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WS-08-1542Project Address 848 NE 91 Terrace Miami Shores, FL 33138- Owner Information Fees Due CCF Education Surcharge Permit Fee Submittal Fee Technology Fee Total: Amount $1.80 $0.60 $220.00 $3.00 $5.50 $230.90 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Building Department Copy Address V 4/ Pe O. 1 i 8-1 5142 Sh indo #tt Permit Status APP Expiration: 03/03/2009 Parcel Number 1132060050350 Block: Lot Type of Work: WINDOWS No of Openings: 12 Additional Info: IMPACT Classification: Residential Contractor(s) HOME OWNER Phone CeII Phone MOJDEH SHUSHTAR 3928 GATEWAY Drive PHILADELPHIA PA 19145- Valuation: Total Sq Feet: $ 2,500.00 0 Authorized Signature: Owner / Applicant / Contractor / Agent Phone Total Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: $ 0.0 Applicant MOJDEH SHUSHTAR CeII Available Inspections : Inspection Type: Final Shutters Shutter Attachment Window Door Attachment Final 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 September 04, 2008 Date Thursday, September 4, 2008 1 Itt lu'6 & e E . BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): ( Building) Roofing Owner's Name (Fee a Simple Titleholder) Owner's Address "" 48 etl city $11� g11 II ``'' State no. Tenant/Lessee Name Iv Ik Job Address (where the work is being done) %tato, at Wawa City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO V Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. * f Certificate of Competency No. Architect/Engineer's Name (if applicable) 1V t I\ Value of Work For this Permit $ 2 Type of Work: ❑Addition ['Alteration ['New Describe Work: vam.a WO fa t.rwaars Submittal Fee $ O Notary Scanning $ Bond $ Structural Review. $ Miami Shores Village Building Department 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Fee $ W REr (EIIVE AU 2 1 Permit No. W% o8 -1Psk2 Master Permit No. one # � � 5) ‘io 3,71 zip Tb 3S 't Phone # 11 1 A Phone # Phone # Square / Linear Footage Of Work: 42- Repair/Re o lace D Demolition Total Fee Now Due $ *********** * * * * * * * * * **** ** *******:x ***** Fees*** * * ** ** * ** * **** :*a:** ******** ** * * *** *** **** CCF $ Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Code Enforcement $ Double Fee $ CO /CC Zoning $ See Reverse side -, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgt go I j nder' § (if applicable) Mortgage> L6ider'0Wdiess'i City State Zip Application is hereby made to obtain a permit to do the work dud liMadations 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 'urisdiction. I understand f thg a separate permit must be secgreil for AT ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOL POOL,t;FIVNAO,S, B'I tLERS, HEAT , FANKS did AIlZr OND_STIONERS, ETC a • • OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and"that all worl'kwill be done in with all PP regulating applicable laws re ulatin construction Airtilli. a°. `` °. `' t "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 66,TTQ RNE »EE,ORE RECORDING YOUR NOTICE OF COMMENCEMENT." M'es 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. t ': i, Sig * Signature i, I'A._ Ow d gent The foregoing instrument was acknowledged before me this day of [(• 0u� 2oot,by who is personally 16town to me or who has produced M.-- I As identification and who did take an oath. NOTARY PUBLIC: Sign: My Commission Expires:3 In 12 APPLICATION APPROVED BY: (Revised 07/10/07) A (E /1) CAMS LOPEZ Notary Pt*, State of Florida Commies!** DD770480 comm. ;, ;, ; Mat. 19, 2012 Signatt0 Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by 1 who is pi'rdnally known to me or who has produced as identification and who did take an oath. NOT RYPV BLIC: Sign: • My Co 4,si F. • Plans Examiner Engineer ning 08/18/2008 13:51 FAX 561 218 6300 PUSFCFLBRO1 NAME: VILLAGE OF MIA I SHORES OWNER BUILDER DISCLOSURE STATEMENT DATE: Belk ) SCA ADDRESS: eQN6 q/ - Tex Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial /1 10 9 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial ---1- 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial�}'Yl,' J 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial`l t°4-/3 Cj 0002/0003 08/18/2008 13:51 FAX 561 218 6300 PUSFCFLBRO1 SCENE AU 2 1 zone 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 3 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial `-�i S 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held Liable for all doctor and related cost which could include loss of wages during recovery from injury. Initiai 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 1 day of By ! r o_ J J G Sig f o k f who w fro_ Produced there License or Initial ,20 0g me or who has as identification. NOTARY 49 .µrhr� Sharon 1 Morris • - •` My Commission 00354437 aM` Expires September 19, 2008 l� 0003/0003 % of -1542_ PERMIT #; V S (/ a 1 , ❑ Contractor P-efwner ❑ Architect Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 o S s e,a Picked up 2 sets of plans and (other) Address: /U /- e l S r (� d� �/L{� L e m i t/ Y 2p From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that th lans need to be brought back to Miami Shores Village Building De .. ' ent to co in permitting process. Acknowledged by: / 4, / L~v' PERMIT CLEARK INITIAL: V RESUBMITTED DATE: 2 1 0 PERMIT CLEARK INITIAL: RECEIPT DATE: P di At 0 E (9 I APPROVED BY ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANC • ... •. . • • • •• • • •.• • ••••••• r 41 ei • • • STATE AND DOOM? RULES AND REGULATIONS -� r n lr. JrPk)I'+T4. kg t4E ir s ra"c € • • ••••• • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • 11 1 " 0 % /Z () R\ R , A Miami Shores Building Department I Product Openlxa I Approval Schedule Description of Window . or P oor or on / Comparison ProductAcce , taace um Chart Product proval Address:. Opening Design essure , ;, Rough Opening MillIETMONi ° Permit Shutter Re, aired es / o No. 08— Mullion Required es / ' o '' C y Impact es / o esign - e ( +) PSF () PSF ( +) PSF ( -) PSF 1 AC AS 1 Window ez -o32z. o( tRo, -`go 4.40.D -OM 11lw)cS5.rA t•) ii ea '16 't» Wtrt[Lou. o 'i ... ooz .o4. 4-26, -1 o 449.29, ••41.116 '31..7SwYCre, - No 1.1a • Yft 3 Wirt& .o —o Z ,.1. - =o D - X3.4 -111W So $1I He, -46 .e.s w to cloth) o 7 -0 2 . b(.. -1- : - - ` 0 IaI W)e S411 .. S W ►vtCV c—) 01— 0.3 22.04. +ga, - 41.24,-41/411, 7.3,7514 Iwo ti 0 is o y60 • w,r►ds+‘si. 0 _ . e► _ t :o :.a q 9S- s"�3:QT 1' w � up lip l w, ndow ' ; 7 .7rXso. 1S o A a-, w I rid ew 0 7- •322. , *b, .-$e 43.22 -114 et 3 13 110 `i aJ winab.0 0 -e 22 .o + ; n -"20 4 3r -R7.t. - 1'1 w 2to It u 0 +Sp 0.3 1 e ti+J in .. t•.) C -o Z z • e + w-' : j 3t.. .t o o 0o ,ems win • t cP - 0 z. c b r t � 0 ii ���I r f "lit! C 1s�.Z1M Is o Ng Al D, 12- t -t 4 •p inninnEPHEZMIELVIHMEMEn 37M %VP 14 1./0 •••• • .4..4, .. • • • •• • •• • • • • x •••••• • .. . • .... • _.... • .. • • •••• .4 . • • ..