDOWS GLAZED WITH L MINATED GLASS RATED FOR 59-7/8' 3 3 LARGE MISSILE IMPACT A ) REQUIRE NO SHUTTERS. 71-7/8- 3 4 APPROVAL APPLIES TO S GLE, DOUBLE AND TRIPLE WINDOWS 8 IN ANY COMBINATION OF ELATING OR STATIONARY UNITS. wY �YlY1 0 p08.0919.09 .ar. j z 'gill cgig THIS PRODUCT IS DESIGNED l COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA 3UILDINO CODE Q ALSO FOR WIND LOADS AS ER ASCE 7-88.ASCE 7-93,ASCE 7-95 OR Ener H T ASCE 7-98 AS REQUIRED 'PREVAILING BUILDING CODE ,7RUO{yR'a 087 WOOD BUCKS BY OTHERS ( IN. 2X4 GRADE 2 SYP), MUST BE ANCHORED F CRN 3= 6 PROPERLY TO TRANSFER LO IS TO THE STRUCTURE. ANCHORS SHALL BE AS JSTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. drawing no. ANCHORING OR LOADING 3NDITIONS NOT SHOWN IN THESE DETAILS WO1-4B ARE NOT PART OF THIS PPROVAL SEP 0 9 2003 sheet 1 of 5 DESIGN LOAD CAPAC Y - PSF (SINGLE UNITS) DESIGN LOAD CAPACITY - PSF (DOUBLE UNITS) DESIGN LOAD CAPACITY - PSF (TRIPLE UNITS) GLASS TYPE 'A' OR 'B' GLASS TYPE 'A' OR 'B' GLASS TYPE 'A' OR 'B' a WINDOW UNIT WIDTH UNIT h VENTING (X') STATIONARY (0) WINDOW UNIT WIDTH UNIT HT. XX. OX, XO OR 00 WINDOW UNIT WIDTH UNtT HT. XOX, OOX, XOO, 000 OR XXX OESCRIP'nON INCHES INCHE EXT. (+) INT. (-) EXT. (t) INT. (-) OESCRIPTION INCHES INCHES E1CT. (t) INT. (-) DESCRIPTION INCHES INCHES EXT. (+) INT. (-) 1 1 S CR12 17' 67.0 82.0 67.0 1 82.0 CR23 33-3/4' 67.0 71.0 C33 71-7/8' 35-15/16' 67.0 71.0 p o ro CN12 20-1/2° d67. 820 67.0 82.0 CN23 40-3/4" 87.0 71.0 C335 71-7/8' 40-13/16• 87.0 71.0 `� 24-1/ • 35-15/16' C12 24•-1/8• 820 67.0 82.0 C23 Q. 67.0 71.0 C34 71-7/8' 48' 60.0 64.0 CW72 28-3/8' 820 87.0 82.0 CW23 58-1/2• 87.0 71.0 0345 71-7/8' 52-13/16" 80.0 84.0 CR125 17' 82.0 67.0 82.0 CR235 33-3/4• 87.0 71.0 C36 71-7/8' 59-7/8' 60.0 84.0 �,`ILc CN125 20-1/2' 82.0 67.0 82.0 CN235 40-3/4' 87.0 71.028-3/I4D-13/18' C12S 24-i/8` 820 87.0 82.0 C23S 48• 87.0 71.0 CW125 28-3/8" 820 67.0 82.0 CW235 56-1/2' 67.0 71.0 p a CR13 17' . 82.0 67.0 82.0 CR24 33-3/4' 67.0 71.0 CN13 20-1/2' 67.0 820 67.0 82.0 ' CN24 40-3/4' 67.0 71.0j 013 24-1/8" 35-15/• 67.0 820 67.0 820 C24 48' 48" 67.0 71.0 LiI CW13 28-3/8' 87.0 820 67.0 82.0 CW24 56-1/2' 67.0 71.0 CXW13 35-15/16' 67.0 82.0 67.0 82.0 CR24S 33-3/4' 67.0 71.0 CR135 17" 67.0 820 67.0 82.0 CN245 40-3/4' 52-13/18' 67.0 71.0 .LZ CN135 20-1/2" 67.0 820 67.0 82.0 C245 48" 87.0 71.0 � C135 24•-1/8' 40-13/1 67.0 820 67.0 82.0 CW245 58-1/2' 67.0 71.0 � CW135 28-3/6' 87.0 820 67.0 82.0 CR25 33-3/4' 87.0 71.0 0 CXW135 35-15/18" 67.0 82.0 67.0 82.0 CN25 40-3/4' -7 8, 63.7 67.5 Z h GR14 17" 67.0 84 2.0 825- / 64.0 10 CN14 20-1/2" M167.0 82.0 87.0 82.0 CW25 56-1/2' 60.0 64.0 ZZ W C14 24-1/6" 48' 82D 67.0 820 CR255 33-3/4' 60.7 64.3 o ^ CW14 28-3/8° 820 67.0 82.0 CN255 40-3/4' 60.0 84.0 O tL 64-13/16" _ CXW14 35-15/18' 85.0 60.0 65.0 CZSS 48° 55.7 59.4 Q 7 g CR145 17' 820 67.0 82.0 CW255 58-1/2" 50.0 520CN145 20-1/2` 820 67.0 1 82.0 CR26 33-3/4° 58.0 61.9 14 E e 8 C145 24-1/8• 52-13/1 67.0 820 67.0 82.0 CN26 40-3/4' 55.0 58.0 CW145 28-3/8" 67.0 82.0 67.0 820 C26 48' 71-7/8" 55.0 58.0 CXW145 35-15/16' 60.0 65.0 80.0 65.0 CW26 56-1/2" -50.0 52.0 CRIS 17' 87.0 82.0 67.0 71.0 CN15 20-1/2" 59-7/8 64.0 68.0 67.0 71.0 � C15 24-1/8° 64.0 68.0 67.0 71.0 CW15 28-3/8' 64.0 1 68.0 87.0 71.0 .092'HEAT STREN'D CLASS .151'ANN.GLASSE61�I�M�1 $ ibis .D� o 3 CR153 17' 80.0 64.0 67.0 71.0 A [�Y 090 PVS INTERLAYER 090 PV8 INTERLAYER CN155 20-1/2' 60.0 64.0 67.0 71.0 BY'DUPONT'OR'SOLUM' BY'OUPONT'OR'SOLUM' 84-13/1 ' C155 24-1/8' 80.0 64.0 67.0 71.0 BY ' CW155 28-3/8° 50.0 520 67.0 70.8 092°HEAT STREN'D GLASS. 151"ANN CUSS fOlv6" CRIS 17' 61.8 65.6 67.0 71.0 DOW CORNING SIIJCONE DOW CORNING SIUCONE o g DC983-2 OR $� DC983-2 OR CN16 20-1/2° 60.0 84.0 67.0 71.0 DC-1350 �4 DC-13M -All ffi C16 24-1/8' 71-7/8' 60.0 64.0 67.0 71.0 p i Q d g<m CW16 28-3/8" 50.0 52.0 65.5 65.5 p^ 04 i! pq ®, ® Engr: UId MIN CAR , •B c L>a VINYL SPACER W VINYL SPACER STRUCTURES S 51 FLA PE 185117 3 CAN. GLASS TYPE 'A' GLASS TYPE 'B' 9/32' THICK NOMINAL 3/8' THICK NOMINAL dmwtng no. IMPACT RESISTANT GLASS SEP WO1�4G SHUTTERS NOT REQUIRED U S 2009 sheet 2 of 5 VCHOR CUP ANCHOR CUP 1-1/2"X 3"X 030'STEEL TYPICAL ANC14ORS 1-1/2'X 3'X.030'STEEL (1) MID WIDTH 2 PER CUP (2)AT 10'O.C. TPS ANCHORS WOOD BUCKS NOT 8Y ANDERSEN, MUST SUSTAIN SELF TAPPING�SCREWS� As X 1' 2 PER OLTP LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 2.PER CUP® e " SELF TAPPING SCREWS ® < THEM TO THE BUILDING STRUCTURE. ..2.PER CUP d.' ..d a d..Q d a d.a < . ad a a,. a d d,. �, a d,< C 3/4' t t�1 d MIN. p� n 1 U (3F Wig 3 19 ® 0 � O 1e a Al pt4IE; pa�l u� 18 SINGLE AND DOUBLE UNITS: (PROVIDE ANCHOR CUPS AT 1)AT`C(LL AS ENTER OF EACH SASH �] i3 TRIPLE UNITS: (1) AT CENTER OF END SASH 17 ! 1 18 is 3 s/CSCR E (2) AT MIDDLE SASH SEE ELEV. C ' I f? Q F m ! (z PER C ®ST.SW o' TYPICAL ANCHORS A— As sMs Z ! INTO 2BY WOOD BUCKS OR WOOD STRUCTURE ] 1 $ o 1-1/2' MIN. PENETRATION INTO WOOD W L. B— 3/16" m TAPCONS (8Y ELCO) OR ZZ� c " EQUNALENT CONCRETE ANCHOR Q$g W THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY I - ! z 1-1/4" MIN. MASONRY EMBED. 