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WS-11-798Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163122 Permit Number: WS -5 -11 -798 Scheduled Inspection Date: August 24, 2011 Inspector: Bruhn, Norman Owner: EDUARDO MENDOZA, KEITH DCIMUADr%1 Job Address: 260 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134320 Phone: (954)792 -4415 Building Department Comments 16 New Impact Windows and 3 Doors Passed Failed cfr;.2 ( Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 159327. Window attachment ok. Complete screens and exterior paint. NB (Pc- August 23, 2011 For Inspections please call: (305)762 -4949 Page 15 of 23 I?1t ,S�oRFSy Miami Shores Village Building Department Permit No: 11 -798 Job Name: June 24, 2011 Building Critique Sheet REVISION 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1) Miami Shores requires all exterior walls to be of masonry or concrete. 2) Provide wind load design criteria. 3) The detail does not meet the impact requirement of the FBC. STOPPED REVIEW Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 (81A II - l6NRU1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 2007 Permit No. WS--5-11 798 Master Permit No. Permit Type: BUILDING ROOFIN q OWNER: Name (Fee Simple Titleholder): / � Phone#: 3CS 5v2 ! Address: & O NE �G 51 City: l 9 hg—in d 6M-9/1-e5 State: zip: 3 3 % Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: c�‘, 0 ®d E City: Miami Shores County: Folio/Parcel #: 1 /— 306--0/3— t%3 0 Is the Building Historically Designated: Yes gq hr-. Miami Dade zip: 33/3 f NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954.792.4415 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA Qualifier Name: WAYNE THOMAS BURNETT zip: 33312 Phone #: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone #: 954.792.x.;5 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architec** Value of Wor Type of W Descriph0 z`t ���%/ J %� 1 �� D2/1/0/4 Phone #: $ OCC) ' Square/Linear Footage of Work: o , DAlteration New , Repair/Replace ODemolition ` ******** x***** ****************** ******* Fees********** ****** ********* ****,x*****+x****+x*** Submittal Fee $ Permit Fee $ .2c Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE MIWAP 1: 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 reinspection fee will be charged. Signature Own -'`"'or Agent The foregoing instrument was acknowledged before e this 7 day of < 011/4f , 20 //, by 6,-Cf4PO4 y -, who is personally known to me or who has produced As identification and who did take an oath. gt-061416+---" Signature 4 I NOTARY PUBLIC: Sign: Print: . (, a�umSHELLEYe o sRw. ZAt OV(CV`�aaoc ®om ., i A", w„ Cornm# 01686857 E otreo 3118/2011 Asst., wasopeaeea9e9 My Commission Expires: elzr.aC, a,® Contractor The foregoing instrument was acknowl ged before me this day of JAI , 20 /I , by AyAx.F. rAdeiti,err who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: SHELLEY LGVIrH�•'vua: ,_"xUer co nm# 00+ •.6685' Jac ixs 41t, Cfm, eeevaeaeeea .®®®evevve®escaaaceeecaeeoueca ** * * * * * * * * * * * * * * * * * ** * * * * ** ** ** *' ** ************* *** ******* ****************** ** ****** * ******* ******** ******** * APPROVED BY ��/7 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 'Miami -Dade My Home My Home miarn ado.. ov Show Me: [Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison la Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 -013 -4320 Property: 260 NE 99 ST Mailing GREGORY R PALMER Address: ERIC S ZETKA Floors: 260 NE 99 ST MIAMI Living Units: SHORES FL Adi Sq Footage: 33138- Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - $223,962 SINGLE FAMILY Beds /Baths: 2/2 Floors: 2 Living Units: 1 Adi Sq Footage: 2,492 Lot Size: 14,375 SQ FT Year Built: 1925 MIAMI SHORES SEC 1 $273,309 AMD PB 10 -70 LOTS 4 & Legal 5 & E1/2 OF LOT 6 BLK Description: 32 LOT SIZE 125.000 X $50,000/ 115 OR 20474 -4522 06 $364,010 2002 4 OR 27129 -4920 School Board: 1209 01 Assessment Information: Exemption Information: Year: 2010 2009 Land Value: $223,962 245 18 Buildin. Value: $190,048 .200,49 Market Value: $414,010 .445,67 ssessed Value: $414,010 x.323,30• Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2010 2009 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $364,010 $273,309 County: $50,000/ $364,010 $50,000/ $273,309 City: $50,000/ $50,000/ $364,010 $273,309 School Board: $25,000/ $25,000/ $389,010 $298,309 1 IC Page 1 of 2 Aerial Photography - 2009 0 112 ft My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 6/7/2011 Product Data Sheet Edition 12.20.2010 Identification no. 557 -500 Sikacrete 211 Sikacrete® 211 One - component, cementitious, pumpable and pourable concrete mix Description Sikacrete 211 is a 1- component, portend-cement concrete containing factory blended coarse aggregate. Where to Use • Full depth repairs. • On grade, above, and below grade on concrete. • On horizontal, vertical and overhead surfaces. • As a structural repair material for parking facilities, industrial plants, walkways, bridges, tunnels, dams and balconies. • Filler for voids and cavities. Advantages • Pre - packaged coarse aggregate: Eliminates need to extend material in the field; Elimi- nates the risk of reactive aggregate. • High bond strength. • Compatible with coefficient of thermal expansion of concrete. • Increased resistance to deicing salts. • Simple -to -use labor- saving system. • Easily mixed. • Good freeze /thaw resistance. • Easily applied to clean, sound substrate. • Not a vapor barrier. • Not flammable, non - toxic. Yield Approximately 0.65 ft.3 /unit Packaging 80 Ib. multi-wall bag. Typical Data (Material and curing conditions @73°F (23 °C) and 50% Shelf Ufe 1 year in original, unopened packaging. Storage Conditions Store dry at 40 ° -95 °F (4 35 °C). Condition material to 65 ° -75 °F before using. Color Concrete gray when mixed. Mixing Ratio Mix with clean potable water at rate of up to 1 gallon per bag. Start with 4/5 gallon and mix to consistency required with remainder of gallon. Application Time Initial Slump 5 " -7 "; Slump at 30 minutes >4" Flexural Strength (ASTM C -78) 28 days 700 psi (5.0 MPa) Splitting Tensile Strength (ASTM C-496) 28 days 750 psi (3.4 MPa) Bond Strength* (ASTM C.882 modified) 28 days 1,500 psi (15.2 MPa) Compressive Strength`( ASTM C -39) 1 day 2,000 psi (13.8 MPa) 7 days 4,500 psi (31.0 MPa) 28: days 5,000 psi (37.9 MPa) Shrinkage (ASTM C -157) 28 days <0.05% Chloride ion permeability (Astm C- 1202) 28 days <1,500 Coloumbs Mortar scrubbed into substrate. How to Use Substrate Surface Preparation Concrete, mortar, and masonry products. Concrete: Remove all deteriorated concrete, dirt, oil, grease, and all bond - inhibiting materials from surface. Be sure repair area is not less than 1 in. in depth. Preparation work should be done by high pressure water blast, scabbier, or other appropriate mechanical means to obtain an exposed aggregate surface with a minimum surface profile of ±1/8 in. (CSP -7). Saturate surface with clean water. Substrate should be saturated surface dry (SSD) with no standing water during application. Priming Mixing Reinforcing Steel: Steel reinforcement should be thoroughly prepared by mechanical cleaning to remove all traces of rust Where corrosion has occurred due to the presence of chlorides, the steel should be high - pressure washed with clean water after mechanical cleaning. For priming of reinforcing steel use Sika Armatec 110 EpoCem (consult Technical Data Sheet). For priming of reinforcing steel use Sika Arrnatec 110 EpoCem (consult Technical Data Sheet). Place 4/5 of 1 gallon water in mixing container. Add Sikacrete 211 while continuing to mix. Add additional water up to 1 gallon total. Mix to a uniform consistency, maximum 3 min- utes. Mechanically mix with a low -speed drill (400 -600 rpm) and paddle or in appropriate - size mortar mixer or concrete mixer. Application & Finish Form and pour or pump applications: Pre -wet surface to SSD. Ensure good intimate contact with the substrate is achieved. To accomplish this, material should be scrubbed into the substrate or other suitable means should be employed such as vibration of the material or pumping under pressure. Vibrate form while pouring or pumping. Pump with a variable pressure pump. Continue pumping until a 3 to 5 psi increase in normal line pressure is evident then STOP pumping. Form should not deflect. Vent to be capped when steady flow is evident, and forms stripped when appropriate. Curing Limitations As perACI recommendations for portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene, a fine mist of water or a water based* compatible curing compound. Curing compounds adversely affect the adhesion of following layers of mortar, leveling mortar or protective coatings. Moist curing should commence immediately after finishing. Protect newly applied material from direct sunlight, wind, rain and frost. *Pretesting of curing compound is recommended. • Application thickness: Minimum 1 in. (25 mm); Maximum 8 in. (200 mm) • Minimum ambient and surface temperatures 45 °F (7 °C) and rising at time of application. • Using SikaLatex, SikaLatex R or similar products will result in loss of slump and slump retention. Field tests for suitability are strongly recommended. Caution Irritant First Aid Clean Up Suspect carcinogen - Contains portland cement and sand (crystalline silica). Skin and eye irritant. Avoid contact. Dust may cause respiratory tract irritation. Avoid breathing dust. Use only with adequate ventilation. May cause delayed lung injury (silicosis). IARC lists crystalline silica as having sufficient evidence of carcinogenicity in laboratory animals and limited evidence of carcinogenicity in humans. NTP also lists crystalline silica as a suspect carcinogen. Use of safety goggles and chemical resistant gloves is recommended. If PELs are exceeded, an appropriate, NIOSH approved respirator is required. Remove contami- nated clothing. In case of skin contact, wash thoroughly with soap and water. For eye contact, flush imme- diately with plenty of water for at least 15 minutes, and contact a physician. For respiratory problems, remove person to fresh air. In case of spillage, scoop or vacuum into appropriate container, and dispose of in accor- dance with current, applicable local, state and federal regulations. Keep container tightly closed and in an upright position to prevent spillage and leakage. Mixed components: