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HomeMy WebLinkAboutProduct Approval CO '0 MIAMI-D1ADE r,0® GAS MIAMI-DADE COUNTY °e OCAS CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESCES(REI 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,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 and accepted by Miami-Dade County RER - Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section 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"PW7620A"Aluminum Fixed Window-N.I. APPROVAL DOCUMENT: Drawing No. MD-7620A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13,with revision D dated 03/16/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, mo&l/series, 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 and renews NOA#17-0614.10 and consists of this page 1 and evidence pages E-1,E-2, E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0430.04 MIAMI•DADE COUNTY Expiration Date: February 19,2024 Approval Date: August 23,2018 Page 1 He Copy PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition(2014)and FBC 61h Edition(2017), dated 09/14/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the followin g: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property- Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./in. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez,RE 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under NOA No. 16-0629.13) 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-1114.17) 6. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.02) Manuel "' ,P.E. Product Contro NOA No. 30.04 Expiration Date: February 19,2024 Approval Date: August 23,2018 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7620A.1,titled"Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13,with revision D dated 03/16/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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 2411.3.2.1,and TAS 202-94 7)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked-up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC 6th Edition (2017),prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated April 20,2018, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated April 20,2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 17-1508 issued by the Product Control,Section, dated November 16, 2017, signed by Jorge Plasencia,P.E.,Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.10,issued to PGT Industries,Inc. for their Series "PW-701/620"Aluminum Fixed Window—N.I., approved on 10/12/17 d expiring on 02/19/19. Manuel Pexainer P.E. Product Control NOA No.1 0.04 Expiration Date: February 19,2024 Approval Date: August 23,2018 E-4 TABLE 2: ~ Window Design Pressure(+/-,psQ for Glass Type 1 Long Side,Ti to Tip(in) 54-11/16 1 57 61 65 69 73 77 81 85 89 93 1 97 31 +/-58.4 +/-55.5 +/-51 +1-47.6 +/-44.4 +/-41.7 +/-40.1 +/-38.8 +/-37.6 +/-36.4 +/-35.5 +/-U.6 PrODUCTREViSEn .complyixxg,vilh 1ha Flotilla 33 +/-56.9 +/-53.8 +/-49.6 +145.9 +/-42.1 +/-39.8 +/-37.8 +/-36 +/-34.4 +1-32.9 Building Coda 35 +/-56 +/-52.7 +1-48.9 +/-44.9 +/-41.2 +/-38.8 +/-36.4 +/-34.2 +/-32 AaaptenceNo 1 DU- E ObU4 c 37 +/-55.2 +/-52.2 +/-48.3 +/-44.5 +/-40.9 +/-38.3 +/-35.8 +/-33.1 BY oda Product F 39 +/-54.1 +/-51.6 +/47.9 +/-04.1 +/-40.7 +/-38.1 ° 41 +/-53 +/-50.8 +/-47.4 +/-43.6 +/-40.5 +/-38 �- 43 +/-52 +/-49.9 +/-46.7 +/-43.3 +/-40.2 JR-03/16/18-ADDED GLASS .. TYPE&TABLE. 