1 [pry 1 ■ 1 1 LOCKING OPTIONS: � 12 ,� SURFACE MOUNTED LOCK WITH KEEPERS ON SASH BY AMEROCK CORP. 11 > is t0 1 (1) POINT LOCK FOR WINDOWS UPTO 28-3/8" HEIGHTS. WR 16 (2) POINT LOCK FOR WINDOWS UPTO 40-13/16" HEIGHTS,(3) POINT LOCK FOR ALL BIGGER HEIGis _iMeyhe�� '0919.08 le 3 � o�$Dsa. as g<m I Engn 0..' UNA PAROOQSIRUCTURES 1 0 i' r n ti7. HHI C CAN S SELF TAPPING SCREWS 2 PER CUP SELF TAPPING SCREWS - no ANCH7 CLIP TYPICAL ANCHORS 2 PER CUP dmwin ANCHOR CUP TYPICAL ANCHORS P Q 9 2003 yy019 46 1-1/2'X 3'X .030' STEEL 2 PER CUP 1-7/2"X 3"X.030"STEEL 2 PER CUP (1)AT MIL WIDTH (2)AT 1s'O.C. $heat 3 of 5 ANCHOR CLIP �CJ� iSY 0 20Y 1-1/2'X 3'X.030'STEEL S TYPICAL ANCHORS WOOD UCK SEE CHART•LEFT JAMB VPIR.. 1/4. AAX SHIA wr 3 © O g8 X 1'SCREWS O 1/ MAX 2 PER CLIP SHS I ------- ------ I y� a �a$�M ® 1 •;.p O .mga I •° a^ WOW.HEIGHT aNcnort OF UPM AT EACH JAMB 7 24-1/8- 1 48' 2 71-7/B' 3 - _ ANCHOR CUR ° F o EQUALLY SPACED AT JAMS '° Q 030-STEE SEE TVLM FDR QUMITITIE 20 a eS�I� t 13 21 4 VENT WIDTH VENT WIDTH $ � WINDOW WIDTH - e EXTERIOR G 4 o o b b n 18 �� Adfts Asopti— 03 D.L. OPG. D.L.OPG. sTRUOTURE3 S FLA.N .8 19„y7 VENT WIDTH VENT WIDTH 49JB $ b _ drawing no. EP 0 92003 W01-46 sheet 4 0, 5 L277--� 44M W,703 ITEM 9 NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SDPPLIER/RENARBS •� —2850 �•�-.969 1 30835 AS REOD. FRAME HEAD/SILL WOOD ANDERSEN L400 I V I .3912 30838 AS READ. FRAME JAMB WOOD ANDERSEN T— 73 - OPTIONAL EXTENSION JAMBS WOOD ANDERSEN .648 T 3 4 30838 1 POST MULLION WOOD ANDERSEN —� 5 30058 1 CASING MULLION p S Am 6 �e.� s 7 30013 4/SASH SASH RNVETLE WOOD ANDERSEN L746 .941 B - 2/WOW. VENT STOP JAMBWOOD ANDERSEN p B 30848/48 1/WOW. VENT STOP HEAD WOOD ANDERSEN VINYL CLADDING FRAME HEAD/SILL VENT STOP SILL 1D 3DB43/45 1/WDW. VENT STOP sU WOOD ANDERSEN 1.277 4.10 11 - 30184 AS REOD. GLAZING BEAD PK - p O �I M1 IF---2000 12 30810/12 1/SASH ROTO OPERATOR STEEL AMEROCK CORP. a L4Q0 L —2aS0 r'• I 13 3°442 1/SASH SNUGGER ALUMINUM - �O a am r 14 A X 1/2" - SNUGGER SCREWS AT 1-1/2•FROM ENDS& 12'O.C. � Tn .468 •406 ,� is 30053 - STATIONARY SASH CLIP GALV.STEEL - L109 .796 891 18 1381408 2/SASH HINGE ASEMBLY AT TOP&BOTTOM OF SASH STEEL AMEROCK CORP. 17 AS READ. LOCK W/KEEPERS ON SASH STEEL AMEROCiC CORP. b 18 30213 AS READ. WEATHERSTRIP STILE .93 .944 I B'3� .985 19 30021 AS REQD. WATERBAR WEATHERSTRP O .941 F-- 20 30871 1/SASH SASH REINFORCING SWR ALUMINUM FOR 64-13/18•&71-7/8'%DW.HBGHTS My F VINYL CLADDING FRAME JAMB VENT STOP HEAD < $' 27 88 X 5/8• - REINFORCING BAR SCREWS - AT 11'O.C.MAX. C .. 2000 1.400 J-5546 22AS REQO. BRAD NAILS 1-1/2'LONG GALV.STEEL - h23 30172FOAM WEATHERSTRIPPING _ _403 wd COPED CORNERS WITH ALLWOOD TO BE PONDEROSA PINE OR EQUAL WK-cumNa-cam9mm— IS3 STAPLES PER CORNER MITER CUTL141 cis (1-1/2'X 2'X 16 GA.} WELDEDALL AROUNDLa10 eL122 VINYL CLADDING VENT RAIL/STILE VENT STOP JAMB COPED CORNERS WITH 3 STAPLES PER CORNER �z.07o--{ (1-1/2•x 2•x is GA.) A 2 c� .V.704 688 / LL2344 f L__.���JJJ #12 X SCREW 87 125 CENTER POST CASING �BOD11i`i s Rog .844 1683 ® I i Pz I ® a 0 b24 FRAME CORNERS VENT CORNERS g @>$ VINYL CLADDING CENTER POST ® a.°0° 7�F�-3.030—y , m —�L969— 68 o p 1s� OO O O I CENTER POST cORN�R Enam DR.HUMAYOUN FAM O S �, CAAL ,M 625 L O O o ai IuI ,160 543 F^--L719--I .899 MS drawing no. -03G .Ba2 ® W01-46 EXTENSION JAMB (HEAD/JAMB/SILL GLAZING BEAD STATIONARY SASH CUP ANCHOR CUP SASH REINFORCING BAR sheet y of $ M I A M PADE MIAMI-DARE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 .FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Andersen Corporation 100 Fourth Ave.North Bayport,MN 55003-1096 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes..If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series FWG"Frenchwood Gliding"Wood Sliding Glass Door APPROVAL DOCUMENT:Drawing No.DADE-FWG-IM PACT,titled"UNU,FWG—IMPACT",sheets 1 through 4 of 4,dated 2/19/00 with revision B dated 4/25/00,prepared by the manufacturer,bearing the Miami- Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has-been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#00-1011.08 an¢sons' g�71 as well as approval document mentioned above. The submitted documentation was re vie e ,,P.E. NOA No 03-0415.17 Expiration Date:June 22,2008 Approval Date:May 15,2003 Page I Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DADE-FWG-IWACT,titled"UNIT,FWG—IMPACT",sheets 1 through 4 of 4,dated 2/19/00 with revision B dated 4/25/00,prepared by the manufacturer. B. TESTS Submitted under NOA#00-I0.1I.08 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of a wood sliding glass door,prepared by Architectural Testing Inc.,Test Report No.ATI-02-31214.01, dated 04/28/99,with addendum letter dated 05/12/2000,all signed and sealed by Allen N.Reeves,P.E. C. CALCULATIONS 1. Anchor calculations and comparative analysis,dated 4/09/03. Submitted underNOA#00-IOIL08 2. Fastener Installation Analysis Report,Project#99-0208,dated February 19, 1999, with revision#1 dated May 19,2000,prepared, signed and sealed by Richard Boyette,P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02-0828.15 issued to E. I. Dupont DeNemours., for "Dupont Butacite®PVB",approved on 11/21/02 expiring on 12/11/05. 