Uncured material can be removed with water. Cured material can only be removed mechanically. KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY All information provided by Sika Corporation (•Sika•) concerning Slka products, Including but not limited to, any recommendations and advice relating to the application and use of Slka products, is given in good faith based on Sika's current experience and knowledge of Its products when properly stored, handled and applied under normal conditions in accordance with Sika's instructions. In practice, the differences In materials, substrates, storage and handling condi- tions, actual site conditions and other factors outside of Sika's control are such that Sika assumes no liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika products) must test the products) for suitability for the intended application and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at www.stkacoro.cm or by calling 800- 933 -7452. Prior to each use of any Slka product, the user must always read and followthewamtngs and instructions on the products most current Technical Data Sheet, product label and Material Safety Data Sheet which are available online at www.alkaconstnrctton.com or by calling Sika's Technical Service Department at 800- 933 -7452. Nothing contained in any Sika materials relieves the user of the obligation to read and foltowthe warnings and Instruction for each Slka product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prlorto product use. UNITED WARRANTY: Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet If used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NOOTHERWARRANTIES EXPRESS OR IMPLIED SHALLAPPLYINCLUDINGANY WARRANTYOF MERCHANTABILITYOR RTNESS FORAPARTICULAR PURPOSE.SIKASHALLNOTBEUABLE UNDERANYLEGALTHEORYFORSPECIALORCONSEQUENTIALDAMAGES .SIKASHALLNOTBERESPONSIBLE FORTHE USEOF THIS PRODUCTINAMANNERTOINFRINGEONANYPATENTORANYOTHERINTELLECTUALPROPERTYRIGHTS HELDBYOTHERS. Visit our website at www.sikaconstruction.com 1.800- 933-SIKA NATIONWIDE Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center. Sika Corporation Sika Canada Inc. Sika Mexicana S.A. de C.V. 201 Polito Avenue 601 Delmar Avenue Carretera Ubre Celaya Km. 8.5 Lyndhurst, NJ 07071 Pointe Claire Fracc. Industrial Balvanera Phone: 800-933-7452 Quebec H9R 4A9 Corregidora, Queretaro Fax: 201-933-8225 Phone: 514 -697 -2610 C.P. 78920 Fax: 514-694-2792 Phone: 52 442 2385800 Fax: 52 442 2250537 Sika and Sikacrete are registered trademarks. Made in USA Printed in Canada. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: : 11 DATE: ff � : � A � I (Are ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) f* a (d3 \ Address: From the building department o t is da order to have corrections done to plans And /or get County stamps. 1 d rsta at the plans need to be brought back to Miami Shores Village Building Acknowledged by: ontinue permitting process. PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: r 1 1 Permit No: 11 -798 Job Name: June 24, 2011 Miami Shores Village Building Department Building Critique Sheet REVISION 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1) Miami Shores requires all exterior walls to be of masonry or concrete. 2) Provide wind load design criteria. 3) The detail does not meet the impact requirement of the FBC. STOPPED REVIEW Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. S I 1 " 9CCE TAX FOUO NO. ! / " -34? 732 -D(3- ° STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made property, and in accordance with Chapter 713, Florida Statutes, the followingArlitibf:rYiald1SIN is provided in this Notice of Commencement. By STATE OF FL I HEREBY CER uriginel jiff in f 1. Legal description of propertyand street/address: A 60 , )C ' sf.. A9 / 4 77/1 !L.. 3 ! 2. Description of improvement (2) / »rO -'- 111111111111111111111111111111111111111111111 CFN 2011F:0310748 OR Bk 27685 P9 4124; (1p9) RECORDED 05/12/2011 10:59:26 HARVEY RUV'Il'dr CLERK OF COURT MIAMI -GAGE COUNTY, FLORIDA LAST PAGE DA, COUMTY OF DADE Y that (Ns is 4= x copy of Hue A of A 81 Seal. •f it Courts D.C. Space above reserved for use of recording office 1-car r. GCk' 3. Owner(s) name and address: Interest in property: (c}L)AIEXe.. Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954-792 -4415 tivek. .260 Ne /R ?l, Ft. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other uments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to Eeive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. \ S gnatu s) of Owner(s) or Ati- r�s))A )- rized -t 4 Officer/Director/Partner/Manager I 91L,1- � (.-C.e BY - y Print ame C- a -y fe-.. KIL I ✓14C Q-- Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fo o.,i__na instrument was acknowledged before me this By � d%�lca0 M' tI '7 0e_ U Individually, or U as for Florida Home- Irnprovement As % =.}c. 4070 SW 30th Avv. Hollywood, FL 3331', Title/Office yday of „ a6scr>tbll ii the following type of identificati • SHELL s 13- . Siigeature of Notary Public: �.; p,�l ; m# [3D<66� m Print Name: S "~ =' tl, Expires 6/1612011 a (SEAL) t1014' • � j.ar t)= ;Jtl l it! 't. •a ON 9 52 F 0 - ' A S :1L ES :Under perialitt "df pefjury,' .eclare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: BY By 123.01-52 PAGE 3 11/07 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Parcel Number Applicant 260 NE 99 Street Miami Shores, FL 33138- 1132060134320 Block: Lot: KEITH REINHARD/ EDUARDO MI Owner Information Address Phone CeII , KEITH REINHARD/ EDUARDO MENDOZA260 NE 99 Street MIAMI SHORES FL 33138 -2435 1 Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792 -4415 Valuation: Total Sq Feet: $ 47,000.00 0 1 Type of Work: window and door change out No of Openings: 19 Additional Info: Classification: Residential Scanning: 6 , Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $28.20 $4.35 $4.35 $9.40 $280.00 $18.00 $37.60 $391.90 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5 -11 -40802 05/05/2011 Check #: 7101 $ 50.00 $ 341.90 05/10/2011 Check #: 7137 $ 341.90 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment 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 ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 10, 2011 Date May 10, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ,� BUILDING Permit No. h%7/ L' lQ PERMIT APPLICATION Master Permit No FBC 20 Permit Type: BUILDING ROOFING , S--.5-076/- u 7 OWNER: Name (Fee Simple Titleholder)r•, f�� cO /2 y PA Cs` Phone#: 30 t% 1 g7 Address: O � E q63 t'7 S % City: 2 / / /V�� State: �o Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: AGO •E ) s City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Il% - 3,2 0 - OI 3 - 13 02 O Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954.792.4415 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA Qualifier Name: WAYNE THOMAS BURNETT zip: 33312 Phone#: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 7 ?/ CO 0 - Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration ONew 1 Repair/Replace ODemolition Description of Work: R &' /Cie / %)W?CT (' / »9CY45 /2uI2 3 .® ooia S ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 90 6 d CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 Fi FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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, ection fee will be charged. Signa v or Agent Own The foregoing instrument was acknowledged before me this day of / Thf , 20 • //, by G ® ' Y9-71-419 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: ; SHE,igY ®Q.�`g iAL"4"OV51 �q9,•a Comm# DDO687 Evires 611812011 Sign. � o ei3 ps.•4 °"�� e Lt Assn.. = Sign: .® Print: �sn Print: Sign, -1 ,c, a( Contractor The foregoing instrument was acknowledged before me this day of /1119Y , 20 // , by a _j 6‘)/ ve r7 who is personally known to me or who has produced as identification and who �di�dp take an oath. NOTARY ,I rby a �.aOIT4 # ° t ; ,, 611817411 a j- My Commission Expires: My Commission Expires: * * * * * *** *+1 *** *** ****** *+k***** ** * * * ** F******************************************* ***M*** ** ** **** * **** * ** * * *** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) , Property Information Map My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map Aerial Photography - 2009 0 This map was created on 4/25/2011 9:02:40 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 112ft Summary Details: Folio No.: 11- 3206 - 013 -4320 Property: 260 NE 99 ST Mailing GREGORY R PALMER Address: ERIC S ZETKA Living Units: 260 NE 99 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 2 Living Units: 1 Adj Sq Footage: 2,492 Lot Size: 14,375 SQ FT Year Built: 1925 $50,000/ $364,010 MIAMI SHORES SEC 1 City: AMD PB 10 -70 LOTS 4 & Legal 5 & E1/2 OF LOT 6 BLK Description: 32 LOT SIZE 125.000 X 115 OR 20474 -4522 06 2002 4 OR 27129 -4920 1209 01 Assessment Information: Year: 2010 2009 Land Value: $223,962 $245,180 Building Value: $190,048 $200,493 Market Value: $414,010 $445,673 Assessed Value: $414,010 $323,309 Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2010 2009 $585,000 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable of examination of the Value: Value: Regional: $50,000/ $364,010 $50,000/ $273,309 County: $50,000/ $364,010 $50,000/ $273,309 City: $50,000/ $364,010 $50,000/ $273,309 School Board: $25,000/ $389,010 $25,000/ $298,309 Sale Information: Sale Date:. 12/2009 Sale Amount: $585,000 Sale O /R: 27129 -4920 Sales Sales qualified as a result Qualification of examination of the Description: deed View Additional Sales http: / /gisims2.miamidade. gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade. go... 4/25/2011 LORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 35 40 45 50 25 30 0 -15 ft -50.4 -49.2 +46.5 +452 -48.3 +44.4 - 47.8 +43.7 - 47.1 +43.1 -46.6 +42.7 -462; +42.3 - 45.9 +41.9 -45.5 +41,6', 16 It 51.1 - 49.8 *47,1 +45.9 - 49.0 +45.0 - 48.3 +44.3 - 47.7 +43.7 -47.3 +43.3 -46.8 +42.9 - 46.5 +42.5 -46.2 +422 f -52.4 -51.1 -50.2 - 49.5 -48.9 -48.4 - 48.0 - 47.7 -47.3 18 ft +48. +47.0 +46.1 +45.4 +44.8 +44.3 +43,9 +43.6 +432 20 ft - .5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 - 49.1 +44.9 - 48.7 +44.5 -48.4 +442 -60.2 +46.4 -54.6 -53.3 -52.4 -51.6 -51.0 - 50.5 -50.1 - 49.7 119.4' ft +50.4 +49.0 +48.1 +47.4 +46.8 +48.3 +45.8 +45.4 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft - 56.6 552 +522 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +48.7 28 ft -57.5 -56.1 +53.0 +51.8 -55.1 +50.6 -54.3 +49.8 - 53.7 +492 -53.2 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 -56.9 +53.8 +52.3 - 55.9 +51.3 55.1 +50.6 - 54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 +54.5 +53.1 -56.7 +52.0 -55.9 +51.3 552 +50.6 -54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 -58.4 +552 +53.7 -57.4 +52.7 -58.6 +51.9 55.9 +51.3 -55.4 +50.7 - 54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft 50.6 -59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 - 56.8 +52.0 -56,4 +51,5 -56.0 +51.1 42 ft -62.6 - 61.1 +57.7 +562 -60.0 +55.1 -592 +543 -58.5 +53.6 - 57.9 +5330 -57.4 +52.5 -57.0 +52.1 -56.6 +511 44 ft -632 -61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54.8 59.1 +54.1 58.5' +53.5 -58:0 +53.0 - 57.5 +52.6 -57.1 +522 46 ft -63.8 -62.3 +58.8 +57.3 -612 +58.