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HomeMy WebLinkAboutProduct ApprovalMichelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: Parcel ID: Account N: Map ID: Use Type: Zoning: City/County: Ownership Detlev Tiszauer (TR) Brigitte Tiszauer (TR) 8591 Hidden Pines RD Fort Pierce, FL 34945 Legal Description HIDDEN PINES ESTATES BLK B LOT 4(1.00 AC) (OR 3125-2772; 3138- 2152) Current Values Just/Market Value: $227,800 Assessed Value: S227,800 Exemptions: 30 Taxable Value: $227,800 Taxes for this parcel: SLC Tax Collector's Office 12 Download TRIM for this parcel: Download PDF 19 8591 HIDDEN PINES RD 2323-701-0019-000fi 14184 23/235 0100 AR -I Saint Lucie County Total Areas Finished/UnderAir (SF): 2.388 Gross Area (SF): 5.517 Land Size (acres): I Land Size (SF): 43,560 This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. Home Improvement Agreement: Page 1 Home Depot License Number(s): Visit www.homedepot.com/c/SV_HS_Contractor_License_Numbers for latest license info FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 Salesperson Name: Kevin Walsh I Registration No. (if applicable): Home Depot U.S.A., Inc. ("Home Depot") or service provider named below ("Service Provider") will furnish, install or service the equipment listed below at the price, terms and conditions as outlined on this form. TISZAUER DETLEV Customer Last Name Customer First Name 8591 Hidden Pines Road Customer Address (925) 922-0359 11 Home Phone# Work Phone# Cell Phone# Ft. Lauderdale gam' pSs'3y`rtS��j Store # / Branch Name Lead/Customer Order # Fort Pierce FL 34945 City State Zip detlev@tiszauer.com Customer Email Address NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT HOME DEPOT USA INC., 2455 PACES FERRY ROAD, BLDG. B-3, ATLANTA, GEORGIA 30339 or EMAIL The Home Depot @ customercancellationsouth@homedepot.com BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A DIFFERENT CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENTS WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKWW�EUG E THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OFX6[7Bi RlJaHTlTO CADICRL.. Acknowledged by: r0-9/20/2018 CustonWig Signature Date Contract Price and Payment Schedule : Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: 14779.80 Includes all applicable taxes. Excludes finance charges.* Sales Tax: 10.00 (if applicable) 'Maximum deposit ONL Y applicable in MD, MA, ME (33%), NJ, WI (99%) Dep. 125.0 1 % Deposit Amount 13694.95 1 Remaining Contract Balance 111084.85 The Home Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800-466-3337 Customer Agreement (C,E,I) (31 Jan 18) v 50.1.2 Home Improvement Agreement: Page 2 * Finance Charges : Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payments made payable to Home Depot. Insurance proceeds will will not -/ be used to pay some or all of the total amount of sale. Description of Work to be Performed : A detailed description of the work to be performed is included in the paragraph entitled Scope of Work or Specification which is included in this Agreement. Anticipated Delivery Date / Installation Schedule Approximate Start Date: 11/15/2018 Approximate Finish Date: 12/13/2018 -] All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. Electronic Records Authorization : You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this Agreement. By contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement or related documents at no charge. By providing your consent and verifying your email address above, you confirm That you have access to a computer that can receive and open emails and PDF documents. i ti g this paragraph, I consent to receive only electronic records related to this transaction. Initial Acceptance and Authorization : By signing below, you authorize Home Depot to: (a) arrange for Service Provider to perform any Services or (b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's or permitting information may need to be provided to You later.) By signing, you acknowledge that: (i) You have read, understand, and accept this Agreement in its entirety, including the General Conditions and State Supplement, if any; (ii) You are receiving a complete copy of this Agreement; and (iii) all rights and interests under this Agreement ..are solely vested in the person listed as "Customer" above. The Home Depot Service Provider Name X 1 09/20/2018 6500 NW 12th Ave, Suite 110 Co -Signer if applicable) Date Service Provider Address X 09/20/2018 Ft. Lauderdale FL 33309 ignature On Behalf of Home Depot Date City State Zip MVendor /Service Provider Phone # Service Provider License Number The Home Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Cust mer Care: 1-800-466-3337 Customer Agreement (C,E.I) (31 Jan. 18) v 50.1.2 \\v l �, The Home Depot General Terms & Conditions 1. DEFINITIONS: "Agreement" means the Home Improvement Agreement between You and Home Depot, plus (a) any Change Orders; (b) the State Supplement, if any; (c) these General Terms and Conditions ("General Conditions") and any documents referenced in or attached to any of the foregoing. "Defect" means any Services that are found not to be as warranted. "Home" means the real property, fixtures and any physical improvements where the Services are performed. "Services" means (1) the delivery and furnishing of goods, equipment, materials, and hardware; and (11) any related labor and services, including without limitation, construction, consultation, fabrication, erection, installation, inspection, maintenance, repair, and testing. "Service Provider" means an independent contractor, authorized by Home Depot, and its employees, agents, and subcontractors. "Work Area" means any property, buildings, or structures necessary for the staging, temporary storing and performance of the Services. "You"/"Your" means the customer identified in the Agreement. 