•••• • . • • . •• _. • • • e • • •.. • • • • -.... • • ' • • • . • • .. . . . • -- . T E M e'yde4 !v •Situ shtior 1 141 LI 6 9 t - re•cra �e MI *An seiy #L 33491 • • • . .. • • . • .. ... . •••• • • •• • • • $,3114% a't'w.tiw Ntta ► ,ankl,vr►t., 9e * is S!2 Calculated Parameters Type of Structure HeightlLeast Horizontal Dim 0.30 Flexible Structure _ No User Input Data cture Type Building Basic Wind Speed (V) 142 I mph Sfuc Category (I, II, III, or IV) 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz lope of Roof 3.5 :12 Slope of Roof (Theta) 16.3 Deg ype of Roof Gabled Kd (Directonaity Factor) 0.85 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 12.00 ft Mean Roof Height (Ht) 10.00 ft idth Perp. To Wind Dir (B) 48.00 ft idth Paral. To Wind Dir (L) 33.00 ft Developed by Meca Enterprises, Inc. Copyright 2006 WINDO2 v2 -21 • . • 45. ••• • • • ••• • • • •• •• • • • • . • • • • .• • • • • • • • • • • ••• ••• • • • • • • • • •. ••. . •..• •••• Detailed Wind Load Design (Method 2) pprk1SEB 7x-02' • • Analysis by AR Company Name: Sanalil Inc. Descri • • n: Wind Load calculation for House at 848 NE 91 Terr iami Shor-, mportance•Factor •1• •'I• • Prone Region (V>100 mph) -Alpha = zg= At = Bt= Bm 1 Cc = Epsilon = Zmin = ammeters Table 6-2 Values 9.500 900.000 0.105 1.000 0.650 0200 500.00 ft 0200 15.00 ft Gust Factor Category I:, id Structures - Simplified Method Izm Lzm Q Gusl2 G For rigid structures (Nat Freq > 1 Hz) use 0.85 Gust actor Category 11: Rigid Structures - Complete Zmin Cc * (33/z)"0.167 r(zm/33y`Epsilon 11(1 +0.63*(IB +Ht )"0.63))"0.5 0.925* 1 +1.7*Izm *3.4 *Q 1 +1.7*3.4 *lzm 0.85 15.00 0.2281 427.06 0.9209 0.8834 ft ft Gust Factor Summary Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fla 6-5 Internal Pressure Coefficients for Buildings, Gcpi Open Buildings Partially Enclosed Buildings Enclosed Buildin!L 8/31/2008 1/3a1ti,% At V.-4 *m fei4 404.i" Page No. 'I of 2 Q E 54 3+ 7. . , a = 3.3 ==> ) 3.30 ft Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. 2 _ Z-�_ 1 2 • a as Gabled Roof 7 < Theta <= 45 • • ••• • • •• •• • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • ••• WINDO2 v2 -21 . Detailed Wind Load Design (Method 2 ); pQ, �GE r 7O2. ' : •'. • Figure 6-11- External Pressure CoeTh'cierits. Geo: • • • • Loads on Components and Cladding for Buildings w/ Ht 4= 60 ft •• • • • •• ••• •• I. •. 3 • . • • • • • . .. • • • • • • •• • 8/31/2008 Developed by Mace Enterprises, Inc. Copyright 2006 Page No. 2 of 2 L/■MIAIV Width (ft) 925 VIM, VI I VI I vw._v.... ....- ..... . - - -. -- -- -- Component 1 4.2 Area ( 2) 38.85 Zone 4 GC Max 0.90 . Min -1.00 k ill 1'I' -' I'� i s+y Max 40.07 Min -43.80 2 3.06 4.2 12.85 4 0.98 -1.08 43.23 -46.96 3 9.25 4.2 38.85 4 0.90 -1.00 40.07 -43.80 4 1.6 42 6.72 5 1.00 - 1.40 43.95 -58.85 5 6.15 4.2 25.83 4 0.93 -1.03 4124 -44.96 6 1.6 4.2 6.72 5 1.00 -1.40 43.95 -58.85 7 6.15 4.2 25.83 4 0.93 -1.03 4124 -44.96 8 3.07 4.2 12.89 4 0.98 -1.08 43.22 -46.95 9 1.6 22 3.52 4 1.00 -1.10 43.95 47.68 10 3.07 4.2 12.89 4 0.98 - 1.08 4322 -46.95 a = 3.3 ==> ) 3.30 ft Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. 2 _ Z-�_ 1 2 • a as Gabled Roof 7 < Theta <= 45 • • ••• • • •• •• • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • ••• WINDO2 v2 -21 . Detailed Wind Load Design (Method 2 ); pQ, �GE r 7O2. ' : •'. • Figure 6-11- External Pressure CoeTh'cierits. Geo: • • • • Loads on Components and Cladding for Buildings w/ Ht 4= 60 ft •• • • • •• ••• •• I. •. 3 • . • • • • • . .. • • • • • • •• • 8/31/2008 Developed by Mace Enterprises, Inc. Copyright 2006 Page No. 2 of 2 MIAMI ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION Clo is • • •• • • • • • •• • • • •• •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• •'• ••• • •'• M tM(DAD o :: •' • • • • • • M P 1 P • GLER BUILDING • • • • • • • • • • • • MOVES? FLAMER STREET, SUITE 1603 M1A110, F1:O1UDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• . • • • • • • •• • • •••• • •• • NOTICE OF ACCEPTANCEjNOA) PGT Industries 1070 Tedlnology 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 Mlami -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 hen, 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 Gripped Mullion -L1VLL APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sleets 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., 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. MICE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a perinanent label with the manufacture'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 perfbrmance of this product. TERMINATION of this NOA will occur after the expiration slate 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 moment 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 litecattue. ratty 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 manufacnuer 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. •• • ••• • • ••• •• NOA No 06-0125.07 Expiration Date June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries A. DRAWINGS • • • • • • • • • NOTICE OF ACCEPTANCE: E' EWE S MfTEN • • • • 1. Manufacturer's die drawings and sections. ' • . • . • • . 2. Drawing No 6221, titled "1" Heavy Wall, Elavat of s Attafinum•F`ulow 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 # 04-0528.05" 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. FTL -2903, dated 01/05 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 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 a lx 2 x 3/4" wall vertical mullion 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 # 04-0528.05" 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. Gascon, P.E. Clot, Product Control Division NOA No 064125 07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries • . ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTICE • F ACCEPTANCE: E IDEIQ'CE SC'1 • • • • • • TED. • • • • E. MATERIAL ChitTWICATIONS 1. None. E -2 • • • • • ••• •• D. QUALITY ASSURANCE ' • • • • • 1. Miami Dade Building Code Compliance MO (6CCt : �: :.. • • 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 POT Industries for their 1" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No O6. 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL '9 "C" OR "D' AT BOTH DS AND AT BOTTOM MULLIONS W =W1 +W2 H H1 +H2 (2) WINDOWS MULLED /ONE ABOVE FOR OETERWNNG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 Nt) MAX OPENNG = H OR H1+H2 MULL LENGTH = W OR W1 +112 M2) MAX OPENING = W OR W1 +1Y2 MULL LENGTH = H1 ANCHORS DETAIL. A ANCHORS DETAIL A W W1 +W2 +W3 H a H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR OVERARMING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5. 6 & 7 MAX OPENING = H OR H1+H2 MULL LENGTH a W OR W1 +W2 +W3 MAX OPENING = W1 +W2 OR 67 +W3 MULL LENGTH = 111 USED IN THE DESIGN OF THIS PRODUCT. M3) M4) ANCHORS DETAIL "B "C" OR "0" AT BOTH ENDS AND AT BOTTOMS 1 11111 lir JAl1!