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft - 64.4 - 82.8 +59.4 +57.8 - 61.7 +56.7 - 60.8 +55.8 -60.1 +55.1 -59.6 +54:5' -59.0 +54.0 - 58.6 +53.6 -58.2 x+53.11 50 ft -64.9 - 63.4 +59.9 +58.3 -622 +572 -61.4 +58.3 -60.7 +56.6 -60.1'? +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.8 52 ft -65.5 - 63.9 +60.4 +583 -62.8 +57.6 -61.9 +56.8 - 612 +56.1 -60.6 +55.4 50.0 +54.9 59.8 +54.5 -59.2 +54.0 54 ft -66.0 - 64.4 +60.8 +592 - 63.3 +58.1 -62.4 +572 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 58 ft -88.5 -64.9 +61.3 +59.7 -63.7 +58.5 -62.9 +57.7 - 62.1 +56.9 - 61.5 +56.3 - 61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft -67.5 -65.8 +622 +60.6 -84.7 +59.4 -63.8 +58.5 - 63.0 +57.8 -62.4 +57.1 - 61.9 +56.6 -61.4 +56.1 -61.0 +55.7 n to s z �n 8 REMARKS INR ISSUE 9. REVISE FOR 07 FBC I v DRWN CL TSB CHID FLB FLB XTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 35 40 45 50 25 30 0 -15 ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.8 -53.8 -53.1 -52.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 1 50.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -53.2 +422 18 ft -64.6 +48.3 52.1 47.0 - 60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +432 20 ft ' +49.4 -63.5 +48.1 - 61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 - 57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 - 64.1 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft - 69.8 +52.2 - 67.1 +50.8 -65.1 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 - 68.2 +51.6 -662 +50.6 -64.6 +49.8 - 63.4 +49.2 -623 +48,7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 - 72.0 -60.7 30 ft +53.8 +48.1 32 ft -73.0 +543 - 70.1 +53.1 -68.1 +52.0 - 66.5 +51.3 - 652 +50.6 -•64.1 +50.1 - 83.1 +49.6 -62.3 +49.2 -61.6 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 - 64.0 +50.2 -63.1 +49.8 -62.4 +49.4 68.1 !WI +52.5 +53.1 +51.0 • 40 ft -76.5 -73.5 -71.3 - 69.7 -68.3 -672 - 66.2 - 65.3 54.5 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 -74.2 -72.1 -70.4 - 69.0 - 67.9 -66.9 -66.0 -652 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 - 68.5 +53.5 - 67.5 +53.0 -66.6 +52.8 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -88.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -78.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 - 69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 - 68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -72.2 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68.2 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 It - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.8. "ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH= °0 -60' BASED ON Kd =0.85 SEE TABLE NOTE FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED' BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING, MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI =+ / -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5• ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES• 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION'S OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. O- ® -50 1 ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 MIHMI 71'7VRC, DUILVIIVV VGI-'/.R 1 MCIV 1 PRODUCT APPROVAL SCHEDULE / COMPARISON CHART kddress: 260 NE 99 ST, MIAMI SHORES FL 33138 'Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW DH FL13040.2 65.0 101.3 48.3 64.6 451/4 x 60 3/4 NO YES 2 x 6 YES 2 4, 4, 4, J• 4, 4, 4 4. 06- 0125.08 4, 3 ., 4, 4, 120.0 4, 4, 221/4 x 60 3/4 YES 2 x 6 4, 4 SINGLE DOOR 09- 0310.05 75.0 85.0 4, 36 x 831/4 .I, ` 06- 0125.08 4, 5 WINDOW DH FL13040.2 65.0 120.0 211/2 x 60 3/4 4. 4, 6 4, 4, 4. 4, J• 4, 413/8x603/4 • YES2x6 4, 7 4, 4. •I• 4. 4, 4. .L 4. 06- 0125.08 .I. 8 4, 4, 4• 101.3 4, 4. 451/2x603/4 4, YES 2 x 6 4, 9 .!■ 4. J, 4. J• 4, 06- 0125.08 4, 10 4, 4. 4, 120.0 291/4 x 57 4, YES 1 x 4 4, 11 4. 4, 4. 4, 4. 4. 4, 4.. 06- 0125.07 4, 12 4. ., 4, .L 4. 4, 38 x 57 y 4, 13 SINGLE DOOR 09- 0310.05 85.0 4, 4. 361/2 x 85 3/8 4, J, 14 WINDOW DH FL13040.2 65.0 120.0 4, .I. 38 x 57 .1. 4, 15 4, 4, 4, J, J, 4, •L 4' 4, 16 SINGLE DOOR • • • 85.0 4, 52.4 361/4 x 821/4 4. 1, � 17 WINDOW DH FL13040.2 65.0 120.0 4, 64.6 201/4 x 53 3/4 4, YES 2 x 6 4, 18 WINDOW PW 09-1104.02 15• • 150.0 4, .(. 401/4 x 53 3/4 4. - 06- 0125.08 .�. 19 WINDOW DH FL13040.2 65.0 120.0 4, 4, 201/4 x 53 3/4 4• 4, 1 MIAMIDiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 (AIM. 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by POT Industries, signed and sealed by Robert L. Clark, P.E., 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 Impect LABELING: Each unit shall bear a permanent label with the manufacturer's trance 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 and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. MIAMI DADS COUNTY, FLORIDA MEMO-DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.binildingcodeonline.com NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT industries NOTICE OF ACCEPTANCE: EVIDENCE UBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-052&05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04.052 &05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with. aix 2 x 3A" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F 'L -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gamin, P.E. Chief, product Control Division NOA. No 06- 0125.01 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006 signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "Er "C" OR 0" AT 8017-1 ENDS AND AT BOTTOM MULLION ANCHORS DETAIL A ANCHORS DETAIL A 7.71111r, 11111 �wr I w2—•-1 W = W1 +W2 H = H1-1-H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = HI ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS ANCHORS DETAIL "B", "C" 01? 0" BOTH ENDS ANCHORS DETAIL "B", C" OR O" 8077-1 ENDS M3) M4) W = W 1 +W2 -l-W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR HI+H2 MULL LENGTH = W 01? W1 +W2 +W3 MAX OPENING = Wr +W2 OR W2 +W3 NOTES; MULL LENGTH = HI 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902. 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NOS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- & MENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE DESIG ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH ,= W TYPE, QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ari L' ctmk P.E. PE 039712 Structural ■ INDUSTRIES t.K c▪ r/73O /06U�-OGNOIE55 &s Rand 5 /5/06 C ADD Mkt REFS Drown F 428/00 DeacrtFNw" 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMlS. F1. 34275 P.O. B02 1529 N0KOM1S, FL 34274 ALUMINUM TUBE CLIPPED MULLION saw /rsode4 MULLS NTS s1 a7 Drawing 6221 PGT 1x MULLIO MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "1" CHANNEL AND INSTALL AS SHOWN PGT lx MULLION WOOD BUCK 112 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 F01? 1° MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" #12 SCREW, SEE NOTE 3 PGT 1 x MULLION 2' OR 4" SEE NOTES 2 & 3 MIA. *4)7 7 PGT 1x MULLION WOOD BUCK REMOVED TO CONCRETE 2 "OR4 WOOD BUCK I` 2B(! SEE NOTE Mn 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 7 & .3 SEE -" NOT 1: #12 FH SM5 STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 de 3 ANCHOR EMBED. SEE NOTE 2 TYP CAL MULLION TO STRUCTURE WITh( N07E5: WOOD BUCK. DETAIL "B" 7. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" S54 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE „. IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 °. CRETE —FLEX 1 3/4" NOT 7` ,• 2. FOR WOOD APPLICATIONS USE 112 SCREWS, ELCO 1/4" TAPCONS 01? 1/4" 5S4 CRETE—FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2° 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET .3. QUANTITY OF PINNING SCREWS FOR MULL - TO—CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A, OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL. 1N CONTACT WITH ALUMINUM TO BE PAINTED 01? PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 1x MULLION -- 112 FH SM5 STAGGERED ON OPPOSITE SIDES (30 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 2 4 (,TYP 11" It 1_ SEE NOTE 1 • MASONRY ANCHOR, SEE NOTES 1 & 3 000 BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE 09712 Structural Read 9p F.K. Poled Br+ 530/06 5%3/04 Iterhlow 1 NOTES 3 h 5 C � EWEED DETAILS Drown BY: P.J.P. 48/O0 Osrartpttar. 1 " HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY ORM NOKOMIS, F. 34275 A.O. 80x 1529 NOKOMIS, PL 34274 ALUMINUM TUBE CLIPPED MULLION SarleeimodWt MULLS Seem tMmt: NTS I 2 p1 7 DMA() Na. 6221 Raw 0 1" MULL CUP (CUP TO OPENING) EXTRUSION DWG #1099 L 1" AL BLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1 MULL MULL SIZE 1 x2x3/8 a' 1 3/16 1 x23/4x3/8 1 15/16 1 x 2 5/4 x 21/32 1 3/8 1 x4x3 /8 3 3/16 A TWLOCATIONS ) ANCHOR THREE (3) ANCHOR O FOUR (4) ANCHOR LOCATIONS A/2 MIN. --T L-A ,J M1N. O ONE LOCATIONANCHOR TWO. 0 ANCHOR NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE Rk.n.H TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7 FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPL1CATION. 2. 3/8 MW. EOGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. (2)EQ.SP.(0 (A- 3/4)/2 MIN. O THREE (3) ANCHOR LOCATIONS D S X (6) ANCHOR LOCATIONS MIN. TYP. (4)EQ.SP.@ (A- 3/4)/4 PIN. 0 FIVE (5) ANCHOR LOCATION,' iMIN. TYP. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS Robert 1. (brit, P.B. PE /34752 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. 90X 1529 NOKOMIS, P1. 34274 Rail` R.. F y: Onum es P.J.P. 730/06 rit /06 0-N0 CHID 7TflS S1tl RevIsletest -REDRAW, ADD D�1.