45 +1-51 +/-49.1 +1-45.7 +/-42.6 47 +/-49.5 +/47.9 +/-44.7 z 0 49 +/-48.1 +146.5 +1-43.7 51 +/-46.8 +/-45 53 1 +/-45.5 w z ° `L ❑ 54-11/16 +/-44.3 of w 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIPJO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ❑N vEi (O r 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. >-N z u+ alu0 Of N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O w Of c0 0to w -i O a m Z F6 r Z LL 8 - s� w UUd ®� ❑ hw-Z i G 'oN W .-. (� DMG C3> r Z o Z o p V F- W LL 3/16"ANNEALED GLASS m O Q N 4 11 I ® m tp w laays u 5/B" 0 W Z GLASS BITE S ❑s � alaas IRI 7 Z N O EXTERIOR w W (' a 20 13 X W UL ❑ O GLASS TYPE 1 anu osa0 soyas r TABLE DIMENSIONS MAY BE } \`� `(LYN ORIENTED VERTICALLY OR I 6N 1GENSFl�(��'�i i HORIZONTALLY AS SHOWN. LONG LONG _*; No.58705 SIDE L SIDE Ir LONG SIDE / I LONG SIDE -� _-6•;� 1 of:: /, SATE OF [441 SHORT SHORT �O��C•'•.;°OORIDP;.•'•G�=\ SIDE SIyDE -L- SHORT .L_. SHORT ��// NAL 11`��• S DEA LYNN MILLER,RE P.Edt58705 I� TABLE 4' Window Design Pressure(+1-,psf)for Glass Type 3 Long Side,Tip To Tip(in) 85.7/8 89 93 97 101 105 109 113 117 121 125 129 133 137 141 145 31 +100/-145.8 +1D01-144.7 +100/-143.4 +1001-142.2 +100%141.2 +100/-140.2 +100/-139.4 +1001-138.6 +100/-137.8 +1001-137.1 +100/-136.5 +100/-135.9 +1001-135.4 +100/-134.9 +100/-134.4 +100/-134 33 +100/-138.6 +1001-137.5 +1001-136.2 +1001-135 +1001-133.9 +1001-133 +1001-132.1 +1001-131.3 +100%130.5 +100/-129.8 +1001-129.2 +1001-128.6 +100%128 +100/-127.5 +1001-127 +100/-126.6 PRODUCPREVISED 35 +1001-132.4 +1001-131.2 +100/-129.9 +1001-128.7 +100/-127.6 +1001-126.6 +1001-125.7 +1001-124.8 +1001-124.1 +100/-123.4 +1001-122.7 +100/-122.1 +100%121.5 +100/-121 +1001-120.5 +100/-120.1 .`B81dyigNilhtIMF101Ma Boild�g C.& 37 +1001-126.9 +100/-125.7 +100/-124.3 +100/-123.1 +100/-122 +100/-120.9 +100/-120 +1001-119.1 +1001-118.4 +100/-117.6 +1001-117 +100/-116.4 +100%115.8 +100/-115.3 +1001-114.8 +100/-114.3 Aocepr�ce G '�� ¢ 39 +100/-122.1 +1D0/-120.8 +1001-119.4 +100/-118.1 +1001-117 +100/-115.9 +100/-115 +100/-114.1 +100/-113.3 +1001-112.6 +1001-111.9 +100/-111.3 +100/-110.7 +100/-110.1 +100/-108.8 +100/-107.6 Dm 41 +1001-117.8 +100%116.5 +100/-115 +1001-113.7 +1001-112.5 +100/-111.4 +100/-110.5 +100/-109.6 +100/-108.8 +1001-107.7 +100/-105.5 +1001-103.4 +1001-102 +1001-100.6 +/-99.4 +/-98.2 B - a�Pcufilet 43 +1001-113.9 +1001-112.6 +100/-111.1 +1001-109.7 +100/-108.5 +100%107.4 +100/-106.4 +1001-105.5 +100/-103.5 +100/-100.9 +/-98.7 +/-96.6 +/-94.9 +1-93.2 +/-91.6 +/-90.1 45 +1001-110.5 +1001-109.1 +1001-107.5 +1001-106.1 +100/-104.9 +1001-103.8 +100/-102.7 +100/-101.8 +/-99.2 +1-96.1 +/-93.6 +/-90.9 +/-88.7 +/-86.5 +/-84.6 +/-83.2 NO CHANGES THIS SHEET. 47 +100%107.4 +1001-106 +100/-104.3 +100/-102.9 +100/-101.8 +100/-100.5 +/-99.4 +/-98.5 +/-96 +/-92.5 +1-89.1 +1-86.3 +/-83.7 +/-81.8 +/-80,2 +/-78.8 im 49 +100/-104.6 +100/-103.1 +100/-101.5 +1-100 +/-98.7 +/-97.5 +/-96.4 +/-95.5 +/-94 +/-69.8 +/-86.2 +/-83 +/-80.8 +/-79 +/-77,1 +1-75.3 w2 ' c 51 +100/-102.1 +1001-100.6 +/-98.9 +/-97.4 +/-96 +/-94.8 +/-93.7 +/-92.7 +/-91.8 +/-88.7 +/-84 +/-81.6 +/-79.1 +/-76.7 +1-74.7 +/-72.5 53 +/_99.8 +/-98.3 +/-96.5 +/-94.9 +/-93.6 +/-92.3 +/-91.2 +/-90.2 +1-89.2 +/-88.4 +1-83.8 +/-80.6 +/-78.2 +/-75.6 Y � 