`. . ., .............., P107'E5: 1. THE 3.3 11.3% STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A .3. MUWONS 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 NDS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & resiwU TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE 2004 ED/T/ON FOR THE HIGH VELOCITY HURRICANE ZONE (tMIZ). • 6. WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® To THE STRUCTURE. MAXIMUM MULLIONS OF (7) UNITS. - j°n P.E. PE SUUtwrd ANCHORS DETAIL 'B "C" OR "D BOTH ENDS ANCHORS DETAIL v. "C" OR "D" BOTH ENDS ULLION W W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING AJAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W 01? W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE: 11 = 111 +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 ••• • • • • • • • •• • •• • QUANTITY AND LOCATION, REFj9. 3 SHEETS • • • • •••• TO BE USED ONLY a WII T TH PGT INDUSTRIES' DUCTS • •• • • •4 •••• • • • • • • • • • • 1 " HEAVY WAG ErEVATION '. t0 ALUMINUM TUBE C4JPPEd .M44CLIQN • • P.MACISe MULLS [ NTS1 "+ 7 411 • • 6221 D PCT ix MUWON CLIP. CUT FLANGES OFF CUP TO FORM A It CHANNEL AND INSTALL AS SHOWN POT Ix MUWO FOR 1 TYPICAL MULLION TO MULLION INSTALLATION DETAIL 'A" /12 RI SMS STAGGERED ON OPPOSITE SIDES (so As NOT To INTERFERE %1774 EACH OTHER) SEE NOTE 3 #12 SCREW SEE NOTE 3 r OR 4 #12 F74 SMS STAGGERED ON OPPOSITE SIDES (50 NOT TO INTERFERE WITH EACH 01740) SEE NOTE 3 POT ix MU TYP CAL MULUON TO STRUCTURE WITH NOTES V/000 BUCK. DETAIL V" 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MAW-DADE COUNTY APPROVED ELCQ 1/4- TAPCONS OR '1/4" SS4 CRETE-FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE It:„.• IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRE7E-FLEX 1 3/4" NO 1 2. FOR WOOD APPUCATIONS USE P2 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2. 4 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR it4 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 AfULL- ro-cup TO BE HALF THE QUAN7I7Y OF ANCHORS FROM CUP-TO-OPENING (MINIMUM OF 2 =PEWS PER CUP). 5. A 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 APPLICN3LE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCA770N. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. SEE • "If NO PGT ix MULLION-'- W000 DUCK REMOVED TO CONCRETE s,r Robert L Clark P.E. PE 09712 Strudurd v.• • 40-yil WOOD ONO( * Dr FROM CONC.. DETAIL C" rr ircwoLocr ORNE *WW. PL 34270 P.O. BOX 1/29 02140WIS. FL Jan 2' OR 4' BUCK TYPICAL MULUON TO STRUCTURE KITH WOOD BUCK AND CONC. DETAIL "D" /12 F74 SMS STAGGERED ON OPPOSITE SIDES (so AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR. SEE NOTES 1 & 3 • • • • •• • • • • • • • • • • 0 TO BE USED ONLY WITH PGT INDLIVM„E'RODUCTS Tit riwo8PSEY AWES Jai 5 7 11c' %/04 nin7191(9. DAIS 112 F74 WS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR EE NOTES 1 & 3 II • • 00 • • 1 y e • • • IN/011/CIUMNED 001 rag •Miplawit , 27.1 , 4;y1 • • • • • • b• 0199 ep P,J.P. 4,28/00 . • • • ... • • 1" HEAVY li INSTALLATION pfm. 1 e ALUMINUM 71.1BELIPPL11,14ILLION: ":• „.. • " hau ' r i a 7 47 62M 9 • 1" MULL _CUP (CUP TO OPENING) EXTRUSION DWG 11099 1-21 It 1" MULL CLIP W/TABS REMOVED (CUP TO MULL) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 A' 1 J /16 1 15/16 1 3/6 3 3/16 ® MEW ANCHOR ® T IQANCHOR © FO 1 CA /2 `MIN J MIN. 1 ONE (1) ANCHOR ® TWO (2) ANCHOR LO AT1ON LOCATION 1. filESEML: QUANTITY OF ANCHORS SOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO Owns 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE LEST REPORTS: FR- 2902 2903 AND 2975. IN.TYP. (2)EQ.SP (A- 3/4)/2 MIN. THR E (3) ANCHOR .A-T70NS • < .'i P 2 P.E. Structural 10 � N015299. ft P.5 9011 1528 R. 34274 IN.TYP. (4)EQ.SP.® (A- 3/4)/4 D S X (6) ANCHOR LOCATION$ NIA. ® (5) Aloof Impala • TO BE USED ONLY WITH POT IN MI DUSTRIESe O UCTS. FKs� V30/08 git rg ll@5 Siff : FIG 5/06 � Vat P.J.P. 4/28/00 PlaiiILTSENVINED „I`tl1Mh • ^i n�asin • •• • •. •. • • • • •• • •..• ALUMINUM TUBS. C1�IPPED . MULLION • SirferAkdOt _ • • uuu.s NTS I 3 .' 7 • j• • • 6221 • • •. • • HEAVY WALL, AI�CHOR.LOGATIOIILS.. • • • 21 2 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 teZ '0/6.4 PE 39 C1424. P.E. swotu•l TO BE USED ONLY KM PGT INDUSTRIES PROpUCTS ' ► '�„`F 3 � P.O. SOX iX19 R. 34274 • • • • • •• • • • • •••• •••• • •• •• • • • • • • • • • • • • • • • • 1 WALL, MIALIOM • IMPLES' 7 - •••• • ALUMINUM TUBE •&L°PPED 'MULLION • Su1 Soule Shalt Vilkia Rae mats 1 X 4 N 7 6221 C • • CHART 2. - 1x2.75x.37S QTY. a TYP. OPENING WIDTH IN INCHl93 ANCHOR CUP TO OP28NG CUP TO MULL 42 48 60.821E so 63 66 72 76 78 84 90 98 (2)A'(3)A (3) 0 (3) B (3) B (3) B 170 170 170 170 170 166 170 145 7 152 131 131 113 113 86 86 73 73 87 67 54 54 43 . 43 38 ; 38 25 25 (2) A (3) A (3) B (3) B (3) B (3) B 170 170 170 170 181 170 147 170 127 131 112 112 97 97 73 73 62 82 57 57 45 45 37 37 30 30 21 21 (2) A (3) A (3) B (3) B (3) B (3) 170 170 161 170 148 170 135 165 116 118 99 99 85 85 65 66 54 54 50 50 40 40 3232 28 , 26 18 18 ( (3) B (3) B 170 154 140 4 128 101 90 77 58 49 45 35 28 23 18 (3) A (3) B (3) 170 170 170 153 107 90 77 58 49 35 28 23 16 2) A (3) B (3) B 170 150 138 121 100 84 72 54 45 41 32 26 21 (3) A (3) (3) B 170 170 170 148 100 84 72" 45 41 32 28 � 21 1 1 60 70 80 90 100 ( A (3) A (3) B (4) B (3) B (3) 170 170 149 170 134 170 119 142 88 98 108 111 23 CHART 1.. lx2x.376 QTY. . OPEMNG WIDTH 04 INCHES 84 90 98 165 142 ' 134 130 130 129 118 107 102 100 115 100 91 85 82 94 , 81 - 73 68 64 67 58 51 47 44 58 49 44 40 37 • 60 43 - 38 34 32 38 32 29 26 24 ' 32 27 24 , 22 20 30 25 22 20 18 24 20 17 16 - 19 16 18 130 130 98 99 80 80 63 62 42 41 35 34 30 , 29 22 21 18 17 17 16 130 99 80 62 41 34 28 20 17 16 130 98 80 62 41 34 28 20 16 15 ANCHOR 80 CLIP TO (2) A OPBIING (2) 8 CLIP MULL LOS (1) 42 48 50.625 84 so 63 88 72 78 78 17 15 15 80 68 50 42 38 30 24 19 23 19 80 (2) A (2) (1) B ( A (2) B (1) B 19 17 (2) A (2) (1) B 90 100 110 120 (2) A (2) A (2) A (2) A (2) B (2) B (2) 8 (2) B 130 160 (2) A (2) A (2) 13 ( B (1) B (1) B (1) 8 (1)B (1) B (1)B 130 99 80 82 41 34 28 20 16 80 68 50 42 38 30 24 19 11 A (3) (3) 170 149 134 118 93 77 65 48 40 36 28 22 18 10 (3) A (4) (3) 170 170 170 141 93 77 65 48 40 38 28 22 18 1 (2) A (3) (3) B 170 149 134 118 92 78 64 46 38 35 27 21 17 20 (3) A (4) (3) 170 170 170 141 92 76 64 48 38 35 27 21 17 130 (2) A (3) A (3)B (4)B (3) B (3) B 170 170 149 170 134 170 118 141 82 92 76 63 45 37 33 26 20 16 76 63 45 37 33 26 20 16 180 (2) A (3) A (3)B (4) (3) B 170 149 134 118 92 76 63 38 32 24 19 15 NOM" F1. 34275 P.O. HON MX NOKOYS R. J4274 (3) 8 170 170 170 141 92 76 63 44 36 32 24 19 15 Vertical Mull Length Horizontal MuU E Wkt 1. M 43i7MUM ALLOWABLE PRESSURE W 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 X 0/8/06 . 