&NOTi 49/00 Deseriptkre 1" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CUPPED MULLION Swln/Made- MULLS Seats: NTS meet of 7 Oror7ap No. 6221 3�" t ""-3 7x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE; 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 'Rh g9 3 grew D NG Tins stir MFR 5 /ub /O6 C -NO CHG ms SHT O.ose 8Y: P.J.P. 48/OO 1" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION mmot=en scare: sneer often e% MULLS 1X 4 a 7 6221 CHART 2. - 1x2.75x,375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL IA Mit 42 48 50.625 54 60 63 66 72 76 78 OPENING WIDTH IN INCHES 50 60 70 (2) A (3) B (3) A (3) (2) A (3) B (3) A (3) B (2) A (3) (3) A (3) B 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 148 170 168 170 170 REIM 97 97 165 116 116 99 85 85 86 ®KA M© MI0 EA Eli CEMJI ILUI COI MI MIlEfill 1E31E31 85 55 62 62 80 (2)A (3)A (3) B (3) B (3) B (3) B 170 170 154 170 140 170 126 153 101 107 90 90 77 77 58 58 49 49 90 (2) A (3)B 170 150 136 NEM 100 45 67 57 50 50 96 108 45 40 40 36 36 30 30 26 26 35 35 28 28 26 25 25 21 21 18 18 18 16 100 (3) A (2) A (3) B (3) B (3) B (3) 170 170 170 149 170 134 146 119 100 84 80 72 68 54 50 45 42 41 38 32 30 26 24 21 19 110 120 130 (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4)B (2) A (3) B (3) B 170 170 170 170 170 170 0 149 170 149 170 149 170 m 170 118 141 MO 170 mai ROI 141 118 96 93 93 92 KEN 92 80 ©© 76 68 65 65 64 64 63 50 48 40 160 (3) A (2) A (4) B (3) B (3)B (3)B 170 170 170 149 170 134 141 118 92 92 76 76 63 63 (3) A (4) B (3) B 170 170 170 El 92 63 110111:31 0 45 44 O MU ILA III lialEilliall ®® ILI ®i® ®® 40 38 38 36 30 28 22 19 18 28 35 37 36 36 32 18 26 20 16 26 24 20 19 16 15 19 111 23 23 19 19 17 17 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR CLIP TO OPENING OPENING WIDTH IN INCHES 50 60 70 80 100 110 • 120 130 180 CLIP TO MULL I (2) A (2) (1)B (2) A (2) B (1) B (2) A (2) A (2) B (2) B (1) B (1) B (2) A (2) B (1) B (2) A (2) A (2) A (2) B (2) B (2) B (1) B (1) B (1) B (2) A (2) B (1) B (2) A (2) B (1) B 42 48 60.625 54 60 83 66 72 76 78 84 90 96 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 80 94 81 73 68 64 83 62 62 82 62 67 58 51 47 44 42 41 41 41 41 58 49 44 40 37 35 34 34 34 34 50 43 38 34 32 30 29 28 28 28 38 32 29 26 24 22 21 20 20 20 32 27 24 22 20 18 17 17 18 16 30 25 22 20 18 17 16 15 15 24 20 17 18 19 16 18 Vertical Mull Mull Length IIi 1 OpeWidth thg I Horizontal Mull Opening t l Width LiI r — ng —' Length Multiple Mu led Units Mull Length Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A 71ME SEE SHEET 1 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4° SS4 CRETE —FLEX, EMBED. (1 3/4'7 B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS .S". l'4/ Robert L park P.£ PE #39712 Sinsobe al 130/08 506 �cNC Tills Siff C - -ReD REVISIONS 4728/00 11 " HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 RTHIVOLOGY DRIVE NOX 3427 P.O. BOX 1525 NOKOMIS, R 34274 ALUMINUM TUBE CLIPPED MULLION serkeJYeaae Sauk: sheet Drawing No. MULLS NTS 5 at 7 6221 CHART 3. - 1x2.75x.650 QTR Y & TYP. ANCHOR CLIP TO OPENING (3) B OPENING WIDTH IN INCHES 50 80 70 80 90 100 110 120 CLIP TO MULL I (2) (2) A (4) B (2) B (3) B (4) B (2) B (2) (3) B (4) B (3) B (2) B (2) B (2) B (2) A (4) B (2) B (3) B (2) B (2) A (3) B (4) (2) 8 (2) B 42 170 48 170 50.625 188 54 152 60 133 831 125 68 118 72 106 76 91 170 170 70 170 170 170 170 170 170 170 (4) B ($} B (4) B (3) B •(4) B (2) B (2) B (2) B (2) B (2) B 170 170 170 170 (2) B (2) B 170 170 170 - (2) B (2) 170 170 170 160 170 148 169 141 161 138 158 137 157 137 157' 137 '157 137 157 137 157 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 152 117 134 106 122 99 113 94 107 103 88 101 88 100 88 124 100 108 88 124 100 143 110 126 99 114 105 135. 103 118 93 107 97 87 81 99 83 95 81 93 80 90 77 85 75 82 73 91 80 80 73 91 79 80 73 91 79 108 92 92 81 81 73 73 63 58 56 56 56 56 91 77 77 68 68 81 61 56 52 52 49 49 47 47 46 45 78 84 84 67 90 54 98 44 84 71 71 63 58 56 51 51 48 43 42 40 67 57 57 50 44 40 37 37 35 35 33 32 32 30 30 46 46 40 38 36 32 32 30 28 28 26 28 25 25 23 23 44 38 • 38 33 33 29 26 26 24 24 23 21 21 20 20 18 18 108 31 31 26 20 20 18 18 17 17 15 15 111 29 29 24 24 21 21 18 18 17 17 15 15 Vertical Mull i Mutt Length Width Horizontal Mull Opening 4tfipt �--- _4 Length Multiple Mulled Units Mull Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT F7L -2902, 2903 AND 2975 4. ANCHOR TYPES: A ELCO 1/4" TAPCONS, EMBED. (1 1/4 ") OR 1/4" SS4 CRETE —FLEX. EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. eitseitatarieraio m,d8ea 7r7t %'Sl[ TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 14'F.ey: Vio /0& CIIG TICS Sig F.K. fr5/OB C ra) REVISIONS P. P. 98/00 1 HEAVY WALL, PRESSURE CHART 3 �-k 1070 TECHNOLOGY ORAJE NOKOMIS, FL 34275 P.O. BOX 1529 NM= n. 34274 ALUMINUM TUBE CLIPPED MULLION Se 1, / odelf sonic sfeet Droning Ho. Aar a4ULLS NTS 6 o' 7 6221 D CLIP TO OPENING CLIP TO MULL& 42 48 50.625 2 66 72 76 78 84i 90 96 108 111 144 (2) A (4) B (5) B (3) A (6) B (5) B (2) A (4) B 60 (3) A (6) B 70 OPENING WIDTH IN INCHES 80 90 10o 110 120 130 180 (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) P1 (3).A . (2)A (3) A (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B' 6) B (4) B (6) B (5) B (5) 0 (5) B (5) B (6) B (5) B (5) B (5) (5) B (5) B (5) B (5) 8 (5) B (5) B (AM; ' (5) B , (B' (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170_, 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170. 170 170 170 170 170 170 170 1 • 170 170 170 170 169 170 162 170 158 170 157 170 170 170 154 170 143 170 136 170 131 170 128 170 170 170 159 170 144 170 133 170 126 170 121 170 117 1.• 170 170 150 170 135 170 125 170 117 166 112 156 108 150 154 170 134 170 • 120 165 110 148 103 136 98 127 94 120 144 170 125 160 112 140 102 126 95 116 90 108 86 102 140 170 121 148 108 129 99 116 92 106 87 99 83 9Z 128 138 111 117 98 102 90 92 83 83 77 77 73 73 112 112 95 95 82 82 74 74 67 87 62 62 58 58 92 92 78 78 67 87 60 80 54 54 50 50 47 47 64 64 54 54 47 47 42 42 37 37 34 34 32 32 59 59 50 50 43 43 38 38 34 34 31 31 29 29 27 27 22 22 19 19 17 17 15 15 - - 170 Vertical Mull EMull Length 1,Opening_.1 Width Horizontal Mull Ope� With Muft ---1 Length Multiple Mul ed Unite Mull Length Opening Width 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 157 170 157 170 157 170 127 170 127 170 127 170 116 166 116 165 116 165 106 145 105 144 105 144 91 115 89 112 88 111 83 98 81 95 79 93 80 69 78 87 75 84 69 69 66 66 62 62 54 54 52 62 48 48 44 44 42 42 38 38 30 30 28 28 25 26 27 27 26 26 23 23 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFF'RENCE TEST REPORT FTC-2902. 2903 AND 2975 4. ANCHOR TYPES.. .. ELCO 1/4° rAPC , MBED. (1 1/4) OR =1I1 C EMBED. (1 3/4") 8. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH POT (INDUSTRIES- PRODUCTS 21,50/06 0 10 NC TMS Sf(f /os R—""awilriED R0/L9ONS aroma Cy: P.J.P. 48/00_ _ Yxr1 I_ Cfar+, P.E. PE 041712 Struewrcm 1" HEAVY WALL, PRESSURE CHART 4 1070 7E0FIMQL00Y DRIVE NOKOMM FL 34278 P,A. BOX is29 NOKOMIS FL. 34274 ALUMINUM TUBE CLIPPED MULLION SQNd/dadst Same: Stook Drawing N0. MULLS NTS 7 at 7 6221 Rev: D MIAMS • COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO). PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 www.buildingcodeonline.com 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2 "x Heavy Wall Aluminum, Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6223, titled "2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion", sheets 1 through 5 of 5, dated 04/28/00, with revision "C" dated 05/03/06, prepared by POT Industries, signed and sealed by Robert L.Clark, P.E., 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 lren 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 # 04-0528.06 and consists 'of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. mat NOA No 06-0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion, Sheets 1 through 5 of 5, dated 04/28/00, with revision "C" on 05/03/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS I. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed aluminum windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed aluminum windows (OOconfiguration) 80" x 76" mulled together with a 1x 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Subbed under NOA# 04- 0528.06" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 discussed along with installation diagram of a pair of fixed aluminum windows with a transom lite (0 /00 configuration) mulled together with a 1x 2 x 3A" wall vertical and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.06" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 01/23/06, signed and sealed by Robert L.Clark, P.E. E -1 Jaime D. f n, P.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 01/23 /06 and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.06, issued to PGT Industries for their 2" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/04 and expiring on 06/28/06. 2. Letter from consultant dated 04/21/06, stating that the product is in compliance with the Florida Building Code (FBC). E -1 Jaime D. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 ANCHORS DETAIL "B", OR D" AT BOTH ENDS AND AT BOTTOM MULLIONS WI W2 W =W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = 11 OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W 01? W14-W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A ANCHORS DETAIL "B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS IMMS MI II UMLU W = W1-1-W24-W3 H = 111-1-H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = 11 01? 111 +12 MULL LENGTH = W 01? W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = HI NOTES: 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS 01? COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATION.. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. ANCHORS DETAIL "B'; "C" OR 'D" BOTH ENDS ANCHORS DETAIL "B" "C" OR 'D" BOTH ENDS ULUON MULLIONS H MULLION 7!Y 2 WINS sWS ;, D TOGETH FO DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W I +W2 MULL LENGTH = 11 = H1 +H (1) WINDOW MULLE, W /ONE ABOVE MINING MAX WARE DESIGN ► r TABLES ON PAGE 5 MAX OPENING = 11 OR H1 +H2 MULL LENGTH = W cragvIu `•'....,mow, TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robed .. Clark P.