55 +/-97.8 +/-96,2 +/-94.4 +/_92.8 +1-91.3 +/-90 +/-88.9 +1-87.8 +/-86.9 +/-86 +/-84.1 +/-80.8 +/_77.6 m 57 +/-95.9 +/-94.3 +/-92.4 +1-90.8 +/-89.3 +/-88 +/-86.8 +/-85.7 +/-84.7 +/-83.9 +/-83 +/-81.2W i �_ y N 59 +/-94.3 +1-92.6 +/-90.6 +/-88.9 +/-87.4 +/-86.1 +/-84.9 +/-83.8 +/-82.8 +/-81.8 +/-81 > 1 0 61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84.3 +1-83.1 +/-82 +/-80.9 +/-80 o O U) 63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-84.2 +/-82.7 +/-81.4 +/-80.3 +1-79.2 > 1- o aloo I N 65 +1-90.3 +/-88.4 +/-86.3 +1-84.4 +/-82.7 +/-81.3 +/_79.9 +/-78.8 p T F N to 67 +/-89.3 +/-87.3 +/-85.1 +/-83.1 +/-81.4 +/-79.9 +/-78.5 Z-j - . W u R� 69 +/-88.3 +/-86.3 +/-84 +1-82 +/-80.2 +/-78.7 Q 71 +/-87.5 +/-85.4 +/-B3 +/-80.9 +/-79.1 U U d ®a 73 +/-86.8 +/-84.6 +/-82.1 +1-80 +/-78.1 F-W �,¢ �Mo 75 +/-86.3 +/-83.9 +/-81.4 +/-79.2 n> > Z N 77 +/-85.8 +/-63.4 +/-80.7 z �' g w 79 +/-85.4 +/-82,9 +!-80.1 g LL m O 81 +/-85.1 +/-82.5 ¢ F a 83 +/_84.9 co W aa45 85-718 +/-84.9 ® N Z 0: 1)TIP-TO-nP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. # 3: CO F- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. € O W Z 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. < 0 x aloas O Z (L Q Z o w LU to X W i li O a 114"TEMPERED GLASS a�Iu �sa0 sauas I 4 11 `\`lltlll LYNN TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 5/B- ��•' �10ENSF•���� HORIZONTALLY AS SHOWN. GLASS SITE LONG LONG SIDE SIDE 13 =* No.58705 LONG SIDE F~ LONG SIDE -� EXTERIOR � � T- mz 20 13 %�O STATE bF SH TORT SHORT d/ /�� �- f� I S '•••..... .IORkOP•' G SIDE q/ SNORT Sly SHORT GLASS TYPE 3 S�ONALIEN��� I SIDE I_ J- SIDE A LYNN MILLER,P.E. P.E.#58705 TABLE 6: Window Design Pressure(+/-,psf)for Glass Type 5&6 Long Side,Tip to Tip(in) 85-7/8 89 93 97 101 105 109 113 1 117 121 125 1 129 133 137 141 145 31 +100/-145.8 +100/-144,7 +100/-143.4 +100/-142.2 +100/-141.2 +1001-140.2 +1001-139.4 +100%136.6 +1001-137.8 +100/-137.1 +1001-136.5 +100%135.9 +1001-135.4 +100%134.9 +100/-134.4 +1001-134 33 +100/-138.6 +1001-137.5 +100/-136.2 +100/-135 +1001-133.9 +1001-133 +1001-132.1 +100%131.3 +1001-130.5 +100/-129.8 +100/-129.2 +100/-128.6 +1001-128 +1001-127.5 +1001-127 +100%126.6 PRODUCT RIMS1D mce AyWwithanFkAh 35 +100/-132.4 +1001-131.2 +100/-129.9 +1001-128.7 +100/-127.6 +1001-126.6 +1001-125.7 +100/-124.8 +1001-124.1 +100/-123.4 +1001-122.7 +100%122.1 +100/-121.5 +1001-121 +1001-120.5 +100%120.1 Bail & 1&��04 37 +100/-126.9 +100/-125.7 +100/-124.3 +100/-123.1 +100/-122 +1001-120.9 +1001-120 +100/-119.1 +100/-118.4 +100/-117.6 +100/-117 +100/-116.4 +1001-115.8 +100/-115.3 +100/-114.8 +100/-114.3 dB pyo -�. 39 +1001-122.1 +100%120.8 +1001-119.4 +100/-118.1 +100/-117 +100%115.9 +100/-115 +1001-114.1 +1001-113.3 +100/-112.6 +1001-111.9 +1001-111.3 +100/-110.7 +100%110.1 +100/-109.6 +100%109.1 41 +100/-117.8.+100/-116,5 +1001-115 +100/-113.7 +100/-112.5 +100/-111.4 +100/-110.5 +1001-109.6 +100%108.8 +100/-108 +100/-107.3 +1001-106.7 +1001-106.1 +1001-105.5 +100%105 +1001-104.5 By Miami ede 43 +1001-113.9 +100/-112.6 +1001-111.1 +1001-109.7 +1001-108.5 +100/-107.4 +100/-106.4 +100/-105.5 +100/-104.7 +1D0/-103.9 +100/-103.2 +100/-102.5 +1001-101.9 +100%101.4 +1001-100.8 +100/-100.3 45 +1001-110.5 +100/-109.1 +100/-107.5 +100%106.1 +100/-104.9 +1001-103.8 +100/-102.7 +100/-101.8 +1001-101 +1001-100.2 +/_99.5 +/-98,8 +1-98.2 +/-97.6 +/-97.1 +/-96.6 JR-03/16/18-ADDED GLASS 47 +1001-107.4 +1001-106 +100/-104.3 +100/-102.9 +100/-101.6 +100/-100.5 +/-99.4 +1-98.5 +1-97.6 +/-96.8 +/-96.1 +/-95.4 +/-94,8 +/-94.2 +/-93.6 +/-93.1 TYPE 6. 