4/28 00 •••••• • 5ro�•i0a • • P.J.P. 5lrta/•oda 9o01r • 4 Mints NTS ,M• 111"1,14'. • 5 or 7• 6221 4. ANCHOR TYPES: A. ELCO 1/4 TAPCONS. EMBED. (1 1/ OR • • - - - • 1/4' SS4 CRETE —FLEX. (1.3.4 O 1 ••• B. 119 CP_RFWC • • • 4 • • • 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • 41 • • • TO BE USED ONLY YfiTH POT gl ife 1A0/06 0 GroG s 20 Multiple Mulled Unlbs cze s�rhxrz • • • • • • • ••• • • • • • • • • • 1 HEAVY WILC,: Ptl4ESSURE CH r •& ALUMINUM T12BE ci.IPPE'J3 •M4JLL!ON. Ito CHART 3. - 1x2.75x.65O QTY. & TYP. _ ANCHOR 80 60 70 80 90 100 110 120 130 160 OPE.16NG . (3) B (4) B (3) B 4) B (3) B 4) B B 4) AB ( B (4) AB (3) (4) B (3) ( 4) B (3) B (4) B ( B (4) 0 (3) B 4 B CLIP TO MULL 42 170 170 170 170 170 170 170 170 170 • 170 170 170 170 170 170 170 170 170 170 170 48 170 170 160 170 148 169 141 161 138 158 137 167 137 157 137 157 137 157 60. r. 188 170 148 169 138 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 152 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 133 152 117 134 108 122 99 113 94 107 90 103 88 101 88 100 88 00 88 100 105 99 83 95 81 93 80 91 80 91 80 91 97 90 77 85 75 82 73 80 73 79 73 79 73 87 ' 63 63 60 60 58 58 56 58 56 61 56 52 52 49 49 47 47 46 48 54 60 63 68 72 76 78 84 90 98 109 111 ( B ( B B (2) 0 (2) B (2) B (2) B (2) B (2) B (2) B (2) B C2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B ( B 125 143 110 128 99 114 118 135 103 118 93 107 108 108 92 92 81 81 91 91 77 77 68 68 92 88 73 61 44 31 44 31 29 29 24 38 • 38 26 28 23 23 20 20 OPENING WIDTH IN INCHES 87 81 67 56 Vertical Mull Mull Length I— --I Horizontal Mull Mufti* Mulled Units Mull Length 17 17 15 Rabat 2 P.E. StattOund 15 21 21 18 18 17 17 15 15 - - 137 157 45 MBES 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 FR -2902. 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 J /4 ").OR 1/4" SS4 CRETE —FLEX, EMBED. (1.V4' B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED Qom' V, 7H PCT INDUSTRIES 4'IW)O.UCTS $7SO/a6 Oh sm. RI 575/06 .••• P PS Vlivoo •,,••- ' ►, TECHNOLOGY OHNE FL 3 P.O. BOX 1:29 NOH W* FL 31274 • • • •• • •• • • • • •• • • •• • • •• • • • •. • • • • • • • 1 " HEAVY WALL` PRESSUI :CHART J..: • ALUMINUM TUBS. CUPPED MULLION • S.NnWae.R swat sa.w ermine rt Aldus I NTS I 6 d 7 . • • 6221 CHART 4. - 1x4x.374 CITY. aTYP. ANCHOR CUP TO OPENING CUP NULL& OPINING WIDTH IN IN .I�9 170 170 169 170 , 144 170 133 170 126 170 121 170 117 169 116 168 118 185 ( (3) A (2) A (3) A (2) A (3) A ( A (3) A (2)) A (3) A (2) A (3) A (2) A (3) A ( A (3) A ( 4 ) 8 ( 6 ) 8 ( 4 ) B (8) t (4) 8 (5) B (4) B (6) B (4) 8 (6) 8 (4) 8 (8) B (4) B (6) 8 (4) B (6) B (4)B • A •( ( 8 ( 8 (5) B ( B (6) 8 ( B (5) B (6) B ( 8 ( B (5) B (5) 8 I (6) 8 (5) B (5) 8 (5) 170 170 170 170 170 170 4 170 170 170 170 170 4 170 170 170 170 170 170 170 170 170 170 170 170 170 ; 170 170 170 , 170 170, 170 1 170 170 170, 170 ; 170 170 170 170 170 170 170 170 170 170 170 170 1 170 170 170 ' 170 170 1 170 170 170 170 170 170 170 170 170 169, 170 182 170 ; 158 170 j 157 170 157 170 157 , 170 170 170 170 170 154 170 143 170 138 170 131 170 128 170 127 170 127 170 170 170 150 170 135 170 125 170 117 166 ' 112 156 108 154 170 134 170 120 185 110 148 103 136 98 127 94 144 .170 125 160 112 140 102 128 96 116 90 108 F 86 140 170 121 128 138 111 148 108 129 99 118 92 108 87 99 1 83 117 98 102 90 92 83 83 77 77 1 73 112 112 96 95 82 82 74 74 67 67 62 62 1 68 92 92 78 " 67 87 60 80 64 54 , 50 60 47 64 64 54 54 47 47 42 42 37 37 34 34 i 32 59 69 50 60 43 43 38 38 34 34 31 31 f 29 27 27 22 22 19 19 17 17 15 15 1'0 120 ..130 • 150 106 145 105 144 120 91 115 ' 89 112 102 83 98 81 Sri 93 80 89 78 ' 87 73 69 69 68 66 68 64 r 64 . 52 62 47 44 44 42 42 32 30 30 28 28 29 2T T 27 ; 28 ; 28 180 : (4) B 170 170 170 157 127 118 106 88 78 76 62 48 38 25 48 54 8d 83 86 72 76 78 00 98 108 111 144 90 Vertical Mull Length I -J Horizontal Mull —fi t, -1 Multiple Mu11ed UMM Mull Length 100 i/� d C lm4, P.E. 1'E1 Structural ' � M Y 140204254 It C I 9 ND@O•MS, n 34274 (3) A (CO (5) B 170 170 170 170 170 165 144 111 93 84 82 48 38 25 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. REFERENCE TEST REPORT F1L -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR • 1/4" SS4 CRETE -FLEX, EMBED • (1 3/47 B. P2 SCREWS • • • • : 5. SEE ANCHOR SPACING DETAILS SHEET .3. • • . TO BE USED Max WITH PGT INDUSTRIES' PRODuorS •••• t••• • .• • • • �• • • ��pp 'so /ae n ' IIG saes sHr ; • • • • F.{ r/5 /06 CHID • • • Om* 4 �e - • •• P.J.P. 4 • • • • 8/0 • .. • Ormtpenm 1 HEAVY WALL, ?e ESSURE• CHART 4 • • • ALUMINUM TUBE CLIPPEM s••r/• idek talk - 5110st • Orwring •e. M U L L S N T S ' ` 7 • a 7 • • • • • • 6224 • . • • • • • 9 MIAMI 0 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • ••• • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • �L AMI 4DE COUNTY, FLORIDA • s • O-DADE 1LAGLBR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • • • • • • MCAAsI FLORIDA 33130 -1563 • • go*. • • • (3D5) 5 -2981 FAX (305) 3 • ..1_311..Ngcod eonline.coz NOTICE OF ACCEPTANCE (NOA) rat wows 1070 Technology Drive Nokomis, FL 34275 Sam 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 mailer, the manufacturer will incur the expense of such testing and the AHJ may innxxxliaftly 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 511-700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13 /06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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 revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• NOA.No. 07 -0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries • • •.. • •• • • • •• . • ;• • • • • • •.. • • • • • • • • • • : • • • • • . . .. • •. NOTICE OF ACCEPTANCE: Ev DE W S17B1VgTTl ,: • • • •. ••. . •• • • � • • ;. ... .. A. DRAWINGS . • ;.; •..;;. • .. 1. Manufacturer's die drawings and sections. ; : • : s'. • : 2. Drawing No 4040 - 20, Sheets 1 through 11 of 11, titled "Alum. Sufglb•Hung Window, Impact ", dated 9/1/05, with revision B dated 11 /13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, '.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4958, dated 10 /03/06, signed and sealed by Edmundo Largaespada, Pte. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FFL - 5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 2018.01) E -1 Manuel P a :XL Product Control aa , ( r NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E -2 • • ••• • • •• ••• • • • •• • • • ; • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• NOTICE OF ACCEPTANCE: EVf i?EiYEE S B1STTFb ; ; • • ; 5. Test reports on 1) Air Infiltration Test, per VAC, TAS E • 2) Uniform Static Air Pressuir„Tejt, :Jac inrpet FBC . TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 •• •• 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Rung Window, .Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. rrL dated 08/10105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08111 /05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 8. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted underprevious NOA #05 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 . along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11 /05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05-1018.01) Manuel P ' Product Control er NOA No.07 IA 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries • • ••• • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVioiriCE SI TED : :. : •• • • • 10. Test reports on 1) Uniform Static Air Pressure Tgpio3d ig ppr CI TAS 202 -94 2) Large Missile Impact Test pafF 3Q, ThS IM-P4 : 3) Cyclic Wind Pressure Loading per FBC, T M -94 along with marked drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. ( Submi#ed under previous NOA 005 - 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA 1/05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their " Solutia Interlayer" dated 03/04/04, expiring on 03 /04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 product co 1, 11 1111 r NOA No. • +'.22.06 Expiration Date: March 23,, 2011 Approval Date: June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET2) A. 8116 LAMI CONSISTING OF (2) LEES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER B. stir LAMI CONSISTING OF (1) LITE OF 1!8' ANNEALED GLASS AND (1) LWE OF 1/I' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLIDUKEEPSAFE MAXIMUM PVB INTERLAYER C. 5116 LAMI CONSISTING OF (2) UTES OF U8' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXASEEPSAFE MAXIMUM PVB INTERLAYER D. 71113' LAMI CONSISTING OF (2) UTES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE ORS MAXIMUM PVB INTERLAYER. E. 718' LAMI CONSISTING OF (1) LITE OF 3116 ANNEALED GLASS AND (1) LITE OF 3116 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB. F. 7116 LAMI CONSISTING OF (2) UTES OF WW HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLIEWKEEPSAFE MAXIMUM PVB INTERLAYER G. 13I1 LAMI IG: (1) LUTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 8118' LAMA CONSISTING OF (2) LEES OF VW ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER H. 13M6 LAMI ID: (1) LITE OF 1/6 HEAT STRENGTHENED GLASS, AN MR SPACE AND 518' LAMA CONSISTING OF (1) UTE OF VP ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAVER. L 13118' LAN IG (1) LATE OF lir HEAT STRENGTHENED GLASS, AN AIR SPACE AND 8118' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEDKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16 LAMA (1) LITE OF 118' HEAT STRENGTHENED GL ASS, AN AIR SPACE AND Mr LAMI CONSISTING OF(2) LITES OF3118'ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16 LAMA IG: MUTE OF 116 HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716 LAMA CONSISTING OF MUTE OF 3/18* ANNEALED GLASS AND (1) LATE OF 3/W HEAT STRENGTHENED GLASS WTHAN .090 DUPONT BUTACITE OR SAREDKEEPSAFE MAXIMUM PVB. L 13118' LAMA IG: (1) UTE OF 116 HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7118' LAMA CONSISTING OF (2) DIES OF 3116 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. &M.13M6 LAMI IG: MUTE OF 116 ANNEALED GLASS, AN AIR SPACE AND 6116' LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. 8, SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 2. CONFIGURATIONS: "OX' (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SA LL OPTION) E. DESIGN PRESSURES: (SEE TABLES. SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ® 7. REFERENCES: TEST REPORTS FTL -4845. FTL.4846. FT L-4&47, F L.4848, FTL•4849, FTL- 4680, FTL.4851. FTL-4723, FTL-4957. FTL+4958 AND FIL-50063. ANSVAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 9.1111S PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITif ® HURRICANE ZONE (HVHZ). • • • •• 9 ••• • •• • • ••• •• • ••• Mot* 4141 •eaCB/6 •1W ••••R CHANGE NOTES3&1 ADD NOTE a ADD GINO TYPE M MINX S TO NNE I.GLA7INGOPTIONS •.s 9/240? Palma ar•e�k FJC FJC & FX e00 Rotas AVO MAIO 70 NOTE 7. J.L 1070T09 1OIAGY can wows. FL P.O. 1120 NOON . R.94V4 GENERAL NOTES • ALUM. SINGLE HUNG WINDOW IMPACT ' •' aareeae rr arrr 4�ep ar woo) I MS 11 11 I 404020 e NOA DRAWING MAP SHEET GENERAL NOTES..._.......1 GLAZING DETAILS_._.__ 2 DESIGN PRESSURES....... 3 ELEVATIONS.---- 4 VERT. SECTIONS_ „ . 6 HORIZ SECTIONS..._.„... 8 PARTS LIST.-----. 6 CORNER DETAIL.............. 7 ANCHORAGE—..---. 8-11 P900VCT REVISED Me••yyHNvoids Se Flotilla /Man Cede `" � .06 Amman AI Dm _ mrD*per.. /i. Vi i,,, • •i •• • • • • ••• • •• •• • • • • • • • 1 /7/ 19 • • • • • /� A • SJ , • • • • o • Robot L. Oast P.E. • • • • • • • • • 000000 • • • •••••• • ••••• • • • ••••• • ••••• • • •••• • • •••• 00000 } }� �+ - 108 0 ANNEALED OR HEAT STRENGTHENED GLASS I .I �}� - - - .090 SOLUTIA OR DUPONT PVB INTERLAYER US' ANNEALED OR HEAT STRENGTHENED GLASS 6018' NOM. 5/16' LAMINATED GLASS 13/16" LAMI 10 GLASS W1 5/16" LAMI 11T NOM. GLASS BITE } 106" ANNEALED OR HEAT QED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 6116' LAMINATED AIR SPACE 118' ANNEALED OR NEAT STRENGTHENED GLASS® 13116' NOM. 3118' AN 8 ALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16* ANNEALED OR HEAT STRENGTHENED GLASS 7118 LAMINATED 7/16" LAMINATED GLASS 13/1r LAMI IG GLASS Wt 7116' LAMI INTERIOR ;> ALL SECTIONS) • ••• 3116' ANNEALED OR HEAT STRENGTHENED GLASS ,, • • • • .090 SOLUTIA OR DUPONT PVB LNTERLAYER • 3116" ANNEALED OR HEAT STRENGTHENED GLASS • • e • • • 7/16' LAMINATED AIR SPACE 118' HEAT STRENGTHENED (LASS 13116' NOM. A NOTE: LAMI 10 OUTBOARD UTES MAY BE UPGRADED TO 3118' WITH NO CHANGE IN DESIGN PRESSURE. •••••• 7/ ••• ►• •• • ••••• •• • • • • • •••• • • FA Itaikate KID /BY 92 7L)f11BLK6LA. BIAS (A,AA111 DWI LDNOTE 11/1386 A• e • IegOS/r qt' Nie1"A FX %WOO A NO C HANGE VHS PEW •A F� K .1.1. I 1070 1 l* 0GVLNAIVE NOKOMIS, R 84778 139X ISM NOICOON3, mum* BST VB13b Betas GLAZING DETAILS • • • ALUM. SINGLE HUNG WINDOW, IMPACT i t"•aelst ar a� ENmo I Full t 2 • 11 I08.•Na 404620 • 000000 • • • 000000 • • ••••• 0 00 0 0 • • • • • 3,417. • • • • ltebeq I!kaF.E. • • • P 'f1� ••• •••• •STrutlu;ai • • • • •••• • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH 48" 50" 52' 53 UP TO 53 U8" (GLASS TYPES: GLASS TYPE &B,M £ A,B,M A,B,M Q A,B,M C,D.E.F,G,H,L,IJC.L A. 5118' LAMI (11EA,.090.1/8"A) B. 6116' LAMA - ('II"A..090.1/8'HSL C. 5118' ',JAI - (1/8"IS,.090.118" S) D. 7/18' LAMI - (3/18"A,.090, 3116"A +130.0 +80.0 +80.0 +80.0 +80.0 83" -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80 0 +80.0 +eo o 66" 80.0 -80.0 -80.0 -80.0 -60.0 +600 +80.0 +80.0 +79.6 +80.0 88" -80.0 - 80.0 .80.0 -79.6 -80.0 WIDOW HEIGHT +80.0 +80.0 +80.0 +78.2 +80.0 70" -80.0 -80.0 - 80.0 -78.2 - 80.0 IMO a� P.O 1SA ptatm4 +89.0 +80.0 +78.8 +76.9 +80.0 72" TEST REPORTS E. 7/16" LAMI - (3PIrA,.090, 3/18"HS) FTL -4846 F. 7/18" LAMI- A3tICHS..090, 3118"/18) FTL4845 G. 13/18" LAMA 10 - 1/8"18. AIR SPACE, 8/18' LAMI - (118"A,.090,1/8"A) FTL4648. 4723 H.13/1" LAMI 10 - 1/8"13, AIR SPACE, 5116" LAMI - (1/6°A.090,181S) FTL-4846 L 13116" LAMA 10- 118"HS, ASR SPACE, SIB" LAMI - (1/8"FS,.090.1/8 "HS) FIL-4648 J. 13/16' LAMI 10 - 1!8'15, AIR SPACE, 7/113" LAMI - (3/16"A,.090, 3/18"A) FTL4049, 4650 -80.0 •80.0 78.8 78.9 40.0 STANDARD YEW & RADIUS TOP FLANGE OR INTEGRAL FSI WINDOWS WI HIGH SILL OPTION ® TABLE 2. BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS 48' 50" 52" 53118" UP 70831/8" GLASS TYPE A,B,M � A,B,M A,B,MA A.B,MA C,D,E,F,G,H.LJ,K,L WINDOW HEIGHT 38 3/8" +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -60.0 44" +80.0 +80.0 +80.0 +80.0 +80.0 80.0 -80.0 -80.0 -80.0 -80.0 50518" +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 63" +80.0 +79.9 +76.9 +75.0 +80.0 -80.0 -79.9 78.9 76.0 -80.0 72" +70.0 +70.0 +70.0 +88.0 +70.0 -70.0 -70.0 -70.0 88.0 -70.0 74" +70.0 +70.0 +68.8 +86.7 +70.0 -70.0 70.0 -88.8 88.7 -70.0 78" +70.0 +70.0 +67.8 +85.5 +70.0 -70.0 -70.0 87.8 85.5 -70.0 'CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH S&L OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 3. WIDTH 1 GLASS TYPE 831/8" 1 D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH • 78" FLANGED AND 78" INTEGRAL FIN) +80.0 J ' -80.0 1 +80.0 1 40.0 ' 1 +8 1 .0 } �0 1 - 80.0 1 +70.01 .0 l +7a G -70.0 1 +70 60 303" 0 j -70.0 1 +70.0 G 1 70 0 FTL-4647. 