% PE #39712 Structure! I K9 good By. F.K. 1 9/06 5/3/06 ANCHORAGE C—NO LHG THIS SHT INDUSTRIES Organ er: P.J.P. 48/00 Deseptkar 2" HEAVY WALL, ELEVATIONS 1070 1EOHNOL00Y DRIVE 510)CONIS, fL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED uriwMadok MULLS BeMee NTS 1 a 5 MULLION 0ronbro No. 6223 PGT 2x MULLIO MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS .SHOWN PGT 2x MULLION FOR 2" MULL 1 PGT 2x MULLIO 2" MULL =1" MIN. 112 FN SMS PGT 2x MULL10 STAGGERED ON OPPOSITE SIDES (So AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 112 SCREW, SEE NOTE .3 TYPICAL MULLION TO MULLION INS ALLATION. 0T)% 'A" WOOD BUCK(ni1() 1--4" OR 6"-1 • WOOD BUCK REMOVED TO CONCRETE WOOD -BUCK ( �P1h(TYP 14 MIN. #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON SEE NOTES 1 & 3 112 FN SMS STAGGERED ON OPPOSITE SIDES (30 S NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 112 SCREW, SEE NOTE 3 TYPICAL MULLION TO STRUCTURF WITH WOOD BUCK. DETAIL "9" NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". ELCO 1/4" SS4 CRETE -FLEX ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4" 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE -FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF 112 SCREWS FOR W000 APPLICATIONS. 3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET .3. QUANTITY OF PINNING SCREWS FOR MULL -TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 2x MULLION 1/4" TAPCON, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITJ I WOOD BUCK AND CONC.. DETAIL "0' poomocrarnato atampigraieloheum oe St TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS Avad or F.K. FY"' f K 5/3/O4 C -NO TNIS sHr P.J.P. 4/18/00 Robert t, Cork P.E. PE #39712 Struaturul W70 TECHNOLOGY OWE MOM a 34275 P.O. BOX 1529 NOKO7A FL 34274 1%t9/06 8 ANCHORAGE 2" HEAVY WALL, CLIP INSTALLATION DETAIL rws ALUMINUM TUBE CLIPPED MULLION Serbe/M Ark Scte: Sheet: &maw No. MULLS NTS 2 er 5 6223 2" MULL CLIP EXTRUSION DWG #513 2° MULL CLIP W/TABS REMOVED EXTRUSION DWG 1513 3 MIN. A 3 A- -,4'/2 'A' 1 i MIN. — A N. 8 MIN. (3) ANCHOR LOCATIONS 14) ANCHOR LOCATIONS I 1- -'A72—i 'A' () ANCHOR LOCATIONS CLIP LENGTH CHART FOR Ix MULL MULL SIZE 2 x 4 x 1/4 3 7/16 2 x 6 x 1/4 5 7/16 NOTES: (4) ANCHOR LOCATIONS J ,IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. MIN. � � f2 .l ���NOR L� A' (6) ANCHOR LOCATIONS 3 8 MIN. (3 EQ. $P3 MIN MAX. (;4'- 3/4)/3 3 EQ SP. ,(a) ANCHOR LOCATIONS MIN. FROM � ENDS (TYP) — MIN MIN. +11040141$3 ALT A'- 3/4)/3 ---J A' (8) ANCHOR LOCATIONS TO 6E USED ONLY WITH PGT INDUSTRIES PRODUCTS Fey FK. Oran err. P.J.P. 4/28/00 c9 /o6 5/3/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80X 1529 CkOMiS FL 36274 >h 6 —ADO 3-4 HOLE APP. eHebeas C—ADD MLSSWG Odk 2" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION sxrsAMOds: MULLS Oro/4g No. 6223 J 4 NOTE; 1. REFERENCE TEST REPORT FTL- 2902, 2903 AND 2975 —6 2x HEAVY WALL MULLS MAT'L: 6063—T6 TO BE USED ONLY WITH Pcr INDUSTRIES PRODUCTS S /e PE 838712 P.E. Structural IND as '" seaaao as F.eKy. '9/08 8—f� HO. TH15 SHT. F K. 3/05 C H0 an THIS ST IT P.J.P. 4/28/O0 2" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY ORME NOHOW, f4 34278 P.0. SOX 1829 NOKOM+S PL 34274 ALUMINUM TUBE CLIPPED MULLION SsRes/Na4e� MULLS 1X Shot: 4 a 5 No. 6223 CHART 2. 2x6x.250 OPENING WIDTH IN INCHES IT ANCHOR TYPE & QTY. (3) A (6) B 0 w 42 48 50.6 170 (4) A (8) B 170 (3) A (4) A (6) B (8) B 170 170 (3) A (4) A (6) B (8) B 170 170 (3) A (4) A (6) B (8). B 170 170 (3) A (4) A (6) B (8) 170 170 (3) A (4)'A (6) B (8) B 170 170 (3) A (4) A (6) B (8) B 470 170 (3) A (4) A (6) B (8) 170 170 (3) A (4) A (6) B (8) B 170 170 (3) A (4) A (6) B (8)B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 c 170 (Fi __li1 C3 51P, :T.4 1�7 �y0��p F 1. IF L(u 'I 66 72 76 78 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 188 170 162 170 159 170 158 170 158 170 170 170 170 170 170 170 165 170 170 170 170 170 168 170 154 170 170 eIMMIX Itaa mi 170 170 162 170 166 90 96 108 111 144 170 170 148 170 170 136 170 165 170 144 170 140 170 142 170 167 ® 109 141 BEI 105 im 163 148 170 H 111111111 170 146 170 140 '170 136 170 170 135 170 129 170 125 166 134. 170 122 162 133 119 170 159 130 170 165 `DI MI IMM IME111111111 NMI ®MO . MEI 170 164 124 166 108 155 100 104 139 97 129 91 119 98 125 89 EEL 83 102 94 118 86 106 80 97 105 108 89 90 78 78 69 69 61 61 58 56 CHART 1. - 2x4x 250 OPENING WIDTH IN INCHES ANCHOR TYPE & QTY. 42 48 50.628 5s 60 63 68 72 �ry 76 78 J 84 90 96 108 111 144 (3) A (6) B 170 170 (3)A (8) B 170 170 (3) A (6) B 170 170 (3) A (6) B 170 170 (3) A (8) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 167 170 170 170 170 170 166 154 140 170 170 170 170 170 152 141 136 170 170 170 170 170 142 131 177 163 153 141 136 125 124 114 113 104 29 100 91 107 90 78 69 62 98 83 63 57 45 37 32 28 26 (3)A (3)A (3)A (6)B. (6)B (8)B 170 170 170 170 170 170 170 170 170 170 170 166 154 135 124 170 170 170 170 182 160 149 146 129 125 119 115 119 114 110 107 102 98 97 92 88 83 78 73 57 53 49 52 48 45 23 21 20 (3) A (6) 170 170 (3) A (8) B 170 170 170 170 170 159 145 123 112 107 170 170 170 159 145 122 109 104 90 79 69 63 41 18 16 78 119 106 96 87 159 116 IL3 ®LI Ea 103 Mil nal MI KIM 111M WEI EMI NM MN ®®MILO 00 ®MO 92 98 130 86 88 70 83 63 116 98 89 83 67 78 61 68 Vertical Mull Mull Length �Opening� Width Horizontal Mull Opening Width L MuN Length Multiple Mulled Unite Mull Length Opening Width a 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 7. 3. REFERENCE TEST REPO 4. ANCHOR TYPES. —2902, 2903 AND 2975 rilmicligvilMetetkileside 1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS -,2 Y filti s- /6 at% L. t'241k. ?.E. PE x¢39712 structural 1070 TECHNOLOGY ORIYE NOkOMIS, FL 34275 P.O. BOX 7529 NOKOMS, FL 34274 7279/08 1V4" AMOK:WE ap p 0/3/06 C- Q6 TINS SHT 2 HEAVY WALL, PRESSURE CHARTS 1 & 2 4%28/00 ALUMINUM TUBE CLIPPED MULLION awn/owe pm?'" No. MULLS NTS 5 er 5 6223 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 2720/ 2820" White PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 08- 00885, titled "Series PW 2720 PVC Fixed Window Impact & PW 2820 PVC Fixed Window Impact ", sheets 1 through 7 of 7, dated 10/21/09 with revision "B" dated 07/08/10, prepared by manufacture, signed and sealed by Luis R. Lomas, P. E., bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami —Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. 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 consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by. Jaime D. Gascon, P. E. MIAMI DADS COUNTY, FLORIDA ME t1MO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130-1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.GOVlbuildingcode APPROVE) 0 5Z9 to NOA No. 09- 1104.02 Expiration Date: August 11, 2015 Approval Date: August 11, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 08- 00885, titled "Series PW 2720 PVC Fixed Window Impact & PW 2820 PVC Fixed Window Impact ", sheets 1 through 7 of 7, dated 10/21/09 with revision "B ", dated 07/08/10, prepared by manufacture, signed and sealed by Luis R. Lomas, P. E. 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 along with marked -up drawings and installation diagram of awning window, prepared by National Certified Testing Laboratories, Inc., Test Reports No.'s NCTL 210- 3642 -1, NCTL 210- 3642 -2, NCTL 210-3636-1, NCTL 210 - 3636 -2 and NCTL 210- 3635 -1, dated 09/17/2009, all signed and sealed by Gerard J. Ferrara, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 10/28/2009, prepared, signed, sealed and dated 07/15/2010 by Luis R. Lomas, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2007, dated 10/21/2009, signed and sealed by Luis R. Lomas, P. E. E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1104.02 Expiration Date: August 11, 2015 Approval Date: August 11, 2010 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letter for Test Reports No.'s NCTL 210 - 3642 -1 NCTL 210-3642-2, NCTL 210- 3636 -1, NCTL 210 - 3636 -2 and NCTL 210 - 3635 -1, issued by National Certified Testing Laboratories, Inc., dated 09/17/2009, signed and sealed by Gerard J. Ferrara, P. E. 3. Laboratory addendum letter for Test Reports No. NCTL 210- 3635 -1 issued by National Certified Testing Laboratories, Inc., dated 04/06/2010, signed and sealed by Gerard J. Ferrara, P. E. G. OTHERS 1. None. E -2 c7 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1104.02 Expiration Date: August 11, 2015 Approval Date: August 11, 2010 -- 48 1/4" MAX. WIDTH 44 5/8" MAX. D.L.O. 96" MAX. HEIGHT 92 5/8" MAX. D.L.O. PW2720 AND PW2820 PVC FIXED WINDOW 481/4 °x98" EXTERIOR VIEW 53 1/4" MAX. WIDTH 49 5/8" MAX. D.L.O. —{ 84 1/4" MAX. HEIGHT 80 7/8" MAX. D.L.O. PW2720 WITNGLAZING TYPES CAND 0 PW2720 AND PW2820 PVC FIXED WINDOW 531/4 °x 84 1/4° EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING + 65.0 PSF -80.0 PSF LARGE AND SMALL MISSILE IMPACT PW2820 WITH GLAZING TYPES AMID 8 DESIGN PRESSURE RATING IMPACT RATING + 100.0 PSF -120.0 PSF LARGE AND SMALL MISSILE IMPACT REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LtIItR DATED 2 -4 -10 03/25/10 R.L. 6 ADDED °WHITE° TO ALL PVC 07/08/10 R.L NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 7 FOR APPROVED GLASS TYPES. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND —BORNE DEBRIS REGIONS. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G =0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7) FRAME MATERIAL: EXTRUDED WHITE RIGID PVC .108° THICK. 8) PW2720 UNITS ARE GLAZED WITH BUTACITE PVB INTERLAYER, GLAZING TYPES C AND D. PW2820 UNITS ARE GLAZED WITH SENTRY GLASPLUS INT ERLAYER, GLAZING TYPES A AND B. ALL OTHER COMPONENTS IN PW2720 AND PW2820 ARE THE SAME. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION AND NOTES 2 ELEVATION AND DESIGN PRESSURE CHART 3 ANCHORING AND NOTES 4 BILL OF MATERIALS AND CROSS SECTIONS 5 — 6 INSTALLATION DETAILS 7 GLAZING DETAILS AND COMPONENTS r=lY ■Y• 4. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS,FL 3275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT ELEVATION AND NOTES DRAWN: TJH I DWG NO. 08 -00885 IB SCALE NTS I DATE 10/21/09 ISHEET1 OF 7 Luis R. Lomas P.E. Florida No. 62514 78" 74 5/8" MAX. MAX. HEIGHT D.L.O. PW2820 WITH GLAZING TYPE 8 DESIGN PRESSURE RATING IMPACT RATING tf2(JP$F LARGE AND SMALL MISSILE IMPACT REVISIONS DESCRIPTION DATE APPROVED A PER DADE LETTER DATED 2 -4 -10 03/25/10 R.L. Maximum design pressure capacity chart aampl9�xdQQ161hrQQ PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS,FL 3275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT ELEVATION AND DESIGN PRESSURE CHART DRAWN: TJH 1 DWG NO. 08 -00885 IREB V SCALE NTS I DATE 10/21/09 I 2 OF 7 Luis R. Lomas P.E. Florida No. 62514 Panel w idth • Height (in) 240 30.0 38.0 42.0 48.0 53.0 Pos Neg Pos Neg Pos Neg Pos eg Pos Neg Pos Neg 24.