49 +100/-104.6 +1001-103.1 +1001-101.5 +/-100 +/-98.7 +/-97.5 +/-96.4 +/-95.5 +1-94.6 +/-93.8 +/-93 +/-92.3 +/-91.7 +/-91.1 +/-90.5 +/-9D _ u 51 +100/-102.1 +1001-100.6 +/-98.9 +/-97.4 +/-96 +/-94.8 +/-93.7 +/-92.7 +/-91.8 +/-90.9 +/-90.2 +/-89.5 +/-88.8 +/-88.2 +/-87.7 +/-87.1 53 +/-99.8 +/-98.3 +/-96.5 +/-94.9 +/-93.6 +/-92.3 +/-91.2 +/-90.2 +/-89,2 +/-88.4 +/-87.6 +/-86.9 +/-86.2 +/-85.6 0 55 +/-97.8 +/-96.2 +/-94.4 +/-92.8 +/-91.3 +/-90 +/-88.9 +/-87.8 +/-86.9 +/-86 +/-85.2 +/-84.5 +/-83.8 0. 57 +/-95.9 +/-94.3 +/-92.4 +/-90.8 +/-89.3 +1-88 +/-86.8 +/-85.7 +/-84.7 +/-83.9 +/-83 +/-82.3 W i m L ❑ m 59 +1-94.3 +/-92.6 +/-90.6 +/-88.9 +/-87.4 +/-86.1 +/-84.9 +/-83.8 +/-82.6 +/-81.8 +/-81 > y c� '^aa 61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84.3 +/-83.1 +/-82 +/-80.9 +/-80 v O 0 63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-84.2 +/-82.7 +/-81.4 +/-80.3 +/-79.2 r atoo In Qo y cJ 65 +/-90.3 +/-88.4 +/-86.3 +/-84.4 +/-82.7 +/-81.3 +/-79.9 +/-78.8 p� �W u) 67 +/-89.3 +/-87.3 +/-85.1 +/-83.1 +/-61.4 +/-79.9 +1-78.5J C3 i y Z e 69 +/-88.3 +/-86.3 +/-84 +/-82 +/-80.2 +/-78.7 Z LL o u 1 j amo,a LLI 71 +/-87.5 +/-85.4 +/-83 +/-80.9 +/-79.1 U L) o ®J 73 +/-86.8 +/-84.6 +1-82.1 +/-80 +/-78.1 F w 'T ¢ 7 oN CD sxo 75 +/-86.3 83.9 +/-81.4 +/-79.2 > p +/- Z 77 +/-85.8 +/-83.4 +/-80.7 Z 61 $ 0- W LLo 79 +/-85.4 +/-82.9 +/-80.1 m 81 +/-85.1 +/-82.5 Q F co 83 +/-84.9 X rn w laays 85-7/8 +/-84.9 z Of 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. �j N F- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑ LU a�aa5 #29 USED AT CURVED FRAME MEMBERS ONLY O @ 11-7/8"O.C.MAX. i Z C K in O cND 13116°NOM. y� 1-1116"NOM. J O LU X W GLASS STACK I- -I GLASS STACK � ❑ a 3116"TEMPERED GLASS 3/16" 114"TEMPERED GLASS 1/4„ aIi!1 'asap saua5 TEMPERED 9116°AIR SPACE TEMPERED T 7/16-AIRSPACE GLASS GLASS TABLE DIMENSIONS MAYBE } 7 11 5 11NY LYNry�� ORIENTED VERTICALLY OR I ��'�,•'OCENSF'•.�(�� HORIZONTALLY AS SHOWN. _ No.56705 LONG LONG SS SS SIDE SIDE GLASS BITE GLASS BITE _ 7k _ LONG SIDE LONG SIDE 1-3 1-3 1 EXTERIOR F�CTERIOR0 �O�•.. SHORT SHORT a 75-78 21 13 a 75-78 21 13 % FCORIDP.•''G,\?� SIDE �/ SIDE �5`S70NAL L SHORT y SHORT GLASS TYPE 5 GLASS TYPE 6 //j t I I I t t t t11� SIDE _L SIDE A.LYNN MILLER,P.E P.E.#58705 TYP.ANCHOR TYPE, INSTALLATION INSTALLATION 2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE G TYPE F EMBEDMENT NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET 1X WOOD BUCKSTRIP, EMBEDMENT SEE NOTE 2,THIS SHEET a 114"MAX D ~I SHIM TYP.ANCHOR TYPE,EMBEOMENTAND INSTALLATION EMBEDMENT EDGE EDGE DISTANCE PER SUBSTRATE, PRODUCT REVISED TYPE E 1 j g SEE TABLE 8,THIS SHEET DISTANCE P �L. EDGE Buitdmg Oode DISTANCE A—pt m 11b Otti" �1/4"MAX 2 Expiration Date 2 SHIM By • " Miemi ede adoet Coetr ' 11 12 USED FOR ALL NO CHANGES THIS SHEET. SIDES OF 8 ARCHITECTURAL EXTERIOR 11 EXTERIOR SHAPES MAX. 11.7/0" •e 4 1 y ` ^ 29 D.C. CONCRETEICMU I v VISIBLE DOWBLIGHTWIDTH- '�/J7 PER ANCHOR WINDOW BUCK WIDTH-2-3l4" • REQUIREMENT I WINDOW BUCK WIDTH WINDOW HORIZONTAL SECTION C-C CPERANECHORU LULU K a Cl) .5a,BUCK HE GHT INSTALLATION REQUIREMENT