2. Notice of Acceptance No. 01-1205.02, issued to Solutia Inc., for "Saflex / Keepsafe Maximum",approved on 5/17/01 expiring on 05/21/06. E. STATEMENTS 1. Statement letter of no change,issued by Andersen Corporation, signed by Chris Richner,dated 4/10/03. F. OTHER 1. Notice of Acceptance No. 00-1011.08 issued to Andersen Corporation,for their Series FWG"Frenchwood Gliding"Wood Sliding Glass Door, pro ed on 06/07/2001 and expiring on 06/22/2003. Manuel reAft,P.E. Product ContrE aminer NOA No -0415.17 Expiration Date:June 22,2008 Approval Date:May 15,2003 E-1 8,000 21LOW O.C. S MAX..AM A SAW MAX. MAIL C aeRA� tM.O1a000 W MAX. Max. / i p " D B B gy,2S0 yAx, •� —^� 95.250 MAIL ACTIVE STATIONARY UNTT WIDTH UNIT WIDTH i (X) (0) 4.281 STATIONARY FWG-4380 150-83 FWG-8080 .45/-50 (0) FWG-3380 +50-63 i 5.5W FWG-SOW +45-60 FWG-2880 +50-63 FMC-a3stt 150-63 FWD-80611 +45-W RMKi-33611 +SO-63 FWG-60611 +45/-FA FWC-29811 r50-63 FWG-YA611 +43f-SO FWG-4368 +50-63 FWG-8088 t{5-80 / FWG-3]68 +SO-83 FWC-6088 t45�O / 26.000 O.C. iWG-2988 +SO-63 fWUNIT + r46-80 MAX YTP / BOTH SIDES s ( ) a 35.375 / 2MLOCO,TT°P D SIDELIGHT BOTH DES 2 PANE[ EIO.Wo IaoW s 0.0 u. Mut AX i I a , NOTES: 3.375 MAX Wi,Tl WIDTH !. 95.250 MAX UNIT WIDTH 1.INSTALLATION METHODS: WOOD 8":THE SILL IS SET IN! ICON[BACK BEDDING AND THE 2 PANEL SILLS ARE SECURED WITH THREE 110 X 2-1/r WOW SCREWS OR TAPCONS. THE JAMBS ARE SECT ED WITH FOUR OR FIVE 110 X 2-1/r HOOD SCREWS OR TAPCONS THROUGH EACH JAMB INTO OPENING. PR0Dl=RUAWM—m TRE HEAD IS SECUM WI114 TWO TO FIVE 110 X 2-1/r WOOD SCREWS OR TAPCONS THROUGH HEAD INTO OPENING SPACED IF FROM EACH JAMB AND 20 O.C.MAIL 0]e BmP WIfIt�f�E1Qy SAW f�D AS COMWING WWTH THE MASONART:IAPCON SPACING AND L ASTON IS THE SAYE AS WOOD SCREW SPACING AND LOGTION. 2, HEAS INOIK NEE;i s: AccePbma EX No (Xg 'r pA •�7FFYF1,�((V(�M NEAT GLAZING SPE HIENEO:THC LIMITS NT 12C 3/6 THICK LAMINATED GIA55 FABRICAtEO k COMPOSED OF 11X0 NOMINAL S/3Y NEAT STRENTNENEO SHEETS WITH A.080'PVB GRAY OR CLEAR INNER LITER YANUFACIREO W W OR SOL 'A' ANNEALED:THE LIMITS UTILIZE 17/ '(.532)NOMINAL THICK LAMINATED GLASS FABRICATED 6 COMPOSED OF TWO NOMINAL 7/3rANNEALEO SHEETS WITH A.090'CRAY OR CLEAR PVS INNER LAVER �. TtmNTRGLDMSt�N MANUFACTURED BY WPO OR SOLUIIA WA2IFxI u[naro: D ) BUI WIDE CQMP(.IANCEO CE CUSS IS SET FROM 711E INTERIOR WHIT ONE OR TWO COMPONENT SILICON[BEDOEGOING AND THEN THE GLASS IS BACKCUZED WITH SILICONE.WOW STOPS ARE USED ON THE IMCRIOR, ACCEPTANCE NODD-1�1I.OS SECURED WITH 1-1/r FINISHING ULS SPACED B'ON CENTER 3.GL455 BITE-.55r. tRM A.FRAME CONSTRUCTION, UNIT. FWG - IMPACT CORNERS ARE COPED.WIYEO.CLUI 0 FASTENED USING FOUR 110 X 2-1/r WOW SCREWS PER HEAD JAMB CORNER AND THREE 110 X 2-1/r WOW SCREWS PER SILL JAMB CORNER.THE SILL FILLER BELOW THE STATIONARY PANEL IS I INFORCEO WITH THREE OR FOUR r k 3/B'PISSED ALUMINUM ANGLES(RETAINING BLOCK)POSITIONED r.2r,ar h 46'FROM FRAME JAMB AND IS SECURED TO THE SILL WITH SIX .250'X.730 901TS. Andersen Corporation S.PANEL CONSTRUCTION C 9u7PnL W 1Gnro4elt 35W] THE WOOD PANELS CONTAIN BLIND ORTISC ANO TENON,DOWEL.SECURES MA REDET[THE R FRAME ION.THE X 1-3NARY PANEL IS SECURED t0 THE FRAME WITH FOUR OR WITH W X 1'sGRCwS TMEIXA'dE THE SILL ,,,,.•,_,.,,�..,a,,. _-„e.,�.�,� � INSERT FIANCE INTO PANEL.TEE t RAIL OF TIQ S7A710NA41'PANEL IS SECURED 70 THE FRAME WIM A I-3/4'x t-S/6 ANGLE METAL BRACKET.iH[DRACKET IS SECURED WITH 1W0/8 z Y SCREWS INTO THE PANEL @ THREE B X I'SCREW INTO THE FRAME. THE OPERATING PANEL WAS HELD I THE WIDE(RACK USING A I/r z 1/2'wOW/V1Nn GLIDE STOP WHICH WAS SECURED 10 THE FRAME WITH 18 X 1-1/2'LONG SCREWS SPACED IF ON CENTER. 8 4 5 W swNo ncoar-aoswuna ulA 4u Aon atom A 2 I9 9 �anJ��19/88 OXMHaO NAmfA 6.WCAIHERSTRIPPING: REVISION DARE-FWG-IMPACT .53F'vLNn FLAP.2 ROWS AT MEE VC STILES.ONE ROW EACH SIM..27V VINYL LEAF.ONE ROW AT STATIONARY PANEL JAMB&HEAD..250'DIAMETER VINTL BULB.ONE ROW AT OPERATING PANEL MEETING STILE. FWG-BO80 48.000 1 92.141 FWG-8080 93.230 95.50D FITC-8080 1 5 5 St 14 DIAMETER TAFCON - SIM - FWG-6060 38. 92.141 MG-6060 71150 95.500 FWO-6080 5 - ] 50 SCREW 10 X.3 - STEEL -0375 0.134 FWG-5060 30.000 92.141 FVA-5080 59,250 95.500 FWG-5080 3 49 SCREW, 0 X.7 - STEEL - M-80611 4879.016 FWO-80611 95.250 FWG-1108%1 4 5 48 BOLT..? x.7 - STEEL 0150 0.750 FWG-60611 000 79,016 FWG-6061-1 71.230 .375 rWG-8081-% 4 47 JAMB.SIDE,SIDE LIMHI ASSEMBLY 30289 Pt NYL 1375 5975 iWC-50811 30.000 79.016 FWG-50611 59.250 82375 FWC-50811 4 3 46 STOP OUTSIDE SIDE Up0 50231 ALUMINtMA 0.438 1.03t 1-110-8088 4&000 76.141 FMC-8068 95.250 79.300 FTW-BOSS 1 S 65 SCAIANi OC 88]-2 OC 3-011 21050012 33 SILICONE' - 3/6 LAMINATED FWG-6058 38.000 76.141 FWG-6DS8 71.250 79.500 FbC-FASB 4 3 44 JAUS.HEAD 31=8 PI 5975 1375 GLASS FWG-5088 30.000 76.141 FWD-3068 59.250 79.500 F7YC-5088 4 3 43 PARTING STOP BRACKET 51051 ALUMINUM 0.832 8.000 FMA-4380 48. 