4648, 4723, 4957 FTL-4847. 4648 F1L-4647, 4648 FIL.4845, 4885 K. lam LAMA IG - 1/8'FS, AIR SPACE, 7/18' LAMA - (3118"A,.090. 3I814) FTL-4649, 4650, 4958 L 13/18" LAMI E - 118FS, AIR SPACE, 716" LAMI - (3116"HS,.090, 3/161S) - FTL4049, 4650 M. 13116" LAMI 10 - 1/8"A, AIR SPACE, 516' LAMA - (1/8'A,.090, 116°A)A FTL -5063 'Vie* Beast TABLE 1 74" 78" +80.0 80.0 +80.0 -80.0 +80.0 80.0 +79.0 -79.0 +77.3 77.3 +78.9 -75.9 +75.4 75.4 +74.0 -74.0 +80.0 -80.0 +60.0 -80.0 TABLE 4. I 1 I I 1 MEETING RAIL " MEETING RAIL x MEETING RAIL 0 17/, a ;fa MINUS SASH ITT • • •• 000000 • ••■ ••• • • •••• NOTES: 1. WBIDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN • • • • • • 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. ® PRESSURES ARE UNEFFECTED. • • 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 131e M08MUM TO 38" MAXIM UM.A • PRODDUCCT8EV186O Marb ete ZN/ • • • • • • • • • • •• • • • • • ••, • • DESIGN PRESSURES _ ° _ • ?��i • • ALUM. SINGLE HUNG WINDOW, IMPACT • • • obertE e{ ,'PE OWNNA* snap I NTS 1 3 • 11 I �� 4040 -20 r2; • • • • • 000 •• • 000000 • • •••••• • •••• • • •••• 000 • • • ••••• • 00000 • OPEMNG LOW SILL MUGH1 SILL 0EllEiN MEIN MEIN KINEA NI . ,. ©.V il LOW IE c. DETAIL SILL SILL 11111A111111ZIESIIMitill 0 LURIA 11E12511 ME= WilaCil *AEA MEM Wang SEMI NC= IIIECU Mani riammammum SEE DLO TABLE SEE DLO TABLE (►AX) 4811' MAX VENT DLO (ALL) DETAIL A 111 83 MAX FLANGED WIDTH 82 air MAX LF. WIDTH FLANGED B DETAIL D VIEW (CUSTOM SASH) SEE DLO TABLE i;I X . ' I o& w 1 I SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) E +, DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET B FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. DETAIL C RADIUS TOP (STANDARD SASH) X c nosily FJL �JC Wit 1 " 1166 Aar 4106 NDS lbakst 8 trishaw J2 ADO IMMORAL F1 (LFJ VER&Og GNb. NOTES ADD NOTE 4. MOCHANGE TH18 T X07 107011ECI.DLOBY B NOKOMa F1.34776 P.O.BQ NO FI.34 KONIB.R32274 c; ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT • • ' 81000 I NTSI 4 - 11 l am"' 4040-20 • • 000000 • • 00000 • 00000 • •••• • • •••• •••• • • • • • • ••• • MAX. FIXED UTE DAYLIGHT OPENING MAX WIDTH SECTION A -A INTEGRAL AN (I.F.) FRAME SECTIONS MAX HEIGHT MAX FDWD LITE DAYUGHT OPENING OUTSIDE MAX. varT DAYUGHT OPENING SECTION B-B (LOW SILL SHOWN) INSIDE 2330' (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY HIGH SILL NOTE MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1) 6' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYUGHT OPENING ALTERNATE HIGH SILL • A • • ••• • •••••• •••• • • • ••• ••II••• ULTRAUFT • • • • ONLY • • 2948' (HIGH 8&i) SECTION C-C RADIUS TOP • •' • • (HEAD DETAIL - FLANGED VERSI% • ® O NOTE: BALANCE N PARTS WEI GHT USED BASED SASH 1,15,1 2710' P1039134/ rtIMEED wnop6Ms Mwb Odds • ••• • • •• • • • • • •• JC JC FJL Dale age • H'H06 Rmhbria te` e' "WO LE SECTIONS COMSOLIATEau. CONPOPANTS lkA NO OHM= MS SfEET I I 1070 ItekNOLOGYDRIVE MOKOW FL 81270 BIA N P G FL 4 PST verb a.m. SECTIONS • • ALUM. SINGLE HUNG WINDOW. IMPACT • • aFD=• I Hall S + 11 v* la nw 4040-20 I e •• 00000 • • •••••• • • ••••• • • ••••• •••••• • • • •••••• • ••••• • min mom 1 4002A 2 3 4003C 5 8 7 6 9 10 11 12 13 1085/1086 16 16 1080 -1 17 18 4029-1 19 21 40540 23 40060 26 26 27 28 30 31 34 35 36 37 41 42 44 48 48 47 48 48 60 52 63 54 55 56 57 58 59 FX a,•.ap F.K 1155 1628 4004 4026 4025 4029 1080 4053 1235 %881P...170 X.270 BACK, FN SEPL 1096 1016 #8X.625 PH, FL. SMS 4007 1228 4008 1268 1822 1052 1224 1226 40398 40448 4222A 9850 4071A 4072A 4073A 4074B 4009 1088 2740 1014 1630 1631 OsIx FLANGEFRNAE HEAD 813)(1.000 QUAD PN. FLANGE FRAME SILL (LOW SILL) ADHESNE OPEN CELL FOAM PAD FLANGE FRAMEJM SASH STOP SASH STOP (EGRESS)1.125 LONG SPIRAL BALANCE, 316 618", OR 11/18' BALANCE COYER, Mr OR 118 X.750 PH. PN. SINS BAUWCE BOTTOM BRACKET SASH TAX' GUIDE NI X1 PHILLIPS FLATHEAD B.8TL BALANCE COVER, 11/16* 84H STOP COVER SASH BRACKET #5- 32X1/2'LG. PH. FH. TYPE FS. STL FO ED MEETING RAIL SASH TOP SWEEP LATCH SAMI BOTrOMRAIL (LOWSILL) WSW., BULB VINYL SASH SIDE RAIL SAM FACE GUIDE LAM SETTING BLOCK 332" X 25184" X 1" LAM 10 SETTING DOCK 1'X31 "X 116` VINYL GLAZ BEAD BULB (THICK) VINYL. GLLAZ BEAD' BULB (THIN) GLAZING BEAD, 6/16 LAM. GLASS. GLAZING BEAD, 5118 LAM VW/GRILL KLT GLAZUKI BEID.7/16* LAM GLAZING BEAD, 716* LAM VV9RLL KIT GLAZING BEAD, 13/18° LAM LG. FRAME.LF.HEAD FRAME, IF. LOW BILL FRAME, LF. HIGH SILL FRAM, LF.JAM SILL LATCH (EGRESS) (LOW SI.L) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (41011H ELL) SCREEN FRAME (HOR. B VER.) SCREEN CORNER KEY WRINGS SCREEN CORNER KEYWOUTRINGS a Oft irrrm• ADD LF. FRAM filD1847 4 49A8058 LIFORADEMS1 21. 11/1588 6 ADD fl l6,'L p1D flE*71841 13 18808 "" A� NOMANGE ntB$1 T ablor VIM JL POTS 812225 781PQA 612228 7PAD1826 812227 812244 612244 6BALCVR916 7834M 78ALTBKT 42504 78XIFPAX 80ALCVR670 A 64053 7ULBRKT 7832X12FPFX 64054C 64008 678160 71096 7858 812230 8TP249 812231 42601 71822K 71052K 6TP247WK 6TP248K 640396 644703 64222 6985 84087 64071 84072 84073 64074 784009 7SPRN0 82740 61014 7 71831 1073 SCREEN SPRING 1624 SCREEN SPLINE -.135 DIA, FOAM 7CASP 61824K Fae� MOW WM NONOMB 31714 61 . 87 70 81 83 84 85 86 87 88 89 90 91 1635 505 1181 4051A 4050A � J><etr• SCREEN SPLINE -.135 D1A HARD SCREEN CLOTH GLAZE°CHANNEL (:688 X.500) 48X1:000 PH: BUGLE TEK GLAZING TAPE, 1/18 X1/2 -7/16 LAM SASH BOTTOM RAIL (HIGH SILL) FLANGE ERNE SILL (HIGH SILL) SIL CGEE, D(JWNIE 895 OR EQUIV. 61635K 61816 6533402 706X1 626V1510 64051 A GLASS MS' L M. (1I8'A.090 MELl/rAA) B. GLASS, 5/113' LAM. (U8"A.0eo PVB,18"HS) C.