c O TYPE H TABLE 8: n S� arop Cf) Q MAX. Min.Edge Max O.C. (0 N z N K N MAAnchor Substrate SHIM Distance Min.Embedment S cin v W -� n VISIBLE Southern Pine SG=O. 9/16° 1-318" 12" O LL o n m Z Tep Alurninum 606375 rrin. 318" 0.063"' 12" HGH EIGHT= g #12 or#14 410 SS Screw U U ®j 111 A36 Steel 318" 0.063"" 12" rc p WINDOW Steel Stud Gr.33 min. 318" 0.046'(18 Ga • 12" LU Z 00 a 7 'ON BUCK EXTERIOR Southern Pine SG=O. 9/16" 1-3/8" 12" o US (5 0'"o HEIGHT- STEEL SELF-DRILLING Alurninum 6063T5 min. 318" 0.063"' 1T' v a Z 2-314" #12 or#14 Steel Screw(GS) o Z rn o O SMS(G5),SEE TABLE A36 Steel 3/8" 0.063"' 12" u F- e,THIS SHEET Steel Stud Gr.33 min. 3/8" 0.045" 18 Ga ' 12" Un routed CMU ASTM G90 2-112" 1-1/4" 12" g O O MIAMI-DAOE APPROVED MULLION(SEE 1/4"410 SS CreteFlex ~ Co SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete(min.3.35 ksi 1" 1-314" 12'• OR STEEL STUD.SEE SUBSTRATE Concrete min.2.85 ksi 1" 1-314" 12" ® " to — raa45 PROPERTIES,TABLE 8,THIS SHEET 1/4"Steel Ultracon Concrete min.2.85 ksi 2-1/2' 1-318" 17' Z CO I 21 Un routed CMU ASTM C-90 2-112" 1-1/4" 12" -� Z Z Concrete rrin.3.5 ksi 1-1/4" 1-3/4" 12" CO B 5116"Steel lAtracon ¢ o .1-5Grouted CMU ASTM G90 2-1/2" 1-314" 12" ij Z J Q MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. frn "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, J N 7 "MAX SHIM ALL HEAD TYPES APPLICABLE. V W a $ems —TTyL lL W O. } 1X WOOD BUCKSTRIP, INSTALLATION NOTES: Lan!1 'asap saua5 I SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND , `111 til ' EDGE DISTANCE LIMITS. • CONCRETE PER Material Min.F Un.Fa `��'��'''1,ICENSF''•�(C�` EMBEDMENT ° ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE Y • REQUIREMENT TOTAL THICKNESS IS LESS THAN 1-12".1X WOOD BUCKS ARE OPTIONAL IF Steel Screw 92 ksi 120 ksi " UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS No.58705 ° DEPICTED AS"2X"ARE 1-12"THICK OR GREATER.INSTALLATION TO THE 410 Screw 90 kel 110 k51 SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS EICO UttraCon® 155 ksi 177 ksi INSTALLATION I EIDE ° v MERIF!,TYPE F TYP.ANCHOR TYPE,EMBEDMENT APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS EICO CreteFle& 127A ksi 189.7 ksi 44/ DISTANCE AND EDGE DISTANCE PER %O (V 606375 Aluminum 16 ksi 22 ksi T'•. SUBSTRATE,SEE TABLE 8,THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA ' (�` '•.Fi ORIO.. VERTICAL SECTIOND-D SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. A36Steel 36 ksi SBksf i// S/ ••.•••�N\`\ S G� Gr.33 Steel Stud 33 ksi 45 ksi //,,CONAL t 111` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E#SB705 TYP.ANCHOR TYPE, EDGE DISTANCE EMBEDMENT AND EDGE 2X WOOD BUCKSTRIP DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INSTALLATION EMBEDMENT OR FRAMING,SEE SEE TABLE 7,THIS SHEET TYPE N NOTE 2,THIS SHEET EMBEDMENT INSTALLATION => 1/4 MAX ENT O SHIM ' TYPE M 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET B ilding orb�° b OR FRAMING,SEE Alwpftn-add is-w6a p¢ NOTE 2,THIS SHEEP W ?p24 E. DOIYde L1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, B7 6 SEE TABLE 10,THIS SHEET t hOC�PfodhR - 12 USED FORALL JR-03/16118-ADJUSTED MAX. SIDES OF EDGE 3 . O.C.IN TABLE 10. 