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 30.0 150.0 150.0 150.0 150.0 150.0 1 50.0 150.0 150.0 150.0 150.0 150.0 150.0 380 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 42.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 0 150.0 150.0 150.0 150.0 150.0 150.0 1 .00 1.0 150.0 150.0 150.0 150.0 54.0 150.0 150.0 150.0 150.0 150.0 150. ( + 1) 50.0 150.0 150.0 150.0 I . I 150.0 150.0 150.0 150.0 150.0 150.0 111.1 ' 1.0 145.8 145.8 141.9 141.9 66.0 150.0 150.0 150.0 1 50.0 150.0 150.0 146.6 146.6 137.5 137.5 132.4 132.4 72.0 150.0 150.0 150.0 150.0 150.0 150.0 141.2 1412 1312 131.2 125.4 125.4 78.0 150.0 150.0 150.0 1 50.0 150.0 150.0 136.8 136.8 126.4 126.4 120.0 120.0 aampl9�xdQQ161hrQQ PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS,FL 3275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT ELEVATION AND DESIGN PRESSURE CHART DRAWN: TJH 1 DWG NO. 08 -00885 IREB V SCALE NTS I DATE 10/21/09 I 2 OF 7 Luis R. Lomas P.E. Florida No. 62514 6" MAX. -� 6" MAX. 8" MAX. O.C. 6" MAX. 12" MAX. O.C. 'll r 6" MAX. I I I PW2720 AND PW2820 PVC FIXED WINDOW 461/4 "x96' EX7ER10R VIEW 6" MAX. 6" M- AX- . 8" MAX. 0.c. 1 6" MAX. I 12" MAX. jj O.C. I I I 1 1 � I 1 1 1 1 PW2720 AND PW2820 PVC FIXED WINDOW 631/4 "x 841/4" EXTERIOR VIEW 6" MAX. 4" MAX. 4" MAX. 8" MAX. O.C. 4" MAX. REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LE1ER DATED 2 -4 -10 03/25/10 R.L. 8" MAX. O.C. 1 4" MAX. I I I I I - NOTES: 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE - SHIM STACK TO BE 1/4 ". 2) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK - USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO - SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. - 3) . _ _ TO CONCRETE /MASONRY USE SUFFICIENT LENGTH TO INIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ANCHORING INTO METAL. FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5) ALL FASTENERS TO BE CORROSION RESISTANT. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT ANCHORING AND NOTES DRAWN: fDWG NO. REV TJH 1 08 -00885 I B SCALE NTS f DATA 10/21/09 3 OF 7 1/0101,°9 IAA Luis R. Lomas P.E. Florida No. 62514 • CONCRETE/ MASONRY BY OTHERS 1 1/4 "• MIN. EMB. 2 5/8" MIN. EDGE DISTANCE 4 4 } APPROVED SEALANT BY OTHERS IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED CONCRETE/ MASONRY BY OTHERS 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED r rem INN a : uiiiio.�uiio 4.110. - 0167 ra aw 1/4" MAX. j APPROVED SEALANT SHIM SPACE BY OTHERS EXTERIOR RIGID FILLER INTERIOR 3/16" ITW TAPCON HEAD CONCRETE/MASONRYFIANGE INSTALLATION HEAD SHOWN JAMBS AND SILL SIMILAR 2 5/8" MIN. EDGE DISTANCE 4 1 1/4" MIN 1 APPROVED SEALANT BY OTHERS IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED .4 rag/11111i Ow.- * a71a'r LAS EXTERIOR 4 INTERIOR mot Oj0 I_.IA7i -' 1 3/8" MIN. EMB. 1/4" MAX. j SHIM SPACE APPROVED SEALANT BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED 2 -4 -10 03/25/10 R.4 METAL STUD 16GA (.060 ") MIN. BY OTHERS .. RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1/4" MAX. 1 SHIM SPACE APPROVED SEALANT BY OTHERS RIGID FILLER 3/16" ITW TAPCON HEAD COMCRETE/MASONRYBOX FRAME INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR EXTERIOR 1 . 111111,11. 010p MOM L I INTERIOR HEAD WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEADSHOWN JAMBS AND SILL SIMILAR 1 3/8" MIN. EMB. 1/4" MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW Ammmem 1. Q l'r • 02 Al■ wall. li MEAN 3— THREAD _ MIN. BEYOND SUBSTRATE 1/4" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW EXTERIOR INTERIOR HEAD METAL FRAMING FLANGE INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR METAL STUD 16GA (.060' ) —�� MIN. BY OTHERS APPROVED SEALANT BY OTHERS EXTERIOR E J I!! ,l !rye INTERIOR 3— THREAD MIN. — BEYOND SUBSTRATE 1/4" MAX. j SHIM SPACE RIGID FILLER #10 TEK SCREW HEAD METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT INSTALLATION DETAILS DRAWN: TJH ' DWG NO. 08 -00885 se' NTS 1 DATE 10/21/09 I SHEET 5 OF 7 /0 Luis R. Lomas P.E. Florida No. 62514 CONCRETE/ MASONRY BY OTHERS 2 5/8" MIN. EDGE DISTANCE 4 • .4 a FIN TO BE SET IN BED OF APPROVED SEALANT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4" MAX. SHIM SPACE RIGID FILLER 3/16" ITW TAPCON EXTERIOR INTERIOR HEAD CONCRETEJMASONRYFIN INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR METAL STUD 16GA (.060 ") MIN. BY OTHERS FIN TO BE SET IN BED OF APPROVED SEALANT EXTERIOR 1/4" MAX. 1 1/4" MIN. EMB. 3- THREAD MIN. BEYOND SUBSTRATE J SHIM SPACE RIGID FILLER #10 TEK INTERIOR SCREW HEAD METAL FRAMING FIN INSTALLATION HEAD SHOWN JAMBS AND SILL SIMILAR 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED FIN TO BE SET IN BED OF APPROVED SEALANT REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LLIILR DATED 2 -4 -10 03/25/10 R.L EXTERIOR 1 3/8" MIN. EMB. 1/4" MAX. j SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR HEAD WOOD FRAMING OR 2X BIJCKFIN INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT INSTALLATION DETAILS DRAWN: TJH IDWG NO. 08 -00865 IRE B SCALE NTS DATE 10/21/09 sNEET 6 OF 7 ilniho Luis R. Lomas P.E. Florida No. 62514 3/16" HS .09" SENTRY GLASPLUS BY DUPONT 3/16" HS--- EXTERIOR 7/8" GLASS BITE SIKAFLEX 552 7/16" INTERIOR GLASS TYPEA 3/16" HS .09" BUTACITE PVB BY DUPONT 3/16" HS -- EXTERIOR 7/8" GLASS BITE -- 7/16" INTERIOR SIKAFLEX 552 Io,ol a, d GLASS TYPE C 3/16" HS .09" SENTRY GLASPLUS BY DUPONT 3/16" HS-► EXTERIOR 7/8" GLASS BITE SIKAFLEX 552 1 1/16" -- 3/16" TEMP INTERIOR CD I=I 1 4E:1 GLASS TYPE B 3/16" HS .09" BUTACITE PVB BY DUPONT 3/16° HS -°- EX7ERIOR 7/8" GLASS BITE SIKAFLEX 552 1 1/16" -- 3/16" TEMP INTERIOR a�- IP F� �1 IJ GLASS TYPE D .625" 1 2.297" L 1 FRAME HEAD, JAMB AND SILL WHITE RIGID PVC .108" TFBCK .265" —1n LJ� 4 .985" REVISIONS DESCRIPTION DATE APPROVED A PER DADE LETTER DATED 2 -4 -10 03/25/10 R.L. 515" .25" r- 2 PICTURE WINDOW COVER `J WHITE RIGID PVC .08" THICK -1 1.279" r 0 7/8" PLAIN BEAD (z RIGID FILLER WHITE RIGID PVC .08" THICK 85 DUROMETER NEOPRENE .16"THICK 1.378" .198" O FIN ADAPTER WHITE RIGID PVC .062° THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PW2720 PVC FIXED WINDOW IMPACT PW2820 PVC FIXED WINDOW IMPACT GLAZING DETAILS AND COMPONENTS DRAWN: TJH I DWG NO. 08 -00885 SCALE NTS I DATE 10/21/09 1'7 OF 7 Luis R. Lomas P.E. Florida No. 62514 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, .FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode Eurotech Industries, Inc. 250 NE 32 Street Fort Lauderdale, FL 33334 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 describedherein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door -LMI APPROVAL DOCUMENT: Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15104 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigar, P.E., 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 Limitations: 1. Single orr double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design.rating shall apply and such installation to be reviewed & approved by AHJ. • LABELING: Each unit shall bear a pemmanent.label withthe 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 napmber 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 & revises NOA No. 08- 0507.10 consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 Page 1 Eurotech Industries. Inc. NOTICE OF ACCEI''1'ANCE: EVIDENCE SUBMITT.E.D DRAWINGS (transferred from file # 08- 0507.10) I . Manufacturer's die drawings and sections. 2. Drawing No. W04 -01, titled "Alumimim Outing Entrance Door ", sheets I through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigar, P.E. . B. TESTS (transferred from file # 08-0507.10) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s).1IETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, 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) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 • 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI 03 -1882, 08- 1889, 08 -18890 and 08 -2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 06- 1019.06) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by AI Farooq Corp., dated 04/28/08 and last revised on 06 -02=09, signed and sealed by Arshad Vigar, P.E. 2. Complies with ASTM E1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Budding Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butaoite PVB" dated 02/15/01, expiring on 12/11/10. F. STATEMENTS I. Statement letter of conformance & no financial interest, dated June 02, 2009, signed and sealed by Arshad Vigar, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This renews & revises NOA # 08- 0507.10, expiring June 10, 2009, 2. Test proposal # 07 -3527 approved by BCCO. 1'+t'ti t Lik4 K A a ''E -1 Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 09-0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 • S MAX. NEAD/SE•L CORNERS 42° (2) AWL. ANCHORS AT 3"R& AT MTG. SIRE ENDS REQ. FOR OR W WO RUCK INSTALLATIONS OWN D00R HWIGES SEE SHEET 2 FOR QUANTITIES & CAPACtnY SURFACE APPLIED FALSE HURO NS MAY BE USED C DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY OR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELffES USING MIAMI -DADE ,COUNTY APPROVED MULLIONS IN BETTYEENN. ALSO SINGLE ANO DOUBLE DOORS WITH OR WITHOUT SIDELITES TN COMBINATION WITH TRANSOMS USING MIAFI -DADE COUNTY APPROVED MUWON iN BETWEEN. LOWER. DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY 70 ENTIRE SYSTEM. 3t 3/4; DA. OPG. 39 1/8" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY 4114 THE REQUIREMENTS OF THE FLORIDA MELDING CODE 2007 EDITION INCLUOUNG l •. VELOGrY Nure:AIE ZONE (HVI{z). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS 70 THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHAWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND MALL DRESSING OR STUB. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART O THIS APPROVAL. A MO DURATION INCREASE 6 USED IN DESIGN or moats IRO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO ST£D,JNETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS O 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • LEAF WIDTH , i. „ ir „ ii il ail SEE SEPARATE NO4 d roe SIuEUTE I PAIW4G ANO DETAILS '' iI .y 11 /% jI -A 0 r. A ■ II I p r 0 . ['Iii 1 1 / _„.. , '"- . , , 1 11 / =4-77-.7- jr ; t!' ACIIre / LOAF 11 I( �S � 2C=___ 11 ! \ 11 11 it \ O ii \. = = C ( i _ , , , \ 4, =wit^ =r. fit' yI�� \ IN -At flVE LE \ ____ 11 -__ / 11 / 11 / /It / ii 1 I '.. 