82.141 FBG-4380 50.000 iWC-380 5 Z 42 SEALANT OC 983-2 OC9-1350 MDSOD12 42 SILICONE - - rWG-3380 36.000 92.141 FWG-3360 38.000 93.300 FIIG-3380 5 2 41 SORE e%1'FIAT HM 3970910 STEEL - - 5/321 AT 1`110_2950 30.000 92.141 FW-29M 32.000 95.500 FWG-2880 5 2 40 BRACKET 51177 STEEL 1.718 1.657 5/321 HEAT SIRENGTI IED FWU-43811W8n9.016 FWC-43611 50.000 82375 FWG-43811 4 2 39 .250'DIAMETER SILICONE BULB 51019 SILICONE - SO4ENGTHENED FMA-33611 .016F11A-33611 SO.000 82.375 rWG-33811 4 36 SCREW 7%. 3621100 SIEMFWG-295119.016FWG-2961132.000 82.]73FWG-29811 4 2 37 SCiIEW, e%1.000' 3871110 STEEL7iMT.-43886.141FOt-4388 SD.000 79.500 FWC-4368 1 38 SCREW 8 X 1 3621250'FWG-]3888.141FWG-3388 7.500 fWG-3368 a 2 33 FIANCE.HEAD SOD61 V1N1F11G-29688.141FNG-2988 4 2 34 GUIDE,SCREEN !0101 VINYL 1.125 0.988 UNITUNIT f OF SCREWS /OF SCREWS 33 FLASHING HEAD 50053 ALUMINUM 1312 1335EIMR5521 DES, �A DEi THROUCM THROUGH 32 STOP,NERD PARTING 51039 VINYL 1.030 0391 MASS SITE 01t P YENS ONS UNIT DIMENSIONS EPLII JAfiB HEAD 31 STOP.HEAD INSIOE 51038 P1 NYL 0.765 0.719 30 RAI% IOP STAT IT 51 1 PINE 4.43$ 1.719 PAIL 70P OPERATING 5102t PINE 4.438 1.719 45 V - BEAD SILICONE AFTACIIYEM OF SIDE JAL®S TO HEAD JAMB 26 STOP GLAZING RAILS 51195 PINE 0 0975 40 1 BRACKET ATTACHMENT Or STATIONARI'PANEL TO FRAYS 27 PN BOTTOM PAIL STATIONARY 51020 PINE 8.594 1.719 8 36 6-12 9 X 1. ATTACHMENT Of INSIDE TOP TO HEAD JAMB 26 RAIL BOTTOM RAIL OPEWING 51020 PINE 8.894 1.719 37 5 SCREWS.18 X I+O0T STATIONARY PANEL&HEAD JAMB 25 ASSEMBLY.WHEEL 51052 STEEL 37 12-14 SCNE'N5, 0 X 1. ATTACHMENT OF SILL Fit1El4 TO BOTTOM RAIL 24 MILER,BOTTOM RAIL OPERATING 31050 VINYL 1.855 0.931 12 49 10-1-2 SCREWS. s X 0.7 -ATUCMYENT OF SI STOP 70 510E JAMB 5�I.IGHT 23 BLOCK RETAINING 51013 ALUMINUM - 37 4-6 SCREWS,f6 x 1.000 AnACHYENT STATI PANEL TO FILLCR 22 FILLER,SILL 51 VINYL 2300 1.774 16 t4 SCREWS, 10 X 2 ATTACHMENT OF SIDE JAL®S TD HERO JAM85 AND SILL 21 SILL INSIDE PIECE 30095 ALItYINUY 1.937 1.164 50 4 SCREWS,f TO X 0.375 ATTACHMENT nA N NC BLOCJ4 ILL t1 PER BLOdc 20 SILL,OUTSIDE PIECE 50154 AUYINUY 0.448 3197 48 6 B0.T.0.2 11 0.SO' ATTACHMENT OF SILL FILLER TO SILL 19 THERMAL SILL 4 VINYL 1988 1938 3/8'HEAT STRENGTHENED IAM 4TEO 17 8-10 NAIL FINISH 40 i ATTACHMENT TRIM O S 18 WOOD SCREW. 10 X 2 OR TAPCGH 3620470 - GLASS CONSIRUCIION ITEM/ QTY. DESCRIPTION LOCATION 17 NAI FINISH 4D - STEEL - (SArLE%OR BMTACITE) 16 NAIL FINISH 1 3 STEEL - - FRAYE FASTENERS LIST IS PLATE.STRIKE 2573M STEEL 14 INIF%OCIL,OPERATING 51 111 YINTI. 0.738 1.925 13 IN7ERLOM4.STATIONARY 5 148 VINYL IX738 1.144 45 BEAD SILICONZ ATTACHMENT OF GLASS 70 STILES& LS BACK INC 12 LOCK OUT - ^ 42 BEAD SILICONE All Of CAA55 TO STILES&RAILS BED GLAZING 11 JAMB OPEIWING SIDE4=2PINE 5.375 1374 7 am SILICONE EXTERNAL FILLET BETWEEN GLASS At PANEL SURROtR,m 10 JAMB.STATIONARY SIDE 50017 PINE 3.873 1375 18 20 NAL FINISH 1. MZMENT OF INSIDE MASS STOP TO STILES 9 ialY JAMB ISI PINY 3.141 0.344 IS 12 NAL.FINISH 1.4-- 'ATTACHMENT OF INSIDE CLASS STOP TO RAILS B HANDLE 2573514-5 BRASS - 17/]r LAMINATED- - 2 DOWEL .4]8 X 6. ATTACHMENT OF BOTTOM RAIL TO SULE5 7 SEALANT OC 791 MMW34 35 36 SILICONE - 2 DOW0. .438 x 5. ATTACHMENT OF 711 L TO StILES 6 SPACER CtA98 VINYL 0375 1.000 GLASS 8 SCREWS. IO X 5 ATTACHMENT TILES TO LS STATIONMT ONLY S GLASS.LAMINATED 04170 - ^ .080 PVB 38 11 SCPEWS. )x 0.8 9 ATTACHMENT OF STATIOMJn INIERLOUX W/5 TO PANEL 4 STILE 510E 1 LVL 1.438 I.Ii9 7/321 A EALCO ITEM f OTT. DESCRIPTION LOCATION ] TRIM.STILE 31152 PINE 2900 0367' 2 STOP,10AZItA 51196 PINE0.500 0975 7/37 ANNEALED STATIONARY PANEL FASTENERS LIST 1 i,A.GL.SIDE 50347 YINYL 1.614 0.430 I DESCRIPTION PART MATERIAL HEIGNT I WIDTH i 45 BEAD SILICONE ATTACHMENT OF GLASS TO STILES&RAILS BACK GLAZING DRAWING REFERENCE LIST 12 BEAD SILICONE ATTACHMENT OF GLASS TO St1LE5& LS BED MALIN 7 BEAD SILICONE EXTERNAL FILLET BETWEEN MARS&PANEL SURRpNM ALL PARIS YANIFACNIRED TO ANDERSEN SPECIFICATION ie 18 20 NAIL.FINISH I.Sff ATTACHMENT OF INSIDE CLASS STOP TO STILES AS NOTED BY ABOVE PART NUMBERS H t6 12 NAIL,FINISH 1. AnADMENT OF INSIDE MASS STOP TO RAILS APPROVED AS COMPIYIND WTTN THE MASITE 17 8-10 NAIL.FINISH 4D 1.500' ATTAC MENT OF TRIM 10 STILE �l ��p Z DOWEL 438 X 8 AITACIMENT OF BOTTOM RAIL TO STILES SOUTH./VIW SIBLOINO CODE - 2 DOWEL 0.438 X 5.000' ATTACHMENT OF TOP RAIL TO STILES DA Un I 37 l4 SCREWS,fe x 1. ATTACHMENT OF BOTIOU RAIL FILLER TO PANEL )0 11 MS./7%0.62 ATTACHMENT W 0 L ITEM f OXY DESCRIPTION LOCATION PR COMROLDIVISION AVE PANS FASTENERS LIST ECOMPLIANCE ACCEPTANCE PRODUCf RENEWED DUE Bo��with ftPmf& UNIT, FING - IMPACT 17/3r GLASS CM +SIRL EDED/A LLED AAOC6�1IgOX6D O gy ION Andersen Corporation Mfamt ���� B4r1+4N.Mtmm44te s500] B 4/25 A Z 19 99 .e,mKina wr lioami 041RINF UWSA� REVIs1oN 2/19/00 DADE-FWG-IMPACT sH. 2 L)1- 4 MIN EMBEOMEM 1.43(7)DIAMETERS (2)PL 12 s a Y X ar SPF �n WOOD BIC SECTION D-D MASONRY , IH MAX 2 PANEL 3 SHIM SPACE 2 39 t7 51 2 S IMERIOR 5 18 17 16 19 9 _ YXS SK WOOD em2 OR 2 MASONRY X - - 17 17 16 St _ _ S AIN42 ----- 5 VIEW VIEW 15 is 16 {2 42 r EXTERIOR 6 - -- Appppy®/gCpkpLY((-(GWRN71ffi 1 6 45 E�M E 43 ° BY AAq 39.125 MAX.(2)PL DAYLIGHT OPENING 13 38 1° 42 1 PRO 40250 MAX.(2)PL 38 �R 7 BURRING CODE E O,I g! CLASS DIMENSION 45 __ ACCEPTANCEN0. 