8 ARCHITECTURAL DISTANCEl I 2 EXTERIOR SHAPES @ 11-7/8° EDGE " 29 D.C.MAX. ET • DISTANCE INSTALLATION q 11 corlcRETr/cMu W WINDOWI PERANCHOR BUCK TYPED I VISIBLE LIGHT WIDTH= 7 REQUIREMENT of '� O HEIGHT EXTERIOR WINDOW BUCK WIDTH-2-3/4" p N o U MAX WINDOW BUCK WIDTH EXTERIOR >- N z aiop X 04 HORIZONTAL SECTION G-G w to VISIBLE } Z lL c f=' u Rao LIGHT STEEL SELF-DRILLING =LLW HEIGHT= 9 V L) O WINDOW SMS(G5),SEE TABLE TABLE 10: W Z � �'a j 'oN BUCK 10,THISSHEET Anchor Substrate Mn.Edge Mn.Embedment Max O.C. I LU .. (7 OMo HEIGHT- Distance S aci > y Z 2-3/4" Southern Pine SG=0.5 9/16" 1-318° 4.9" Z m o Q LL MIAMI-DADE APPROVED MULLION(SEE Alur inu 6063-T5 min. 318" 0.063"" 4.9" " F-' LL SEPERATE NOA),ALUMINUM,STEEL FRAMING #12 or#14 410 SS Screw A36 Steel 3B" 0.063"• 4.9" Oo OR STEEL STUD.SEE SUBSTRATE Steel Stud Gr.33 r in. 3/8" 0.045" 18 Ga ' 4.9" Q PROPERTIES,TABLE 10,THIS SHEET Southern Pine SG=0.5 9116" 1-3/8° 4.9" laaUs Alur inu 6063-75 min. 318" 0.063"° 4.9" ® o`�, Z Z #12 or#14 Steel Screw(GS) N O rn A38 Sleel 3/8" 0.063"• 4.9" x Steel Stud Gr.33 rein. 318" 0.04518 Ga 4.9g Z 21 TYP.ANCHOR TYPE, " " � O 6 EMBEDMENT AND EDGE Un routed CMU, ASTM G90 2-1/2" 1-1/4" 9 a 0 aro--S DISTANCE PER SUBSTRATE, 114"410 SS CreteFlex u_ Z_ Q Concrete(nin.3.35 ksl) 1" 1-314" 9 O Q SEE TABLE 10,THIS SHEET ~ O Concrete rtin.2.65 ksi 1" 1-3/4" 9 F: to W 7 �1/4"MAX SHIM 114"Steel Uftmcon Concrete nin.2.85 ksi 2-112" 1-3/8" 9 w W Z Ungrouted CMU ASTM G90 2-111" 1-1/4" 9 X Z_ 5/16"Steel Utbracon Concrete min.3.5 ksi 1-1/4" 1-314" 9 IL tl a Grouted CMU ASTM C-90 2-10 1-3/4° INSTALLATION 1X WOOD BUCKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. TYPE N N� SEE NOTE 2,THIS SHEET "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ` ``111 11 1 1 117 rrr ALL HEAD TYPES APPLICABLE. �'1 NY LYNN �11/ INSTALLATION NOTES: M/( EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Q-; ••,� Material Min.Fy Mn.F„ _ No.587135 ° 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X Steel Screw 92 ksi 120 ksi CONCRETE/CMU WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED 410 Screw 90 ksi 110 ksi ��,,11 — PER ANCHOR AS'7X"ARE 1-12'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY Elco UltraConO 155 ksi 177 ksi "fl 1 p �` EDGE OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. : p qS TE OFREQUIREMENT DISTANCE 410 SS Elm CreteFle)O 127.4 ksi 189.7 ksi 0iU. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 6063-T5 Alundnum 16 ksi 22 ksi WINDOW FRAME. Gr.33 Steel Stud 33 ksi 45 ksi /��''SS�0NAIL E?��� VERTICAL SECTION H-H 4,IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER VANDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN�11 LLER,P.E P.E.#58705 •fr a DESIGN CRITERIA FLORIDA BUILDII9 GORE,6TH EDITION(2011) ROOF LOADS DEAD WA LIVE_.�.....�._e.�__._._......_.N/A DESIGN CRITERIA PER ASCE 1-10 ULTIMATE WIND SP»REGION,V(BI0__.___110 MPH NOMINAL WIND SPEED REGION,,WasW ....__132 MPH WIND BORNE DEBRIS REGION ENCLOSED STRUCTURE BUILDING NE16W (140 FT _9 _ ROOF PITCH WA RISK CATEGORY II INTERNAL PRESSURE COST. 10.1& EXPOSURE D ^' VELOCITY PRESSURE,GIz®30 FT 44 PSF NOMMAL COWOMENT R CUWMG PRESSURES P8F IABD) ZONE I EfFECnve AREA(50,FT) WALL ELEVATION 0(10 1 1](20 1 21(50 1 51(100 SULMO HEIGHT 0-30 FEET l 4 +40 -40 1 WA I I WA I I WA Ip�O f END ZONE 5 IS WITHIN A DISTANCE OF(q)=6 FT FROM BUILDING CORNERS � �y�,' •=fie`!