(KASS, 6H8'LAMA, (118'H8,.090 PV8,189L8) D. elms. 7/18' (1/rAL:090 FVB,1B9q E GLASS, TRW LAM (11871.090 PV8.11811S) F. GLASS, 7/16* LAM, (1/8"HS..000 PALL/ S) 0. GLASS, 13/18"LAM 10;1161E, AIR SPACE, 5/16" LAM. (1/8 1.090 P48,1/81t) H. GLASS,13H6* LAM Et JAMS, AIR SPACE, 5/18" LAM, (1/87‘090 PV13,1NHS) L GLASS, 13/16" LAM 1;1E"HS. AIRSPACE, 5,6* LAM, (1/8"HS..090 PNB.1/8'HS) J. OLASS,13116'LAM K'1 1891S, NR SPACE, 7716* LMI. (3/18 74”090 PV8A/16" K. GLASS, 13118" LNA IL 1/811S, AIR SPACE:7/18' 1 AM, (3/16*A.090 PVB,3/169IS) L. GLASS, 13/16` LAM 10 1/8'HS,AIR SPACE, 7/16" LAM, (3/18115,.090 PVB,3/16"HS) ML mass, 1stir LAM 10 1A8% AR SPADE. SPIV LAU (118"1.090 PV8,18'A) 4713o 47 O FRAME, I.F. HEAD #4071A, 6063 FRAME, .F. LOW SILL #40721 6063 -T6 2.37 • • • • • ••4•• £62 NOME THICKNESSS •••• • • • •• FRAME I.F. JAMB ••� . • . V FRAME, .F. HIGH SILL 04074 8063 -T6 • • #4073A, 605346 8 3-78 (USED AS RADIUS TOP HEAD) PARTS LIST • • .m •• ALUM. SINGLE HUNG WINDOW, IMPACT 1•0011at pleat NSW I NTS 18 • 11 I 4040 -20 FROMM INL17IEO L itemaliples eft*, Mils as ado • • Ah • • •• • • • • •• • • • • •• • RobstL am*. SE. Ft 489710 8h,u4aal • 2011 a • • • • • • •••••• • • • •••••• • ••••• • ••• • • •••• 0 0000 • • ••••• 00000 • O FLANGE FRAME HEAD t14002A, 6063 16 Was* nac Paid= O FLANGE FRAME JAMB 04004,6063 -T6 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL 04054A,6083HD -T8® ►�-- 2784 -+{ O FLANGE FRAME SILL (HIGH) 04050A, 606346 ��n }�1.461� O SASH STOP Non, 6063-15 1.707 O SASH TOP RAIL 040060, 6063314.16 If —2784 O FLANGE FRAME SILL (LOW) 040030,6063 -T6 1 28 O SASH BOTTOM RAIL (MOH) 04081A, 6063T6 1978,16 1/2666 8 timaling AND J/P16RADFflFN2f ALLOY ADO PA b•,gc FA Mk FJ SAM 064658 TH6EMET i ,.8,3 i�a .73 0 SASH STOP COVER 04083.8063 -T6 7E2910.0OYDWYB NONCOM FL 36176 NUMB, FL 51274 t. V�tbl r Betnv VIEW D-D VIEW E-E (1H & VIEW HEAD 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION ►1 1.165 ►- .8 1.096-- �--- -• 41 D GLAZING B BAD , 5/16' _L 040398.6003 - T6 31 SASH S DE RAIL 04008, 8063 48 SASH BOTTOM RAIL (Low) 04007,6063 -T6 -.080 O GLAZING BEAD 7/1W 04222, 6063-T5 .050 1.115 -r• -i O GLAZING BEAD, 7118' 0986C, 6063-16 (USED WI GRILL K11) 42 GLAZING B , 5/16' 040448,606316 (USED W/ GRILL KIT) • 1 ---- 1-4—.4-1.0(17 • GLAZING BEAD, 13/18" Id • • • 04067.6063 -T6 • • • • • • • • ••• EXTRUSIONS & FRAME CORNER DETAIL • ALUM. SINGLE HUNG WINDOW. IMPACT • • 670W I Hoff I • 11 r ail' 20 I% • • • • • • • •• • • ••.••• •• •••••• • • •••••• • • 0000 • • 00000 •••••• • • • ••••• • ••••• • ANCHOR CSAMTRES FOR WI ED WINDOWS TABLE 6. WINDOW I-EIGHII SUBSTRATE: 2E603 4.603 58.603 - 64_.603 76.000 ANCHOR TYPE: G MOO WINDOW GLASS ` N p NO IOt NO NO 10t £'Z NO NO 10t £t NO NO 10t N p NO L Ia NO NO 10t NO NO 1 IOt NO WIDTH TYPE " 8 C,D,E,F,G, 1 1 1` 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,KL 1.21 1 1 1 1.21:1 1;22,21'222222.222222;22 , 22:22;2222 :22:22223223 :3 A,8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1,211 1. 11'•21;1 122.21 2212222, 2222 `2222:22,22,22'22.22:2222:32233 C,D,E,F,O, 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 HJ,K,I,L 1 21,1 1;21.21,21;22;21 2222 2222, 222222 '2232122'22 :32 :22;3332:233 &ELM 1 1.21 1 1 1 1'2121 1 1 :21 1 22.21.22. 1 1 1 22222222 1 1 1 1 :2 1 2 1 1 1 1 1 :322,2:33.32'23'3 1 1 1 1 1 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1;2 1;2 2 2,3 1 2 2:2 2'3 1 :2 2:3 2 3 2 2 2 3 2 :3 2 2 2;3 3.3 2 3 3 3 4 3 2 3.3 3'4 3 3 44 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ; 2 1 2 2,2 2 3 1;2 2 2 23 1 2;3 2 3 2 2 2 3 2 2 2 2,3 3,3 2 3.3 3.4 3;2 3 3 3 4 3'3 4 4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37Q04 H,6J,K,L 2,2 1 2 2,2 2`3 1.2 2.3 2 3 2 2 2.3 2 3 2:2 2 3 2.3 2.3 2;3 3 4 2,3 3 3 3:4 3 3 3,4 3 5 3 3 4.4 A N A 1 1 1 1 1 1 2 1 1 2 1 2 2 12 2 12 2 1 2 2 1 2 22122'2231. 2232' 3222. 32322232 :3232:33'42'33,33 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 I1,6J,KL 212 1 2 2 2 2 3 2.2 2 3 2,3 2 2 2 3 2 3 2 3 2 3 2.4 2 3 3 3 3.4 2 3 3 4 3 5 3 3 3 4 4 6 3 3 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 1;2 2 2 2.3 2 2 2.3 2 2 2.3 2 3 2.3 2 3 2 4 2.3 3 :3 3,4 2 3.4 3 5 3;3 3.4 4.6 3;3 4 PSF 79 C,D,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44,000 H,I,J,K.L 212 2 2 2' 2 2 3 2 2 2 3 2 2 2 3' 3 2 4 2 3 3 3 3' 4 2 3 3:3 3'4 2 3 3:4 3' 5 3, 3 3 4 4 5 3:4 4, 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2122.22 2232:22' 3232,23 33334233 ;33'42:33.43:53 PSF 78 79 C,D,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 'H,I,J,KI. 222: 222232122 ;3 . 3343.53,33;43;53,34;54.6345,5 A'6,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 22 2: 2222.32,22 :33142'33'33' 423343:42 :33`43 :53'33.43;53:345463.46;5 PSF 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,LJ,KL ZI 2 2 212 213 2.2 2 3 3:4 2 ;3 3;4 3.4 2;3 3:4 314 3 :3 3:4 3:5 3 :3 4 4 3:4 4.5 4 3'4 5:6 A.11.13 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 - ill 212 213 2 2 2;2 2.3 3;4 2 3:4 3 2 3 4 3:4 3 3:4 3 3j3 4.4 4;6 3,3 4;5 4•B 3:4 4,5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCOTAPCONS 2 -114 ELCO 884 CRETE -FLEX ® 3 -012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ONTHE FOLLOWING DIMENSIONS. HEAD - 18112' MAX. FROM TOP CORNERS JAMBS - 17112' MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF TEL 4 . ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 8. DESIGN PRESSURE LI ffATIONS: SQE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OFANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAIIABLE. TABLE KEY: MAX. PSF [DP LIMITED) 110 HEAD 2 JAMB ABOVE terra RAIL t. JAMB BELOW MTG. RAIL • ••s• (FULL DP) • • • • HEAD 2• •• JAMB ABOVE • • • MTG. RAIL • • • JAMB BELOW • • MTG. RAI. ••• r • 210 • •• • • • • • • FrY, . 1�Y r� u-` . r`r r'�'.' ":Z". yr . , . _. NOCIM OSINIBSFIELT FX 721N16 . L 10/011XMOLOGY DRIVE NON066'•,Rsaia P.o. PIIOD NOIGC648, PLUM T TRdbjP JTst ANCHORAGE SPACING, In WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT • • 81101 NISI 8 - 11 l ( B • • • • 000000 •• • 000000 • • •••••• • • 00000 • • •••• 00000 • • 000 • 00000 • ANCHOR QUANTITES FOR STANDARD VIEW AND RADRIS TO FLANGED WSIDOWS TABLE 13. WINDOW HEIGHT 52.155 0 V 0 8 8 1 1 1 2 2,2 2:2 SUBS1RATEs� ANCHOR TYPE. - WNDOW WIDTH 3 18.125 24.000 C,D,E,F,G, 1 32.000 KW,K,L 111 2 1 1 3:3223.3 37.000 40.000 44.000 48.000 53.125 Jc GLASS . TYPE C.D.E,F,G, 1 H,I,J,K,L 1:1 A.B,M 1 1.1 PSF 78 C,D,E,F,G, 1 H,I,J,KL 1 r; A,B,M 1 PSF 88 A.B.M 1 1,1 PSF 59 C,D,E,F,G, 1 H,LJ,K,L 1t. A,B.M 111 PSF 54 C,D,E,F,G, 2 H,I,J,K.L 1 ri A,B,M PSF 49 C.D,E,F,O, 2 H,LJ,K,L + 11 A,B,M 2 � ( 1 PSF 45 C,D,E,F,G, 2 HJ,J,K,L T- A.B,M 2 1(1 PSF 41 C,D,E,F,G, 2 H,I,J,K,L 1r1 A,B,M 2 111 28.655 1 1.1 1 1.1 11 1 111 1 1'1 1 1 11 1 1 1 2 111 2 1TI 2 1 2 1i1 74 2 1 2 1 2 EA 708/15 J.L 07 � 1 11 11 1 11 1 1.1 77 1 111 1 X1 07 1 1 2 1r 1 2 1r, 56 2 1r1 2 11; 51 2 2 1r1 67 2 1(1 48 '. 2 111 2 111 37.155 1 2:2 1 22 2 1 11 1 1 1 221.1'2.2 1 1 1 2.2 22 2:2 1 1 . 1 2:2222 71 2 1 2422 1 2'2 2 1 1 212222.2 2 2 2(222 2 2 322 2 2 x12 2 2 212 2 2 74 NOCHANGETH ENEET 1 2.2 1 2;2 2 2.2 2 2:2 79 2 2 2 2 2 219 2:222 67 78 2 2 2 21222 2 2 2 2 2 2:2 212 2 2 2 22 44.655 11 I 1 1 2.22:122 1 2;2 1 2;2 2:2 1 2'1 1 2'2 1 2;2 1 2:2 212 2: 2 1 1 1 2.32222 1 1 1 2:3 2 2 2'2 2 2; 3 1 2 . 2 2' 9 2 z 2s Z 3 2 232 3 2 2.3 2 22 2 3.3 2 2 2 2.32:233 2 33 2 33 79 2 2 2 3' 3 2 2 223;3 2 2 2 813 2:2 93 79 3 2 2 3r3 3'3 3•3 2 2 2 313 212 3 :3 3 2 2 33333,3 1 2 :2 1 22 1 1 2,2 2'2 1 2, 2 1 22 1 1 1 2,2 22 2 2 2 1 1 3.3 2 :2 3.3 2 3'3 1 2:2 2 33 2 1 2 332233 2 3 3 2 2:2 2 3:3 2 2 2 3'3 2.2 3.3 2 3.4 2 2 , 3 2 3.3 2 2 2 3 4 2 3.3 2 3.4 2 3: 2 313 2 2 2 34 33 3.3 1 1 1 2i2 2:2 2:2 1 2.2 1 2.2 1 32 1 1 1 2 "2 2 :2 3.2 2 1 1 3:33233 2 1 1 3.3 3 3 2 1 1 2 1 3333 2 43 2 333 3 4.3 2 4.3 2 33 2 43 2 2 2 4.3 3 :3 4.3 2 4.4 2 33 2 4.3 2 2 2 3 4.4 .3 4!3 3 2 4:4 3:3 2 3 2 41 3 2 3 4:4334;4 3 2 3 4 3 3 4 ;4 7EPINOLO ?DRIVE NO ONA R.3117T6 N P OOOOMIS,p .