49 { 5 °$ 250 4 10 FWG-6202W 1 3 9250 7.125 7.125 � 08° 2S0 FWG-5080 =M 21.125 59.250 46.000 MAX.PANEL WIDTH(2)PL 11 40250 39.125 95.750 FWG- 11 26.250 27.125 71.250 FDG-5061 22.250 21.125 59.250 95.250 MAX.UNIT WIDTH FWG-6066 402W 39.125 95.250 X tC SPr FWG-6M 28.290 27.125 71250 1 WOOD pr FWG-5068 21.125 BRIM 1 MASONRY FWG-4390 40-M 38.125 50.00D FWG-33W R2S0 27.125 36.000 FWG-2980 22.250 21.125 32.000 Y X E SP1' FWC-43611 40.250 39.125 50.000 SECTION B-B �2 WOOD BMCX FWG-33611 22.250 21.125 36.000 47 47 R MASONRY FWG-29611 22250 21.125 32.000 SIDELIGHT FWD-4396 28" 39.125 50.000 F16c-3369 ae2s0 27.125 3e.000 FK-2969 22.250 21.125 32.000 "414, INTERIOR 2 UNIT G1A55 DAYLIGHT WIDTH VIEW DES. DIMENSION OPENING WIDTH DIMENSIONS 51 IB5 5 16 19 51 PR.UDDCTRENEW® 7 7 9tlBliog Coda cm Fhe E1'OY)di nRc 1 a °2 46 1 AmeptmamNo UNIT, FWG - IMPACT ERIOR 4 45 MIN EM- 49 6 45 EXTVIEW 1.430(7)DIAMETERS 4 gy PNdGCE C0�0I Andersen orporationEm 1/4'MAX OAr IGHT OPENING °9 8o1Pwt,L9,n4wla ssoo3 SHIM SPACELrd�# (2)PL. °0.250 MAX.CLASS DIMENSION- 46.000 IMENSION 49.000 MAX.PANEL WIDTH A 2 19 9 r�w�Wn o1u11uN FOPIBEa REVISION 2/19/00 50.000 MAX.UNIT WIDTH spa. 3 4 °ADE-PING-IMPACT 43 43 T X 6'SPF T X 6'SPF 2 WOOD BUCK 02 WOOD BUCK OR MASONRY 10 OR YASONNY 44 (� A 11 I YIN.EMBEDMENT �\ i 1 YIN. )DIAMETERS ' ,.4r(7)DIAMETERS I.aY(7)DIAMETERS au 35 i 1 � ( 7 It 4 11 411pr 1 11 11 1 HIM MAX11 36 ,/4'MWf. 38 SNIP SPACE 33 0 g K SNIP SPACE 3] n 0 ).( .J O ! Q tl 1 Ot tl i ' tl IB 51 `� 1 18 51 1 K - 34 29 32 30 3Y 31 !1 sa a 6 g 18 8 ,6 18 42 45 45 1,1 7 45 1 1 211 80.250 MNI. 80.250 MAX. GE � GLA DIMENSION I- (2)PLDIMENSION 5 7 9 OR (Y)PL 79.125 MAX. DAYLIGHT 78.125 YA1t.EXTERIOR INTERIOR EXTERIOR INTERIOR VIEW OPENING VIEW VIEW OPENING VIEW VIEW OPENING (2)PL. l' 5 7 s APPROVED AA�S7pCCOMPLYWa tATH TK .t _l 7 45 RY19 C 4s % SECTION A-A SOUTH BUILDING CODE 45 SIDELIGHT 28 O 95.500 MAX. SECTION C-C BY g UNIT HEIGHT 6 a2 /6 2 PANEL PRO Y DIVISION IT P4ANEL�IO:IGHT PA48.000 MA)L NEL HEIGHT BUILOINO CODE COMPUANCEOPf a ACCEPTANCENO.� 18 i6 FWG-8080 80.250 79.125 95.500 42 FWG-6000 80150 79.125 95.500 95.500 MAX. FWG-5080 80.250 79.,25 9&500 UNIT HEIGHT 8 FWG-80611 67.125 66.000 82.375 ae FWG-60811 87.125 66.000 82.375 FWG-50811 87.125 66.000 U.375 T6 FWG-5058 54.250 63.125 79.500 rWG-6m 64.250 63.125 79.500 FWO-5068 64.250 63.125 79.500 27 p7 FWG=43110 90.250 79.125 95.500 FWG-3380 1 60.250 79.125 95.500 25 FWG-2980 80.250 79.125 95.500 PRODWr RENEWED FWG-43611 67.125 66.000 92.375 ' I k2.037 37 ase mply(ng vft the Florida RYC-33611 67.125 66.000 82.375 $001108 Code Mr-29611 67.125 66.000 82.375 ING 22 22 24 AccgM a NO FWG-4388 64.250 63.125 79.500 gpO Dg FWG-3388 64.250 63.125 79.500 FWG-2966 64.250 63.125 79.500 UNIT CUSS DAYLIGHT HEIGHT 20 21 Pmdad DES. DIMENSIO DIM OP ONS aB 1 HILL UNIT, FWG - IMPACT ii 11 Andersen CorporationEm �BoTpongY/6mavela 55003 19 19 B 4/25 00 ��a�.ma ro[nu msmula IwK a•u+m na.+a SPF 51 Ig T x 6 SPF A 2 19 99 ....m.v2/ O 114 NA®01 YIN.SI BFAD 02 WOOD RUCK 1/T MIN.SILICONE BEAD 12 WOOD BU[K REVISION 2/19/00 RILL LENGTH OF SILL 0R YA60NRY FULL LENGTH OF SILL OR MASONRY w. 4 4 DADE-F'WG-IMPACT M I A M NDADE MIAMI-DARE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Andersen Corporation 100 Fourth Avenue North Bayport,MN 55003 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If'this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if'it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series Frenchwood Single Outswing and Fixed Fiberglass Clad Wood French Patio Door APPROVAL DOCUMENT:Drawing No.DADE-FWO-Impact,titled"Frenchwood Outswing FWO Patio Door Unit—Impact Single",sheets 1 through 5 of 5,dated 8/18/03 with revision E dated 8/18/03,prepared by the manufacturer,bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this-NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#03-0415.16 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by 1 Pi =I�� G I NOA No 03.0625.01 { Expiration Date:May 19,2008 ® Approval Date:September 11,2003 Page 1 1_ Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.DARE-FWO-Impact,titled"Frenchwood Outswing(FWO)Patio Door Unit Impact Single", sheets 1 through 5 of 5,dated 8/18/03 with revision E dated 8/18/03. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with installation diagram of outswing French door,prepared by Architectural Testing Inc.,Test Report No:ATI-02-44378.01,dated 5/1/03, along with revised marked-up drawings,signed and sealed by Steven Urich,P.E. 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with installation diagram of outswing French door,prepared by Architectural Testing Inc.,Test Report No.ATI-02-44379.01, dated 3/18/03, along with revised marked-up drawings,signed and sealed by Steven Urich,P.E. Submitted under NOA#00-1011.01 3. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced.Entry Test,per FBC 3603.2(b)and TAS 202-94 along with installation diagram of outswing French door,prepared by Architectural Testing Inc.,Test Report No.ATI-02-32062.01,dated 05/05/00, along with revised marked-up drawings,signed and sealed by Allen N.Reeves, P.E. Manuel PK54 P.E. Product Control 92gfininer NOA No 03-0625.01 Expiration Date: May 19,2008 Approval Date:September 11,2003 E-1 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) Submitted under NOA#99-1019.01 4. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 3603.2 (b) and TAS 202-94 along with installation diagram of outswing French door,prepared by Architectural Testing Inc.,Test Report No.ATI-02-31392.01,dated 08/05/99, and test report addendum letter dated November 17,2000 and March 23,2000, along with revised marked-up drawings,signed and sealed by Allen N.Reeves. B. CALCULATIONS 1. Anchor calculations and comparative analysis,dated 4/09/03. Submitted under NOA#00-1011.01 2. Anchor verification calculations for outswing wood door under Project#99-0916, dated 09/27/99,and revised on Sept. 13,2000,prepared,signed and sealed by Richard Boyette,P.E. C. MATERIAL CERTIFICATIONS Submitted under NOA#98-0608.21 1. Notice of Acceptance No.02-0828.15 issued to E.I.DuPont DeNemours for "Dupont Butacite®PVB"approved on 11/21/02,expiring on 12/11/05. 2. Notice of Acceptance No.01-0205.02 issued to Solutia Inc.for their"Saflex /Keepsafe Maximum"dated 05/17/01,expiring on 05/21/06. 3. Test report No:#J98002651-003,dated 03/04/1998 for"Smoke Density"per ASTM E84-94,for"pultrusion".Test Report#J98002653-003 dated 04/27/1998 for"Self-Ignition"per ASTM D1929 and Test Report#J98002658-003 dated 03/05/98 for."Surface Flammability"per ASTM E162-94,issued by Intertek Testing Services,Wisconsin 4. Certification letter dated 04/27/2000 identifying"pultrusion"as"fiberglass" material,issued by Intertek Testing Services,Wisconsin,signed by Rocco J. Moro Manuel Perez,PZJ Product Control r NOA No 03.0625.01 Expiration Date: May 19,2008 Approval Date:September 11,2003 E-2 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUENUTTED (For File ONLY.Not part of NOA) D. STATEMENTS 1. Laboratory compliance letter for Test Report no. AMIN 03006,issued by Architectural Testing Inc.,dated 5/2/03,signed and sealed by Steven Urich,P.E. F. OTHER 1. Notice of Acceptance No.03-0415.16,issued to Andersen Corporation Corp., Series"Single Outswing and Fixed Clad Wood French Door,approved on 5/15/03 and expiring on 5/19/08. Manuel Perez,P. . )tduct Control NOA No 03-0625.01 Expiration Date: May 19,2008 Approval Date:September 11,2003 E-3 36.125'MAX.UNIT nDTH 35.125-MAX.UNIT WIDTH 36.125-MAK.UNIT WIDTH 10.000 -1 r A -1 'OYAAX.' 10 r D ,O.AX. , - r A tO ODD' 1 1 1 `\ I 6.000' i `\ i 8.000' \ _ MAX. - MAX. 27.000 O.C.MAX. HOOKBOLT \ 53.000• I, RECWER \ O.C.MAX / HO8."1) (48.441) RECWER \ / \ 82.313' B •. -_.._.._•.._. \. .._ FM-31805 +62-77 PSF \ MAX UNIT E -- ----._.. .._ E FM-2980S +s2-77 PSF B \ B I \ --.._. FIYO-27605 +62-77 PSF 95.438' ._._.._.._..�-._..�._.. HEIGHT i \ FWO-218M +62/-77 PSF UN R \ FWO-3161IS +62/-77 PSF T i \ 95.438' I - FWO-2961 IS +62-77 PSF I \ 1.498 - 4.537- 1 FWO-31611A +65/-80 PST MAX.UNIT FW0-2761 IS +62-77 PSF 1.496 4.537' I / FWO-29511A +65-80 PSF HEIGHT I 7WO-2161 IS +62/-77 PSF FW03161 / FWO-27611A +65-80 PSF FWO-31685 182-77 PSF I / } ACTIVE / FWO-318BA +6s-eD PSF FW STATIONARY FWO-29685 +62-n PSF h1Y03180 FWO-2968A +65-80 PSF / / STATIQNARY FWO-27685 +62/-77 PSF ACTIVE FWO-276RA +65-80 PSF ! 7WO-21685 UNIT DP RATINGS I UNIT DP RATINGS i / li 1 li (32ET 668' ✓jI / / j _TtRECIVER 17.000'D.C. (32.677).677) OOKBOL TRECRH36. MAX.TW I • C 36.688• / / IO.C. BOTH SIDES ' / MAX.TYP BOTH SIDES / I EOTH sDEs iFf"T* RE, HOOKBOLT / REC VER 6.000' HODKBOLT(6.373) j (8.373) I 4 �_..�VIED FR IM A -• VIEWED FROM A -_ DD FROM FWo-3,BDA +6s/-75 PSF NOTES: C C EXTERIO C C EXTERIOR C C EXTERIOR WERE +6s-75 PSF 1.INSTALLATION METHODS; FWU-275DA +65-75 PSF SILL:THE SILL IS SET IN SILICONE BACKBED VG. I UNIT I OF RATINGS HEAD:THE HEAD IS SECURED IN THE ROUGE 3PENING USING TWO 1/4-TAPCON SCREWS AT 10'FROM EACH ENO INTO MASONRY OR 110 SMS AT 10'FROM EACH END.THE LOCK KEEPER SCREWS ARE LOCATED ONE PER TOP AND BOTTOM KEEPER.AND TWO PER MIDSPAN KEEPER. JAP)u1DI1L1'REVIZ � MBS:THE JAMBS ARE SECURED USING 1/ TAPCON SCREWS INTO MASONRY OR#,0 SMS INTO WOOD.FASTENERS ARE SPACED AT 7•FROM ENDS AND 17-MAX.O.C.FOR THE 611A AND 68A DOORS AND SPACED AT 6•FROM ENDS AND 14•MAIL O.C.FOR 80A AND ALL S DOORS. MASONRY:TAPCON SPACING IS THE SAME A: MOOD SCREWS SPACING. peomp(ylOg A(fA�p BBH[�g 2.GLAZING SPECIFICATIONS:ONS: Acceptam No HEAT STRENGTHENED:THE UNITS ARE GLAZE WITH.410 ASTM NOMINAL(.392 ANDERSEN NOMINAL)CRAY OR CLEAR LAMINATED CLASS.COMPOSED OF ONE 5/32•THICK HEAT-STRENGTHENED ASS SHEET WITH A.090'PVB INNER LAYER MANUFACTURED BY DUPONT OR SOLUTu.AND ONE 5/32-THICK HEAT-STRENGTHENED GLASS SHEET. Dift ANNEALED:THE UNITS ARE GLAZED WITH 17, Z'(.532)NOMINAL GRAY OR CLEAR LAMINATED CLASS COMPOSED ONE 7/32-THICK ANNEALED INNER SHEET WITH A.090•PVB INNER LAYER MANUFACTURED ETY DUPONT OR SOLUTIA AND 0 7/32'THICK ANNEALED OUTER SHEET. Pftdnd GLAZING METHOD: GLASS IS SET FROM THE INTERIOR AGAINST- E SILICONE BEDDING AND THEN THE GLASS IS BACKGLAZED WITH ltd SILICONE.WOOD STOPS ARE USED ON THE I ERIOR.SECURED WITH 1500'STAPLES SPACED 8.000.ON CENTER.UNLESS WITHIN 14.000'OF CORNER,THEN 4.000'O.C. FRENCHWOOD OUTSWING (F-WO) 3.FRAME CC RUCTION: PATIO DOOR UNIT-IMPACT CORNERS ARE COPED.BUTTED.GLUED AND EN FASTENED USING FOUR#10 X 2.500-LONG SCREWS PER HEAD JAMB SINGLE CORNER AND FOUR#10 X 2.500•LONG SCI WS PER SILL JAMB CORNER. /� C PANEL CONSTRUCTION: Andersen Corporation THE WOOD PANELS CONTAIN BLIND MORTISE 10 TENON.DOWEL.SCREWED AND GLUED CORNER CONSTRUCTION. E B 18 03 Ba7pml.Mfnneaolo 55003 Em METAL PANEL-FRAME ATTACHMENT CUPS ARE .00ATED 10.000•FROM CORNERS&17.000.O.C.MAX.