�. =y I SCOPE OF WORK I. SCOPE OF WORK 15 LIMITED TO TIE REMOVAL d REPLACEMENT OF THE FOLLOHN6i a. (2)2'-0'x 5'-0'51NSLE HUNG KNOONS W/2'-0'x 5'-0'FIXED WWDOW IN MIDDLE S �a 0DINW%ROOM j > , b. 0)3'-0'x 4'-0'SNSLE HUNG WINDOW o KITGHE 0G 0? 0� 2. EASTERN PAGING WINDOWS TO MEET DHE MINIMUM TURTLE LIGHT TRAHSHMITTANGE. �� 0 STRUCTURAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMESIONS N THE FIEF AND NOTIFY TIE EN61NEER OF ANY DISCREPAWGE5 PRIOR TO C,O)STRUGTION. 2. ALL WNDOkS AND HARDWARE MUST BE DESIrAI ED AND CERTIFIED TO W T STAND THE DESIGN WIND PRE551JRE OF(+40/-7qU d SNAIL BE IMPACT RESISTANT OR PROTECTED WITH IMPACT RE515TANT GOVERN%MATERIAL AS REWIRED BY THE FLORIDA BUILDING CODE I 'OL. 4' File COPY P.T.BUCK AS REWIRED T- BY DOOR MANIFAGTURER O 1/4'0 STAINLESS STEEL TAPGON5 IWTO 6ROUTED MASONRY W/13/4'E GED TYP. (MIN OF 3 FASTENERS EA SIDE) OO�aTTGG6UQp� 0 OOO y la TH`D'Y Io'f 3 &p0e • 'u d'� 6�.. tit e WINDOW BUCK ATTACHMENT DETAIL (MASONRY) NOTES: NT5. ` I. ALL WINDOW PERIMETERS SHALL BE WATERTIGHT.PROVIDE AN APPLICABLE APPROVED C� WATERPROOF SEALANT;(I)GOAT BEFORE INSTALLING BUCKS d(IT GOAT AFTER BUCK INSTALLATION. a _ — C. n LI0112 WATERPROOFING SHALL COMPLY IN AAMA 114. 2. USING SMICnRAL WOOD BACK: a -rpt �tr ! , THE MINIM STRUCTURAL WOOD BUCK SHALL BE I UT THICK ATTACHED TO 6ROWED MASONRY w OR GONG IN 1/44 STAINLESS STEEL TAPGONS A5 SHOWI.FASTEN WINDOWS TO BUCK IN MIR V4'0 5TAIN255 STEEL WOOD SCREWS A5 PER NOA 3. NO STRUCTURAL BUGKr THE WINDOWS SHALL BE FASTENED DIRECTLY To THE 6ROUTE7 MASONRY OR CANS Wl 114'110 STAINLESS STEEL TAPCON5 AS SHOW)OR AS PER NOA �fTEb-'�aY�zo�0 p •tw s g � .. JOB .ISSUE DATE: 7-1 3-21) NAME; HUNT RESIDENCE Ifft drowft ond devion cn shown Is ENGINEERING,INC. JOB NO. the propollym NIL EnOU owing,hie. 4200 N.AIA- UNIT 316 20-101-50 Reproduction anWoruse a(Blhckawft C-on.'suliing Structural Engineer �»�ofm►�+t� 2030 37th Avenue FT. PIERCE, FLORIDA DRAWN BY: CHECKED BY: c0lim wero Beach.Florida 32960.-.i TR ML ��be tocoraffluto�odbn e:'772.569.1257 Fax 772.569A0%11 TITLE: SHEET NO: by ML Enpin�ring.In=. WINDOW REPLACEMENT SK-1 of 1 SHEEP -- - - - Planning & Development Services Department - Building & Regulations Division Product Review Affidavit Building Permit# Owners Name Hunt Residence Applicant: Vero Glass & Mirror Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows +40/-79 +65/-130 PGT SH-7600A NOA#18-0430.07 13/16"IG See attached NOA Mullions +40/-79 +/- 141 PGT 7600A NOA#17-0630.01 N/A See attached NOA Fixed Glass +40/-79 +100 /-145.8 PGT PW-7620A NOA#18-0430.04 13i16°IG See attached NOA Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material aDAA Revised 07/22/2014 I have reviewed the above components or cladding and I have approved th'ei °e ' st>sucti£re.a� eSe products provide adequate resistance to the wind loads and forces specified by current code provisions. A / M L Engineering Inc Name: Signature: seal Michael A. Lue P.E. 47520 °` - -�1t ~0 Design Prof: Cert.No. °°�' e t ate;,, e <� 04100©A ��V O"� -" 6/18/2020 www.pgtclearquote.com/Poet/Reports/ExoReportViewer.aspx?p=dmVyby5qZWZmLCO2MTc5MDE3LDM2NDcxNCWXLDEsMTMzOTUsM I Find Next .......... Last Modified Date:06111/2020 15:55:06 V 1 PO#10508 VEKO GLA55 1 Job Name:Elliottl Ocean Harbour Hunt & Job Address: 772-567-3123 Quote# 6179017 wm.VeroGlass.com 1669 Old Dixie Highway Vero Beach,FL 32960 ........ NFRC Sales Person:Jeff Lebellarte Customer Account# Phone# Faa "Line# Item Description lQuantity Line Pricing 0001 MULTI-PART MULTI-PART UNITS Ordered: Sell Price Ext Price (2.00) '1.00 ;BEGIN MODEL SET Series:7600A Combo Config:TR -Triple Unit I(Bottom Left Unit):SH7600A Unit 2:PW7620A r Unit 3:SH7600A Continuous Shape Multi-Part:N i Frame Type:.5FLANGE Assembly Options:MTCHCOL Width Equal or Width:EQUAL Send Mull(s):Y Mull Part Selection:MULUCLPS Size Selection:ACTUAL Width:71.0000 Height 60.0000 Vertical Mull:IX2.75OX0.375 Vertical Mull(2):IX2.750X0.375 I Frame Color.I OPB -Bronze Glass Color.CL -Clear Boxing Options:N -None ---------- ....... Location: Notes: ........... ........... ............... ........... ------- 0001 SH7600A SINGLE HUNG SERIES 7600A Ordered: Sell Price Ext Price (3.00) 11.00 ----------- ............... .............. Certification Type:MIAMI j NOA Selection:18-0430.07 Frame Type:.5FLANGE Vent Configuration:EQUAL Window Style:STI) Size Selection:CUSTOM Size Ref.TTT Actual Size.2311/16 X 60 Rough Masonry:24 7/16 X 60 Wood Frame Opening:2215/16 X 591/4 Egress Opening:18 9/16 X 2313/16(3.0615 Frame Color 1 OPB -Bronze SQFT) E Tempered Location:UNIT Glass Family:IG -Insulating Glass:13/16"IG(3/16TMP-7/16 AIR-3/16 TMP) Glass Makeup:IGT307T3 Glass Color.GR -GRAY Does unit need to meet Turtle Code:YES Argon Gas:NONE Low E:ENERGY SHIELD MAX Grid Type:NONE -NO Grid Privacy Glass:NONE -NONE Vent Latch:N Screen Type:1816K -1816 Charcoal Hi-Rise Sill:N WOCD:Y Stainless Steel Package:Y Lmtd Sash Stop:N Lock Quantity:1.0000 Lock Type:SWEEP -Sweep Latch Vent Ht 30.4640 Boxing Options:N -None TC1:Meets the requirements CARM 18-0430.07 TC4:marine turtle protection TC3:ordinance for NegativeDesignPressure:130.0000 PositiveDesignPressure:65.0000 EnergyStar.NONE PANumber.FL-239 UF:0.5500 CondensationResistance:17.0000 VP 0.2900 SolarHeatGa!nCoaff,0.2200 !A dM COO VrCOG:.O..361010, . V 101 Location: Notes: 0001 PW7620A PICTURE WINDOW SERIES 7620A Ordered: Sell Price Ext Price www.pgtclearquote-com/PoeUReports/ExoRepartViewer.asr)X?D=dmVvbv5aZWZmLCO2MTc5MDE3LDM2NDcxNCwxLDEsMTMzOTUsMSxQRIRfOS... 1/3 6/18/2020 www.pgtclearquote.com/Poet/Reports/ExoReportVieweraspx?p=dmVyby5gZWZmLCO2MTc5MDE3LDM2NDcxNCWXLDEsMTMzOTUsM... Frame Type:.5FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:TTT Width:351/2 Height:47 1/4 Actual Size:351/2 X 471/4 Rough Masonry:361/4 X 471/4 Wood Frame Opening:34 3/4 X 461/2 Egress Opening:30 7/16 X 17 7/16(3.6698 SQFT)• Frame Color:10PB -Bronze Glass Family:IG -Insulating Tempered Location:UNIT Glass Makeup:IGT209T2 Glass:13/16"IG(1/8TMP-9/16 AIR-1/8 TMP) Does unit need to meet Turtle Code:NO Glass Color.CL -CLEAR Low E:ENERGY SHIELD MAX Argon Gas:NONE Privacy Glass:NONE -NONE Grid Type:NONE -NO'Grid Screen Type:1816K -1816 Charcoal Vent Latch:N WOCD:Y Hi-Rise Sill:N Lmtd Sash Stop:N Stainless Steel Package:Y Lock Type:SWEEP -Sweep Latch Lock Quantity:1.0000 Boxing Options:N -None Vent Ht:24.0890 CAR#:18-0430.07 PositiveDesignPressure:65.0000 NegativeDesignPressure:130.0000 PANumber:FL-239 EnergyStar.NONE CondensationResistance:17.0000 UF:0.5500 SolarHeatGainCoeff.0.2400 VT:0.510d VTCOG:0.6400 Location. Notes: Products Ordered Total Quantity MULTI-PART 1 SH7600A 3 PW7620A 1 MULL 2 File COPY www.pgtclearquote.com/Poet/Reports/ExoReportV!ewer aspx?p=dmVyby5gZWZmLCO2MTc5MDE3LDM2NDcxNCWXLDEsMTMzOTUsMSxQRl RfQ3... 3/3