�a 67.155 1 1 1 2:2 2:2 2:2 1 3.2 1 2.2 1 32 1 1 1 3:2 2,2 1 1 1 313223:3 1 1 1 3 3 2'2 3:3 2 1 2 33323 3 2 1 2 333'233 2 2 3 3 3:3 3 3 3 2 43 2 2 2 3 3 4:3 2 4;4 2 3:3 2 4:3 2 2 2 4.4 3:3 4 3 2 2 443: 2 2 2 443' 3 4`4 2 3 4,4 3 2 3 4 :4 3i3 4'4 3 2 2 4.4 313 4.4 4.655 u a 8 8 3;2 2.2 312 1 1 1 3'2 2 2 3.2 3 :2 1 22 1 32 1 1 1 3 2:2 3'2 1 1 1 433.243 1 1 1 433243 2 4 3 1 S 2 2 43 2 1 2 433243 2 4.4 2 3.3 2 4 3 2 2 2 4 4 3,3 4 3 2 2 44 3 3 2 4.4 3` 2 4 :3 2 3 43 312 4.414;3 2 5'4 3 2 2 414 4 3 5'4 3 2 3 5'5 4'3 5 :4 3 2 3 5,4 4 :3 5.4 76.000 1 1 1 3:2 2;2 3'2 3: 2 1 22 1 32 1 1 1 322.23.2 1 1 1 433.243 1 1 1 4.3 3 2 4:3 2 1 4.4 3• 2 2 1 4 3 2 43 2 243 2 4 4 2 3'3 2 53 2 2 2 4 2 2 2 44335 :4 2 2 2 4 3;3 5 3 4.4 2 4 . 3 2 5: 4 3 2 2 44435 :4 3 2 3 5 3 2_ 4 3 2 3 443 ;3414 3 2 3 6 5:4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- U4'ELCOTAPCONS 2 -1/4' ELCO 884 CRETE -FLEX ® 3- 812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOIA.OWING DIMENSIONS HEAD -1811? MAX FROM TOP CORNERS JAMBS - 17117' MAX FROM TOP CORNERS 18" MAX. FROM BOTTOM CS V MAX. BELOW MTG. RAJ. SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4: TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. p •. 3ESIGN PRESSURE UMITATKONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTT Y OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE B AVAILABLE. TABLE KEY: MAX PSF SDP UNITED) 117 HEAD 3 JANE ABOVE HEAD 20 •• JAMB ABOVE 1: • • • • MTG.RA •�•• JANE R BELOV41 MTG. ROB. i • : • ANCHORAGE SPACING, STANDARD VIEW i • • • ALUM. SINGLE HUNG WINDOW, IMPACT • • • IIn00 11;h911 • 11 I�� 4040 -20 0 �.3 MTG. RAE .+ I/ L • JAMB BELOW • MTG. RAIL •••••• (FULL DP •• •• rim= ROWS 1 Is !ladle • • • • • • • • •• • • •••• L CbsePfr- PINS9716 Swoluol 1 •••••• • • • 00000 • ••••• • • ••••• • • • •••• 00000 • • • 000 • ••••• • ANCHOR QUANTmEB ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. SUBSTRATE: - ANCHOR TYPE: WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 D,E,F,J, KL D,E.F,J. KL KL D,E,F,4 KL PSF D.E.F,J, KL D,E,F.J, KL PSF D,E,F.J. KL P8F D.E.F,J, KL WINDOW HEI3HT RI4US SASH HEIGHT FROM TABLE 8. 17.125 0 00 1 1 1 1 2 79 78 2 1 71 Z N 1 1 1 1 1 1 2 1 2 1 78 79 2 1 2 1 -8 1 1 1 1 1 1 1 1 2 1 78 2 70 63 2 1 22.868 1 1 2 1 2 1 2 2 2 79 2 2 79 2 . 79 71 2 2 1 2 2 2 79 2 2 2 79 2 2 Z 8 1 2 2 79 2 2 79 2 2 77 71 M 28211 1 2 2 2 3 3 79 2 2 2 3 79 74 3 3 Z N 1 2 1 2 1 2_ 1 2 2 3 2 3 2 3 2 3 1 1 3 2 3 79 73 2 3 86 2 3 33.754 1 2 1 2 2 3 2 3 2 4 1 1 2 1 3 1 3 2 4 3 4 77 3 4 2 4 1 1 3 2 79 2 4 70 2 4 69 38288 O Q 2 1 1 3 2 N 1 2 2 I 2 4 I 3 3I2 5 4 - a 1 2 1 3 1 3 2 1 3 3 3 2 4 3 L 4 2 5 2 5 1 4 1 5 3 6 44.839 3 1 3 1 4 2 4 2 4 2 4 3 5 3 6 N 1 1 2 1 3 Z � A 1 1 3 1 4 1 3 2 4 2 I 2 3 I 5 2 4 2 69 3 6 50.382 1 1 3 1 4 1 2 1' 3 1 3 1 4 2 1 2 4 4 5 212 4 I 5 2 2 4 5 3 I 2 5 I 4 2 8 3 I 2 I 3 8 I 5 I 7 55225 1 3 1 3 1 5 3 6 3 6 1 3 1 3 1 2 4 2 5 2 5 Z 8 1 4 1 5 2 5 2 5 2 2 4 6 2 6 2 6 2 I 3 5 I 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE: WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.003 53.125 SASH HEIGHT ANCHOR TYPE -• co ot 1 2 12.776 N 1 1 1 U 1 1 2 2 1 2 2 21212 2 79 2 2 1 2 212 15.776 2 2 2 78 2 74 68 83 2 58 2 NI 1 1 2 2 2 2 2 j 2 78 2 72 2 66 2 18.778 al 2 2 3 2 3(213 3 79 3 72 3 N 1 1 2 2 U 2 2 213 3 1 3 21.778 3 11R 2 2 3 N2 2 2 2 2 3 3 2I3 31213 31313 4 1 3 1 3 4 1 3 1 4 24.776 3 2 2 3 N 1 2 2 2 2 2 3 3 3 3 3 1 3 J 3 41 313 413(4 4 1 3 1 4 27.776 2 2 NI 2 2 2 1 2 3 3 3 3 413 413 41314 5 1 3 1 4 30.778 NQ 2 3 4 2 2 2 3 4 3 3 41314 51314 5 1 3 1 4 5 1 3 1 5 31.146 2 2 3 4 2 2 2 2 2 3 4 3 4 41314 513(4 51314 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -184' ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3 -412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING A DIMENSIONS: HEAD - 181r1' MAX. FROM CQRNERS JAMBS - 17 1x1' MAX. FROM TOP CXIRNERS 11 10" MAX. ABOVE THE MEETING RAIL 8' MAX. BELOW.MTG. RAIL 15' MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 0. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7: AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. �4 AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW A. WINDOWS ARE 12 5x8` MIN. TO 3r MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AIN FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALK2IZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JANE ABOVE MTCG. RAL (FULL DP) HEAD JANE ABOVE MTG. RAL 112 2 2 2 4 • • • ® TABLE 8. KEY: • • • MAX •••• (DP UNITED) 112 JAMB BELOW 7 • • • • MTCG. • • 0 00000 FULL DP In • 116113 BELOW F>!• • PROMO?' WNW) ruccrobliewsicioadia laiddis AteePtalar • • 00000 FA WIWI FA IMAM A NO CHANGE NW SHEET FA 7R886 M257 I NOK01113, MO P.0.19X i5211 PC01118, FL 342M ANCHORAGE SPACING. CLISTOM VIEW • AIM. SINGLE HUNG VSINDOW, IMPACT • • • • • • 00000 • • 00000 • 0 0000 0 0000 • • • 0 0000 • 00000 • 3.36 KM MIN. CONCRETE (SEE NOTE 1 & 3) ••.: • OPTIONAL 1x WOOD BUCK (SEE NOTE4) CONCRETE ANCHOR MAX SHIM .131' DIA. MN. x 212' NAIL, AT CORNERS AND S' 0.C. 0 (AU. SILL DETAIL8) DETAIL F, (HEAD) 2x WoOO LOCK &(SEE NOTE 4) �:: '.• 1 MrMlN, 114'TAPCON® .. 43/4' MIN, 114' CRETE -FLEX DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 18 3.35 KM MIN. CONCRETE OR 1.5 KM MIN. CMU Ix BUCK OPTIONAL WITH SOLO CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C yl 1318' 113' MAX SHIM TYPICAL FLANGED JAMB ANCHORAGE ® 1/4' MAX WOOD ANCHOR (SEE NOTE 26,3)® MK A 1/4' MAX SHIM 2x WOOD BUCK (SEE NOTE 4) DETAIL D • .131' DIA. MIN. It 212' NAIL. AT CORNERS AND 5' O.C. .131' PIA. MIN. x 212' NAIL, AT CORNERS AND B'o.0. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A ® NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO'TAPCCNS OR 114 SS4 CRETE- FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 12/4'. 2. FOR WOOD APPLICATIONS-124 M*A MI-[IADE COUNTY, USE 012 STEEL SCREWS (G8)OR 1/4'S34CRETE-FLEX 3. FLAT HEAD ANCHORS, WHERE REQUIRED. MUST HAVE 512 TRI FIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCND WHOM . TOTAL THICKNESS IS LESS THAN 1 1 1x WOOD BUCKS ARE OPTIONALIF UNIT CAN BE INSTALLED DIRECTLY TO SOLD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 l/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUIHORILYH AVING JURISDICTICNi.. 5. FCRATTACHMENTTO ALUMINUM THEMA FERIA SHALL BE MWIMUM STRENGTH OF 8003-T5 AND AMINIMUM•OF 1S' THICK THE AL.UMNJMSTRUCTURAL MEMBER SHALL BE OFA' SIZE TOPROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILARTOTHAT .. SHOWN IN THESE DETAILS FOR2x WOOD BUCKS. THEANCIOR SHALL BE A#I2 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IFTHESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR MAY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPOI4ENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TWINE MULL THROUGH . THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT MUTED TO STEEL SCRIMS, THAT COME INTO CONTACT WITH OTHER DISSIMLAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING,* RAIL. 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