(STATIONARY UNITS ONLY). 5.WEATHERSTRIPPING: C 9/28 00 ewuww mn m4 wawacr.mcw¢n ano70x m^++nan. ONE ROW OF SANTOPRENE BULB AT THE PE LETER OF THE PANEL. B 4 20 W c�rmo.r+moan caaawn„pe .+ A 8 8/99 +�wa/wrz OrtumG nweER �� 6.GLASS BITE:A 0.563'GLAZING BITE WAS UTII ED ON ALL UNITS. pEyIgON 5 /18/03 sx DADE-FWD-IMPACT 1 of 5 10-14 CUP,STATIONARY PANEL ATTACHMENT FRAME TO PANEL STATIONARY ONLY 51 DOWEL,FLUTED 5000' 52190 BIRCH 5.000 0.438 20-24 SCREW, 8-18 X 1.000 ATTACHMENT OF CLIP TO FRAME STATIONARY ONLY W DOWEL,FLUTED 6.500 52190 BIRCH 6.500 0.438 BEAD SILICONE ATTACHMENT OF SILL TO ROUGH OPENING 49 COVER.JAMB SIDE HINGE 57090 BEAD NUMNE ATTACHMENT OF HEAD TO SIDE JAMBS48 COVER,JAMB SIDE RECEIVER 59091 BEAD SILICONE ATTACHMENT OF SILL TO SNE JAMBS 47 JAMB.SIDE RECEIVER 57089 4 SCREWS, B%.500 ATTACHMENT OF SILL LOCK TO SILL&SIDE JAMBS 46 JAMB,SIDE HINGE 57088 4 SGREW6,#b%.825 ATTACHMENT OF CORNER LOCKS TO HEAD&SIDE JAMBS 45 CORNER LOCK.FRAME 57026 ALUMINUM 12-16 SCREWS, X.625 ATTACHMENT OF HINGE SUPPORT PLATE TO FRAME _TT_ SCREW,#10 X 5.000 3629002 STAINLESS STEEL 2 SCREWS, 10 X I. ATTACHMENT OF HOOK13OLT RECEIVER TO FRAME 43 1 4 DIAMETER TAPCON - STEEL - - 12-16 SCREWS, 10 X.800 ATTACHMENT OF HINGES TO FRAME SCREW, 10-24 UNC%.100 PH FL 55.5NO 3622198 STEEL - - 2 SCREWS,glu X 1.000 ATTACHMENT OF LATCH RECTEVER TO FRAME 42 SCREW, 10-24 UNC%.500 PH FL.SS.TT 3622197 STEEL ul 8 SCREWS 10%2.500 ATTACHMENT OF HEAD JAMB TO SIDE JAMB SCREW. 10-24 UNC X.500 PH FL.55,W14T 3622196 STEEL - p (.A 8 SCREWS 10%2.500 ATTACHMENT OF SILL TO SNE JAMB 41 3 POINT LOCKWO MECHANISM 57139 STEEL - - 4 _ 40 57028 STEEL 3.217 3.900 PLA HI E S PO OTY. DESCRPTION LOCATION H, T 39 CLIP,ATTACHMENT-IMPACT 57075 STEEL GALV. --1 - fJ I i FRAME FASTENERS LIST 38 SCREW, 88 X 1 3620910 STEEL - - 37 STAPLE. 112 X 3 4 186.0 4220220 STEEL r r I 36 FILLER,STATIONARY PANEL 87056 PVC 1.366 0.387 35 PANEL,SILL STOP 57060 PONDMOSA PINE 0.670 0.870 34 SEAL MOS0037 SILICONE - - 20-24 SCREW. B-18• 7 ATTACHMENT OF CLIP TO PANEL STATIONARY ONLY 33 SCREW. 8 X.500 3269050 STAINLESS STEEL BEAD SILICONE ATTACHMENT OF TOP ML TO STILES 32 SCREW, IO X 2.500 36212371 STEEL 33 BEAD StUCONE ATTACHMENT OF BOTTOM RAIL TO STILES 31 RIGHT,SILL LOCK 57014 POLYPROPLENE 1.301 1.557 8-10 NAIL, 1.100 ATTACHMENT OF INSOLE GLASS STOPS TO PANEL30 LEFT,SILL LOCK 57013 POLYPROPLENE 1.301 1.557 4 NAIL. 1.500ATTACHMENT OF INSIDE HEAD&SILL GLASS STOPS TO PANEL 29 STOP,GLAZING STILE 51081 PONDAROS4 PINE 0.870 0.875 32 34 13-14 SCREWS, 0%2.000 ATTACHMENT OF LOCK MECHANISM TO PANEL 28 STOP,GLAZING RPLL 51080 PONDAROSA PINE 0.870 6.875 6-B SCREWS 70%1.500 ATTACHMENT OF HINGES TO PANEL 27 SCREW, 10 X 3.000 PKDO170 STEEL 4 SCRLY/S 10 X 5.000 i ATTACHMENT OF RAILS TO STILES 26 SPACER, LOGO GLASS 26065 PVC 0.375 0.188 ♦♦ 2 DOWEL,FLUTED 6.500' ATTACHMENT OF BOTTOM RAIL TO STILES 25 PANEL,STOP HEAD 57025 PONDAROSA PINE 0.679 1.500 �ry ® 2 DOWEL.FLUTED 5.000 ATTACHMENT OF TDP RAIL TO STILES 24 PANEL,STOP SIDE 57041 PONDAROSA PINE 0.679 1.500 ® ® 11 Ott. DESCRIPTION LOCATION 23 SEALANT OOW CORNING MOS0012 42 SILICONE - - T22 WATERBM.TOP RAIL 57046 POLYPROPYLENE 0.480 0.450 Li PANEL FASTENERS LIST - 21 STAPLE.1.500 X 14 4220500 STEEL GALV. 1.500 0.049 19 FILLER,PAIL TOP 57012 FIBERGLASS 1.644 1.572 4 FWO-3180 34.500 94.059 FWO-3180 36.125 95.438 18 FILLER.RAIL BOTTOM 57011 FIBERGLASS 1.644 1.952 FWO-2980 30.500 94.069 FWO-2960 32.125 95.438 17 FILLER.LOCK STILE 57070 FIBERGLASS 1.118 0.688 l.� FWO-27W 28.500 94.069 FVIO-27W 30.125 95.438 16 FILLER,HINGE STILE 57009 FIBERGLASS 1.118 1.609 1) FWO-213D 22.875 94.069 FY70-2100 24.500 95.438 15 W S.GASKET 52172 SANFOPRENE 0.385 0.893 FWO-31611 34.500 00.944 FWO-31811 38.125 82.313 14 RAIL.TOP 52171 PONDAROSA PINE 4.438 1.719 FYTO-29611 30.800 80.944 FWO-29611 32.128 82.313 13 RAIL.,BOTTOM 52173 PONOMOSA PINE 8.594 1.719 FWO-27011 28.500 80.944 FWO-27611 30.125 82.313 12 STILE,HINGE 57022 IPONDARDSA PINE 4.113 1.719 FWO-21511 22.875 80.944 FWO-21611 24.500 82.313 11 STILE,LOCK 57023 PONDPROSA PINE 4.113 1.719 FWO-3788 34.50078.069 FWO-3168 36.125 79.438 10 LAMINATED GLASS 04170 FWC-2968 30.000 78.088 FWO-2988 32.125 79.438 9 FLANGE,HEAD 16073 VINYL 2.166 0.394 TWO-2768 26.500 78.069 FWO-2768 30.125 79.438 8 FL7J10E,SIDE 10073 VINYL 2.188 0.394 FWO-2168 1 22.875 78.069 FWO-2168 1 24.500 1 79.438 7 SEALANT MDS0034 38 36 44 SILICONE PANEL WIDTH HEIGHT UNIT WIDTH HEIGHT 6 HINGE ASSEMBLY 57049/50 ZINC STEEL - - DES. DES. 5 SILL ASSEMBLY 57027 VINYL ALU 1.147 1 5.265 PANEL DIMENSIONS UNR DIMENSIONS 4 JAMB,SIDE 57019 PONDEROSA