1MMMMI 1 ili I111161119MwINIWf1R; ..I MI�MMMMM� NtNfl_DADE COUNTY APPROVED MULLION SEE SEPARATE NOA THESE DOORS ARE RATED FOR LARGE At SMALL FISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Ear: ARC HOAR FLA PE 1 can. 3333 22009 PRODUCTR6q 0 asrn gi S droving 110 W04-01 (sheet Id 5 ) DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR 8125 GLASS T�YP!IE�'A' 1�II [ WIDTH 2/8 3/0 Els 3/ H 41113). . HEIGHT gi e/0 I OI 75.0 85.0 75.0 85.0 75.0 85.0 75.0 SJf 85.0 3/3 FRIIR ®1 �A DOORS APPROVED Y4IERE 114358 6ff4TRA710N FOR ' 1, RESTS-WW2 'r• 168 IS =USER LOCKS SINgLE DOORS; 3 POINT LOCK SYSTEM AT ACTIVE BOCK SOLE 36' FROM BOTTOI, KEY OPERATED ON EXTERIOR AND 11413161 TURN ON 1NTERIOR. STRIKE PLATE 1 -1/4" X 1/4' K 18 -1/4' LOS ATTACHED MATH (2) 58 x 3/4' 5495 HINGES SINGLE DOORS; TWO- HANDED COMB HNC EX1R6050 ALUMINUM BRIDGE 2 BY 'G1ESE' (5) PER LEAH AT 6'. 12'. 35'. 83-1/2" AND 92 -1/2° FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (5) DOGES DOOR 5185 GLASS TYPE 'B' TAM HDti6T EXT. (+) NT. ( -) 2/5 _ 100.0 140.0 3/0 $/B 100.0 140.0 3/3 7/0 1003 140.0 2/6 1/ LEAF 100.0 1403 3/0 7/0 100.0 140.0 3/3 8/1 100.0 140.0 2/6 INSTALLATIONS Y61ERE 100.0 140.0 3/0 8/0 10.0 140.0 3/3 " 100.0 140.0 DOORS APPROVED FOR Itii8.6.A1X0'1S WHERE VATTER S RE066TRE0. lNPl11RATION RESISTANCE L0 BIHGI,g DD°RST NANWV.LY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACME LEAF PART 802181 ATTACHED NTH (4) 510 x 1 -1/2" IRA9. 3 PONT 6.000 SYSTEM AT ACTIVE TACK SOLE 38' FROM 8016016. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. S RUNE PLATE 1 -1/4" X 1/4' X 16 -1/4' 1080 ATTACHED WBH(2)58x3 /4'SW BINGES SINGLE D{A RS: 150 -HANDED 0056 HMO Ex168R&JD AU6MRRIM BRIDGE 2 Err 'OUSE' (7) PER LEAF AT 7/0 MO 8/0 DOORS AT 3'. 9' AND 26 -3/8' FROM '(OP AND 50170M. ORE AT MNSPAH (6) PER LEAF AT 6/8 DOOMS AT 3', 9' AND 26 -3/6' 61105 TOP AHD 80TF0M DESIGN LOAD CAPACITY - POE DOUBLE.(XX) DOORS DOOR WAS GLASS TYPE 'A' OR '8' MOTH HEIGHT EKT. (+) INT. ( -) 5/0 AS REOD. 755• 75.0 5/4 8/B 753 75.0 S/0 7/0 7817 75.0 8/4 1/ LEAF 753 75.0 5/0 4 753 7 &0 6/4 8/1 75.0 75.0 LOADS SHOWN ABM ARE FOR INSTALLATIONS Y61ERE RATER INFILTRATION AESSTANCE S NOT RECTUM. UMIT OTTER k(+) LOADS TO 48 PST MR INSTALLATIONS WHERE WATER 0481TRAT106 RESISTANCE S RECIARED. REM if PAST / AM. Dffi0BN170N MAMBA OANP. /SUPPIJER/REIURKS 1 ER006 AS REOD. 0008 FRAME 6083 -16 - 2 ER012 AS 8E02. 0006 1661 8003 -66 - 3 M668 1/ LEAF ODOR SASE 60860 6063 -66 - 4 .115 -1483 1/ DOOR FRAIE SILL 6083 -T6 - s - 1/ 0008 SILL BASE 6063 -16 - 8 VZ -1481 AS 00. A515104. STILE 6083 -11 - 7 52 -1535 4/ 1.686 0181560 BEAD 6053 -76 - 8 2801 AS RECO. CIMINO CASKET VINYL - 10 1001/$0 1/ CORDS CORNER WY ALLM AN NONTICEL.O 11 506006 - 4/ LEAF FUMES ALUMNUS MESS 12 8161 X 3/8' 4/ LINOS 6452E INSTALLATION SCREWS - PH 0*06N6 SCREWS 13 - AS RECD. BULB W'STMPPI N; - - 14 00 A 6' AS RECD. AMMO, SOMAS - NH VW CRAUNO 15 512 X 1 -1/4 - MINE ASSEMBLY 500665 - 5M5 LOCKS DOME DOORS; 50'183 L RAF• MANUALLY OPERATED CONCEALED FLUSH BOLTS AT 10P AND BOTTOM OF ACTIVE LEAF FART 502181 ATTACHED WITH (4) 18 X 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TORN ON EVIEL808. DEGLISLUSIE MANUALLY OPERATED CONCEALED FLUSH BOLTS .AT TO' AND BOTTOM OF INACTIVE LEAF FARM 802186 ATTACHED mat (4) 55 x 1 -1/2' 566. HINGES DOUBLE DOORS; 810 -HANDED COMB HIM EGM810E0 *6)0046) MOM 2 8Y 'OIE55E' (5) PER LEAF AT 6'. 12". 3s'. 63 -1/2" AND 92 -1/2" FROM TOP OF DOOR 1407E TOP AND BOTTOM FLUSH BOLTS 10367 BE END WRING PERIODS OF HURIDCMIE 6ARHS4G. 3/18' HEAT 50K'D GLASS .090' INTER1AYER &1TA;2TE Pub 8Y 'DUPONY 3/18' HEAT STREWS GLASS 9LKANE • G0. SCS 2100 %MAZE 11 3/16' HEAT STREW) GASS .100' INTER5AY6T SENTRYGkAS PLUS BY 'OOP0NT' 3/18' NEAT STRE6YD GLASS suCONE GE SC5 2800 SUDAN A2E n n GLASS TYPE 's' LASS TYPE 'B' PRODUCESIDIEWSD atamglimixelt1 mnsir/ 7-d3to�r TE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC -219 6" AMMO YOUR 0.C! N 3 JUN O $ 201 19 1 droning n0. W04-01 sheet 2of 5 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ACCESS HIRES YATN PLUGS TYPICAL ANCHORS SEE ELEVATIONS IEF x FOR SPACING SEE SEPMA NOA FOR RREnNC AND ETAU ALT IN II I,. 'k -DIDE Count APPR0vE0 MIR.UON SEE SEPARATE NOA �8 X 1/2" 5MS 3° FROM ENDS AND 10• 0.C. MAX (4) /f2 X 1• slL5 AT t O.C. MAX. AT CEN+ER OF SILL W. AT. (XX) DOORS ONLY • TYPICAL ANCHORS 1i f SEE QEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE DIV. FOR SPACING whIMbe k *AmpubleAtetia420701 gate 1 - -.... q INTO METAL STRUCTURES STEEL : 1/8" THX. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -18 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 7YPICAL EDGE OI5TANCE INTO CONCRETE AND MASONRY m 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN.' INTO METAL STRUCTURE - 3/4" MIN. Po ®177 XSL F7>155 RS) WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO W000 THRU TBY BUCKS INTO CONC. OR MASONRY t -1/4° MIN. EMBED INTO CONC_ OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -4/4° MIN. EM9EO INTO CONC. OR MASONRY 3/4" DNA. jEisSinag,ILEILKLE jiaLLthaS (OW 5 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS CONCRETE re - 3000 PSI MEN. C -90 I10U.OW/FA.LED BWCK rtn. m Zoo P.S HAW. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. Ergr EPAL Ito PE #MEE CAA. 7535 • NAi 0 Z 2009 of • 1? S EA $ $ $ wv 0 I W04 drawing no. -01 (sheet 3 of 5 ) • , • v Florida.Building Code Online bup: / /www.floridabuilding arglpr /pr_app dtl.aspx?param wGEVX . ECM Home 1 Log N 1 user RegbtratIon Hat Topics 1 Sutmf Surarae I Stets & Facts j Pub&atlone 1 FBC Stalls SOS sae Map I Udcs i Search Product Approval USER: Public Use Product Anoroval MBDL > EEO StACAlat & 1bn Sesrdf > > AppUlat n Man FL d Application Type Coda Version Application Status Comments Archived Product Manufacturer PGT Industries Address/Phone /Email 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark@pgtindustries.com Authorized Signature Robert Clark bciark@pgtindustries.com Technical Representative • Robert Clark Address(Phone /E naII Quality Assurance Representative Address/Phone/Email Category . Subcategory Compliance Method 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext21106 bdark pgtindustries.com Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i= Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certification, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE 5' Validation Checklist Hardcopy Received Certificate of independence FL13040 RO COI 511388.adf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.52/A440 2005 ASTM E 1886 2002 ASTM E 1886 2005 ASTM E 1996 2002 ASTM E 1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 1 of 3 2/5/2010 8:30 AN Florida Building Code Online http://www.floridabuilding.org/pripr app _di•asp aram=wGBVX. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved •.Summary of Products 09/09/2009 09/10/2009 09/15/2009 10/13/2009 FL # Model, Number or Name Description 13040.1 DH2760 PVC Double Hung DH2760 PVC Double Hung 53 1/4" x 78" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-80 Others Refer To Installation Instructions For Smaller Sizes Design Pressure Ratings. Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13040 RO 11 008- 00845.odr Verified By: Luis Roberto Lomas, P.E. 62514 Created by IndependentThir'd Party: Yes Evaluation Reports FL13040 RO AE 511388.odf • FL13040 RO AE NOA 05- 1208.02 Dupont PVB.odf .FL13040 RO AE NOA 07- 1116.04 DuPont SGP.pdf Created by lndependentThird Party: Yes 13040.2 DH2860 PVC Double Huhg DH2860 PVC Double Hung 53 1/4° x 78" Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistaith Yes Design Pressure: +65/ -80 Other; Refer To installatibri Instructions For Smaller Sizes Design Pre sure•Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP-1) • - Installation instructions FL13040 RO II 008- 00845.odf • Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluaidon Reports FL13040 RO AE 511388.bdf . FL13040 RO AE NOA 05- 1208.02 Dupont PVB.pdf FL13040 RO AE NOA 07-1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13040.3 DH2860 PVC Oriel Double Hung DH2860 PVC Oriel Double Hung 53 1/4° x 78" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) • Installation instructions FL13040 RO II 08- 00846.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13040 RO AE 511389.pd? FL13040 RO AE NOA 05-1208.02 Dupont PVB.pxif FL13040 RO AE NOA 07- 1116.04 Dupont SGP.pdf . Created by Independent Third Party: Yes Neu Department orComm+mBY Airs Florida itakling Coda Opine Codes awl Standards 2555 Shumard Oak Boulevard Tafahasee Florida 32399 -2100 (850) 487 -2824, Fax (850)424-8435 0 2000 -2010 The State of Florida. M rights reserved. Prlvaar Statement 1 Corpght Statement i t —(n Software 1 reem Seta Sawa, 1 Contact LIs Prodcct Approval Accept 2 of 3 2/5/2010 8:30 All Florida Building Code Online blip://www.lioridabuildingorg/pr/pr dlaspep r—viCEVX.. eir):41.408$94 rlRYr■ 3 of 3 2/5/2010 8:30 AJV L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clanm ons, NC 27012 Report No.: 511388 336 -945 -9695 Manufacturer: Product Line: Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: PVC Double Hung Window. Frame and sashes stiles are constructed from rigid PVC. Frame comers are of welded comer construction. Sashes stiles share same extrusion and each member is reinforced using a steel channel. PGT industries 1070 Technology Drive Nokomis, FL 34275 DH2760 PVC Double Hung Window DH2860 PVC Double Hung Window Sup1ordn9 Technical Documentation: 1. Approval document drawing number 08-00845, titled DH2760 and DH2860 PVC Double Hung Window, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test Report No.: NCTL 210-3637 -1 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando FL Flange installation, Fin Installation and Box Frame Installation TAS 201 -94 Large Missile impact Test TAS 202-94 Uniform Static Air Pressure, +65.0 psf /-80.0 psf design pressure, 15.0 psf water infiltration. TAS 203-94 Cyclic Pressure Loading, +65.0 psf /-80.0 psf design pressure. 3. Test Report No.: NCTL - 210 - 3637 -1A signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando FL Flange installation, Fin Installation and Box Frame Installation. ASTM E1886-02/05 and ASTM E1996 -02/05 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1998 Cyclic Load Test +65.0 psfl-120.0 psf, 15.0 psf water infiltration AAMA/WDMA/CSA 101/I.S.2/A440 -5 Design pressure: +65.0psf/- 80.0psf Water penetration resistance: 15.Opsf 4. Anchor calculations, report number 511388 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. 