PINE 1.234 4.202 3 COVER JAMB SIDE 57031 FIBERGLASS 1210 2.911 VIEW C-C 2 JAMB,HEAD 1 57018 PONDEROSA PINE 1.234 4.202 I COVER,JA618 HFAO1 57030 1 FIBERGLASS 1 1.210 2.911 ITEM DESCRIPTION PMT MATERIAL I HEIGHT YAM N0. MASONRY DRAWING RffERANCE U57 FWO-3180 2 7 ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION FWO-2980 2 7 AS NOTED BY ABOVE PMT NUMBERS g FWD-2780 2 7 },- FWO-31611 2 5 PIMUCTRULSED MIN.EMBEDMENT FWO-29611 2 5 1250' FWO-27611 2 5 ROlftco✓i0 SCREWS LOCATED ON FWD-3168 2 5 p 01 41 ALL FpUR CORNERS FWO-4768 2 5 MAX. OF EACH PANEL u SHIM SPACE IT iOF 22 -asssY` `'iw'uy� 33 34 UNIT ®THROUGH SCREWS 8 DR THROUGH GH LFI 2 " DES. HEAD JAMB &R71 JAMB COBVO� DOWELS LOCATED ON STATIONARY UNITS 19 it ALL FOUR CORNERS OF EACH PANEL 7111[ 15 2 FWG-3180 2 7 11 FRENCHWOOD OUTSWING (FWO) FWD-2980 2 7 11 TY :AL DETAIL(HEAD,JAMB IN SILL) PATIO DOOR UNIT-IMPACT FWO-2780 2 7 11 MO-31611 2 5 s SINGLE FASTENV DIRECT TO MASONRY USING TAPCONS DETAIL-A- FWO-29611 2 5 s Andersen fW0-27671 2 5 9 Eky,-L -t,Cor55 0tion SCALE:NONE FWO-3768 2 5 9 Bayport.Mlrmesoto 55003 FWO-2968 2 5 9 E 8/18 03 FWO-2768 2 5 9 D 4/7 03 �rw raves UNO ®OF SCREWS @ OF SCREWS#OF SCREWSe 4 20/00 auvcas ' oaaoors.nm lam DES THROUGH I THROUGH THROUGH .0 mos x>u.xo HEAD JAMB HINGE JAMB LOCK JAMB ARL14510N9 %8/03 ��Ku1RER ACTIVE UNITS sM 2 5 DADE-FWO-IMPACT 2'X 6"SPF 2'X 6'SPF 27 'g2 WOOD BUCK 27 /2 WOOD BUCK a9 MIN.EMBEDMENT ,1 Miry aS 1 1.430'(7 DIAMETERS) EMBEDMENT a5 t i i 1.430"(7 DIAMETERS) n 1 1 i1 "CEit 1/4"MAX. 11 1/4"MAX. t1 SHIM SPACE i1 SHIM SPACE ,410 ASTM NOMINAL 11 (.392 ANDERSEN NOMINAL) 22 19 2 2 .090'PVB 79 5/32"HEAT 1$ 2S 25 SSTRENCTHENED/32-HEAT STRENGTHENED IS 14 14 C10 23 .410 ASTM NOMINAL 7 21 28 ,, (.392 ANDERSEN NOMINAL) .090"PVB 20 28 28 1` 23 `,� .583"19 80.562"MAX. 23 Z6 7/32'ANNEALED 7/32"ANNEALED GLASS 1E 28 28 GLASS DIM. Y1 21 i 7 (87.437 FOR 7 8 G1155 MAX DIM. , 611 HEIGHT) 10 7 23 SECTION A-A SECTION D-D 79.500'MAX. EXTERIOR INTERIOR EXTERIOR INTEPoOR 95.438' DAYUCM 21 MA%.UNIT OPENING ACTIVE UNITS STATIONARY UNITS 20 HEIGHT 10 95.438" 79'509"MAX. 10 (88.375 FOR Q MAX.UNIT �nT 7 410 ASTM NOMINAL(.382 ANDERSEN NOMINAL) (82.313 FOR 617 HEIGHT) \ 21 FEICHT OPENING .563"BITE HEAT-STRENGTHENED LAMINATED GLASS CONSTRUCTION. 611 HEIGHT) ( 21 GLASS 23 23 26 94.069" 31R0DUCT REVISED 28 HEIGHT 28 28 94.069" 26 23 w Wmp12I6j undo""I" MAX.PANEL > C0f0 (80.9HEIGH FOR 23 HEIGHT 23 EX..Za 0) 511 410 ASTM NOMINAL(.392 ANDERSEN NOMINAL) HEAT-STRENGTHENED IAMINATED GLASS CONSTRUCTION. ZD73 73 FWO-3180 80.562 79.500 95.437 FWO-2980 80.562 79.500 95.437 FWO-2780 80.562 79.500 95.437 FWO-2180 80.552 79.500 95.437 FWD-31611 67.437 56.375 82.313 FWO-29611 67.437 66.375 82.313 36 FWD-27611 67.437 66.375 82.313 FWO-21611 67.437 66.375 82.313 FWG-3168 64.562 63.500 79.437 I B 16 FWO-2968 64562 63.500 79.437 33 FWO-2768 64.562 63.500 79.437 2._.::22 71111 84.562 83.300 79.437 'ES. GLASS DAYLIGHT UNIT DES. DOAF.N90N OPENING DIMENSION IS ^ 75 (IHEIGM 1.250 I� 37 1.250 VILE Doo Doo FRENCHWOOD OUTSWING (FWD) PATIO DOOR UNIT-IMPACT SINGLE 5 5 Andersen Corporation E 8 18 03 ��,�,B�°yP°rtp e6°`ws°t°35003 1/8'MIN.SILICONE BEAD t/e"MIN.SILICONE HEAD D 4 7 03 f°. FULL LENGTH OF SILL FULL LENGTH OF SILL C 9 28 00 a� uo7w�� �• 2"%8"SPF 2"%S. SPF B 6 20 00 I!2 WOOD BUCK #2 WOOD BUCK Ro � w 3tB/o3 5 DADE-FWO-IMPACT S.J7I 0 0 0 38.583 PRODUCE REVISED �PIS�9 WIM the FNrW Awe Mo Q/ By Peodm4 5.320 FRENCHWOOD OUTSWING (FWO) PATIO DOOR UNIT—IMPACT SINGLE AndersenCorporation E 8 18 03 BoYP^lt•Ninnamto SS003 0 4 7 03 � ,ate. - vaa C 8 28 00 •� �•rr�v�/� � 3-POINT a 4 20 00 ®ten wam+m+•ove. LOCK LOCATIONS .0�•�� � A 8/6 99 wwws//1 ORAT'CC.xUl�6 NEVSION a/1e/oJ DADF—FWO—IMPACT sxr. 4 w 5 2'X 6'SPF 82 WOOD BUCK 1/4'MAX. FWD-3180 26.000 24.875 36.125 SHIM SPACE MIN.EMBEDMENT FWO-2980 22.000 20.875 32.125 1.430'(7 DIAMETERS) FWO-2780 20.000 16.875 30.125 4 4 FWO-2180 14.375 13.250 24,500 FWO-31611 26.000 24.875 36.125 FWD-29611 22.000 20.875 32.125 FWO-27611 20.000 18.875 30.125 FWO-21611 14.375 13250 24.500 FWO-3168 26.000 24.875 36.125 FWO-2968 22.000 20.875 32.125 FWO-2768 20.000 18.875 30.125 27 24 24 FWO-2158 14.375 13.250 24.500 SECTIONE-E UNIT DESNS MENON OPENING DIMENSION 39 STATIONARY UNITS 49 39 WIDTH '-_____ ____ 38 29 12 21 21 10 INTERIOR 27 2'X 6-SK ®T WOOD BUCK 8 7 26 21 EXTERIOR 7 15 15 11 23 23 28 16 8 17 24.875'MAX.DAYLIGHT OPENING S 26.000'MAX.GLASS DIMENSION } 34.500'MAX.PANEL WIDTH 36.125'MAX.UNIT WIDTH 2'X 6"SPF $2 WOOD BUCK 1/4'MAX. SHIM SPACE MIN.EMBEDMENT 1.430'(7 DIAMETERS) 4 4 27 24 24 SECTION B-B r 41 I ACTIVE UNITS 29 r' 29 21 10 21 ii iNTER1OR �� PRODUCT REVLSED i i 27 pCO®Pbft With the Pbrlds 2'x 6'SPF 1 r 1;WOOD BUCK I. 8 7 � 25 23 EXTERIOR 7 27 15 i 5 11 43 23 2} z5 I6 42 a mFRENCHW00D OUTSWING (FWO) 7 40 PATIO DOOR UNIT-IMPACT 3 6 } SINGLE Andersen Corporation 24.875'MAX.DAYLIGHT OPENING Bvypart�Yinno4ob 55003 25.000'MAX.GLASS DIMENSION C 9 28 00 *"E^ �• +'m/w�^+"��� B 4 20 00 . «wwme�cn.w4 u worn acamm. 34.500'MA%,PANEL WIDTH A 8/6 99 wam.l7ove QiW➢YG mx�:n 36.125'MAX.UNIT WIDTH REVISION 8/IS/OJ s6r. / w 5 DADE-FWO-IMPACT