5. Comparative analysis, report number 511388 -2, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +65.Opsff- 80.Opsf (Refer to approval document for smaller units design pressures) • Maximum overall size: ' 53 3/4°x78" • Maximum DLO.: 46 7/8 "x35 W • DH1000S units must be glazed with 7/8" IGU consisting at outboard laminated lite consisting of 1/8" HS - 0.090° Sentry Glass Plus —1/8" HS — Air — inboard lite 1/8" Temp. • DH1000P units may be glazed with: • 7/8" IGU consisting of: outboard laminated lite consisting of 1/8" HS — 0.090" DuPont Butacite PVB —1/8" HS Air — inboard cite 1/8" Temp • 7/16" laminated consisting of 3/16" Ann — 0.090° DuPont Butacite PVB — 3/16" Ann • 5/16" laminated consisting of 1/8" HS - 0.090" DuPont Butacite PVB —1 /8" HS • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind -bome debriS regions. • Frame material to be extruded white rigid PVC .075" thick. • Sash material to be extruded white rigid PVC .070" thick. Installation: Units must be installed in accordance with approval document, 08-00845. Certification of independence: Please note that I don't have nor will acquire a financial Interest In any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial Interest in any other entity involved in the approval process of the listed product(s). 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 1 6" MAX. 6" MAX. 10" M1-1;.-C7- AX. O.C. 78" MAX. FRAME HEIGHT 53.25" MAX. FRAME WIDTH 110' MAX D.G. 1 w 6" MAX. r � 3" MAX. 34" MAX. D.LO. 10" MI. O.C. 6" MAX 45.5" MAX. D.L.O. DH2780 AND DH2860 WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATWO f 65.0 PSF - 80.0 PSF LARGE AND SMALL MISSIE &MG ' Mw hnunt de8ltln Preaeare aapBallY chart Number of embersregatred, based on Untie midterm! Ndng #9wo4 wow o 4Jr Bee repeo�r #t* TEN Sor w WaWid and WWI spacing. ®EZAL7/1LOJ4u"7LmL0L1:01LZ MIL3IGOI.OLI+7 IiILiSMAKI111311LiiLn E EA111ILLMIE1E1 KM WHEW LL1OOLi1l KM ILE KM NIUE Lin KAMM ILL& ILEIMLL /101'I@111EX Lai 1.1aALUBEEL MIKE '3ILMILTb']C{i£I tLINMEM ECLEILMEMI233 RUA No EEC] CELL ILaILELHJWILiBLINEMU] 85.0 LEM LIMUJIMILUIELI a] iL ?'7lKIII;3'IfiL`ULE1%311 AU0 LELLa:WI ?glfl' '!:4 12C0L:b;1ik:s11 1L33L3t8I 1LIALIf 1Lty.LEUL Ma Kan! a:MU IE ESL` GINI! IL IMLE .I''1LI:I:7I:MLIJEa/LaiUAJWE]f= (1,1IiY%1saalifizEL lid= d:: <ZII 3,']j1FsES <aliLi71" Zit lli' 7EMEEiF.<i37 K-47f,atan Lr, 5):k]LS' L ..0 '312o.cria Lg/1121E IE1 DELI ELLICLIM7i7I:IIL76I .EZEI s[> :1122:111MI d]EiE3 Number of embersregatred, based on Untie midterm! Ndng #9wo4 wow o 4Jr Bee repeo�r #t* TEN Sor w WaWid and WWI spacing. REVISIONS REV DESCR:PRON NOTES: 1) THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVHZ • 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT. OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL W000 FRAMING AROUND WINDOW. 4) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS. 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND -BORNE DEBRIS REGIONS. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 7) FOR INSTALLATON INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) TION INTO CONCRETE /MASONRY US 4 ITW ITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0 -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 16GA (.060) MINIMUM THICKNESS 12) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 13) FRAME AND SASH MATERIAL: RIGID PVC ,, rr J 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION AND GENERAL NOTES DHZ760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW ELEVATION AND NOTES 2 — 4 INSTALLATION DETAILS DRAW: R.L. 08/00845 5 COMPONENTS AND GLAZING DETAILS '.. E NTS I" TE 09/02/09 I sNEET 1 OF 5 ;OM 11r TA .OF IiILiSMAKI111311LiiLn E EA111ILLMIE1E1 KM WHEW LL1OOLi1l KM ILE KM NIUE Lin KAMM IKEIAI WWI ©KINLi!aNEM KARA NIJOK11•M WAKE E;a11111d)ODAO1EIN METER MI MIKE EMICE tLINMEM E1R311EJM °IIMVEI't710EEDitVIE11R1r11011E°>■ Ig.:171-CAMMINIESI 4 ALLIIIR r.4La -, MUM ILA EEEi•E>•MAMAItl© EE111:11E>ruuuLI`1E1111311Ew 11ECtatt►:1101111111111LO®CUii ©KIIIIWM00 <E1110: Ma L w IE REVISIONS REV DESCR:PRON NOTES: 1) THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVHZ • 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT. OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL W000 FRAMING AROUND WINDOW. 4) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS. 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND -BORNE DEBRIS REGIONS. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 7) FOR INSTALLATON INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) TION INTO CONCRETE /MASONRY US 4 ITW ITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0 -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 16GA (.060) MINIMUM THICKNESS 12) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 13) FRAME AND SASH MATERIAL: RIGID PVC ,, rr J 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION AND GENERAL NOTES DHZ760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW ELEVATION AND NOTES 2 — 4 INSTALLATION DETAILS DRAW: R.L. 08/00845 5 COMPONENTS AND GLAZING DETAILS '.. E NTS I" TE 09/02/09 I sNEET 1 OF 5 ;OM 11r TA .OF JIr 2.50" MIN. EDGE DISTANCE 4 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT Ld EXTERIOR JNT_EBIOR HEAD & JAMB CONCRETE/MASONRY FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR .25" MAX. J SHIM SPACE RIGID FILLER 3/16" TAPCON 1X BUCK PT EXTERIOR INTERIOR 3/16" TAPCON RIGID FILLER .25" MAX. SHIM SPACE 1.25" MIN. EMB. 2.50° MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS PERIMETER SEAL BY OTHERS r►- _rr IN EMI ]I *.r= EXTERIOR 1 3/8" MIN. EMB. 25" MAX. J SHIM SPACE RIGID. FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION HEAD SHOW JAMBS SWEAT EXTERIOR INTERIOR 1011"-- cqliWOOD FRAMING OR 2X BUCK BY OTHERS • PERIMETER SEAL BY OTHERS • #10 W000 SCREW RIGID FILLER .25" MAX. f SHIM SPACE SILL WOOD FRAMING OR EX WOK FLANGE NSTALLATION 1 3/8" MIN. EMB. wNs REV I DESORPTION METAL STUD 16GA MIN BY OTHERS DATE I APPROVED EXTERIOR RIGID FILLER #10 TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWN JAMBS SWEAR 25° MAX, SHIM SPACE #10 TEK SCREW RIGID FILLER 25° MAX. U SHIM SPACE METAL FRAMING 16GA MIN BY ATHERS SILL METAL FRAMING RANGE WSTALLA7ION • 4- POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 •DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FLANGE INSTALLATION DETAILS DRAWN; R.L. DWG NO. 08/00845 !Iv WALE NTS I DAM 09/02/09:. I E r 2 OF 5 ��Zi1RS1 t 0 41.. S.`14°42;ivel %Tr. ;;I: OP r . ,....., ,..40,,,,,,,........ iieefetNilncr, . 2.50" MIN. EDGE DISTANCE • 4 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT .25" MAX. } SHIM 'SPACE RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR HEAD & JAMB CONCRETEIMASONRY BOX FRAME INSTALL-4710N HEAD SHOWN, JAMBS SIMIAR 1X BUCK PT 1.25" MIN. EMB. • • EXTERIOR INTERIOR , 3/18" TAPCON RIGID FILLER .25" MAX. SHIM SPACE 2.50° MIN. EDGE DISTANCE SILL CONCRETEIMASONRY BOX FRAME WSTALLATION CONCRETE/ MASONRY BY OTHERS PERIMi1kN *SEAL BY OTHERS EXTERIOR 1 3/8" MIN. EMB. 25" MAX. ] SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMWOORPX SUCK SOX FRAME INSTALLATION HEAD SHOWN, JAMBSSIMILAN EXTERIOR INTERIOR WOOD FRAMING. OR 2X BUCK BY OTHERS #10 WOOD SCREW RIGID FILLER .25" MAX. `SHIM SPACE PERIMETER SEAL BY OTHERS SILL WOOD FRAMWO OR AX BUCK f B D X FRAME MISTALLA)TON 1 3/8" MIN. EMB. REVISIONS REY DESCIOPRO•I DATE APPROVED METAL STUD 16GA MIN BY OTHERS RIGID FILLER 10' TEK SCREW EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMBS S!M LAR EXTERIOR INTERIOR METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING BOX FRAME WSTAUAT1ON .25" MAX. SHIM SPACE #10 TEK SCREW RIGID FILLER .25" MAX. U SHIM SPACE PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2780 PVC DOUBLE HUNG WINDOW DH2880 PVC DOUBLE HUNG WINDOW BOX FRAME INSTALLATION DETAILS DRAWN: R.L DWG NO. 08/00845 T sc.EE NTS I DATE 09/02/09 1814173 OF 5 At U 1!N !f ;tf _* • 4- CONCRETE/ MASONRY BY OTHERS 1X BUCK PT 1.25" MIN. EMB. .25" MAX. _} SHIM SPACE RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR HEAD & JAMB OONOREIEIMA8ONRY FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR 3/16" TAPCON RIGID FILLER IX BUCK PT' 1.25" MIN. EMB. • 2.50" MIN. EDGE DISTANCE. SILL CONCRE E/MASONRYFININSTALLATION WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR 1.38" MIN. .EMB. .25" MAX. • SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 w00D CREW RIGID FILLER WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE / BY OTHERS MASONRY BY OTHERS .25" MAX. U SHIM SPACE 1.38° MIN. EMB. WOOD FRAMING OR MC BUCK RN INSTALLATION REVISIONS REV DESCRIPRON DATE APPROVED METAL STUD 16GA MIN J, BY OTHERS HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 TEK SCREW' RIGID FILLER .25" MAX. SHIM SPACE METAL FRAMING 180A MIN BY OTHERS SILL METAL FRAMING FIN WSTALLAT7ON PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FIN INSTALLATION 'DETAILS DRA94N R.L. I WAG NO 08/00845. sCALE "NTS I GAIE 09/02/09 1 sHEEr 4 OF 5 �R 1 4- 4.455" HEAD & JAMB (8301) VINYL PVC MS' THICK 1.476° MM SILL (8302) WNW. PVC.075°THICK 1.921. -1 1.56" 1.19" j_ .5" .5° + .5" HEAD ADAPTER (8341) SILL ADAPTER (8342) WNW. PVC .08°TH/CK VINYL PVC .06°THICK REVISIONS REV DESCRIPTION OAR I APPROVED -1.921" .285" 1.51" 1.476" 83" f f INNER INTERLOCK RAIL (8808) OUTER INTERLOCK RAIL (8307) HORIZONTAL SASH (8305) VERTICAL SASH (8306) 5116" PLAIN BEAD (8321) VINYL PVC.a7°now 1.476" -{ 1.04" f+ .5" STIFFENER (ST1007B) 18GA GALVANIZED STEEL VINYL PVC .07° THICK • EXTERIOR SIKAFLEX 552 .313" .125" HS .090" BUTACITE PVB .125" HS INTERIOR GLASS TYPEA TO BEUSEDW DHIODOP 11.438" 88" HS .090" BUTACITE PVB .188" HS .125" HS .090" SENTRY GLASPLUS .125° H5 VINYL PVC.07°THICK VINYL PVC.07" THICK .125" HS .090" BUTACkTE PVB .125" TEMP .125" HS GLASS TYPE B TO BE USED IN CHI00OP 552 GLASS TYPEC MBE USED (I DH 10008 EXTERIOR SIKAFLEX 552 .875" .125" TEMP INTERIOR GLASS TYPE D TO BE USED MIOHIOOOP VINYL PVC.O6°THICK .985" 1 .265" 1.378" .198 FIN ADAPTER VINYL PVC .O82 °THICK 5/16" LIFT BEAD (8320) VINYL PVC .06' THICK .985° .787" .15" RIGID FILLER VINYL PVC .15"THICK �-{ 1.279° 718" LIFT BEAD (832P" PLAIN BEAD (8225) ,15" VINYL PVC .08 "THICK W M PVO.08"THICK RIGID FILLER WW1. PVC .16°THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW COMPONENTS AND GLAZING DETAILS oRAwN: R.L DWO ND. 08/00845 smil NTS I DAR 09/02/09 I sHEer5 OF 5 R