2. HOME DEPOT'S RESPONSIBILITIES: Home Depot or Service Provider will complete the Services in a workmanlike manner and in accordance with applicable law without causing damage to Your Home, provided, however, that Home Depot or Service Provider will not start or continue with any Services upon discovery of any condition at Your Home that Home Depot or Service Provider deems in its sole discretion to be hazardous or unsafe. Unless specifically contracted to do so, neither Home Depot nor Service Provider is obligated to repair such pre-existing hazardous or unsafe conditions. 3. ASSIGNMENT/SUBCONTRACTING: Home Depot and Service Provider may assign this Agreement, or any right herein, or any monies due or to become due hereunder, and may delegate or subcontract any obligations or Services hereunder without Your consent. This Agreement shall not be assigned by You without first receiving Home Depot's written consent, which may be denied in Home Depot's sole discretion. 4. YOUR RESPONSIBILITIES: (a) Payment: You agree to pay Home Depot in full for the Services pursuant to the terms of this Agreement. (b) Safe Access: You agree to provide Home Depot and Service Provider Safe Access to Your Home. "Safe Access" means safe and complete access to the Work Area, including, without limitation: (1) obtaining in advance of the Services consent, permission, or relief from any covenants, easements, restrictions, or other legal encumbrances affecting the Work Area; (2) providing the location of utilities, whether underground, concealed, overhead or visible, to Home Depot or Service Provider; (3) removing from the Work Area physical impediments, hazards, and building code or zoning violations that affect directly or indirectly the Work Area; (4) removing unsafe working conditions and hazardous materials, including environmental hazards, from the Work Area; (5) providing sanitary facilities to Home Depot or Service Provider convenient to the Work Area (or, alternatively, paying for the rental costs of such facilities); (6) providing all utilities, including without limitation, power, water, ventilation and climate control, in and for the Work Area; (7) removing from and protecting against minors, pets, guests and visitors in the Work Area; (8) keeping permits, if required, visible at all times; (9) disengaging, suspending or terminating any security systems protecting the Work Area; (10) providing adequate temporary storage space as needed for Home Depot's or Service Provider's performance of the Services; and (11) not interfering, impeding, impacting or otherwise disrupting the Work Area at any time during Home Depot's or Service Provider's performance of the Services. (c) No Performance: Services are to be performed by Home Depot or Service Provider. If You attempt to perform or assist with the Services in any way, You assume all risk for property damage and for injury to Yourself and others. 5. MODIFICATIONS AND CHANGE ORDERS: Without invalidating this Agreement, You may authorize Home Depot or Service Provider to perform Services beyond the scope of the Agreement ("Change Order"). A Change Order shall be issued by Home Depot or Service Provider on behalf of Home Depot, which You may accept by signing. Upon Your signing of the Change Order, it shall become part of this Agreement, subject to all of the terms of the Agreement. Change Order may also result from Home Depot or Service Provider encountering conditions at the Work Area that impact, impede or otherwise interfere with the performance of the Services, requiring an increase in cost, time, or both. Following the discovery of any conditions that impact, impede or otherwise cause the Work Area not to have Safe Access, Home Depot may immediately ask for a Change Order or discontinue the Services without further obligation to You. If You decline a Change Order request, You or Home Depot may terminate this Agreement. 6. TITLE AND RISK OF LOSS: The title to and risk of loss for any materials or goods provided to You that originate from Home Depot shall pass to You when paid in full by (1) You or (2) the Service Provider as part of the Services. Title to any other materials or goods provided by Service Provider shall pass to You upon completion of the Services. 7. WARRANTY AND LIMITATION ON WARRANTIES: (a) Warranty: Unless otherwise stated in the Agreement, Home Depot warrants for 1 year from the completion date that all Services shall (i) be performed with good workmanship and (ii) conform to the requirements of the Agreement. During the warranty period and within a reasonable time after receiving notice from You of a warranty claim, Home Depot may, at its sole option (i) correct or replace each Defect, or (ii) remove each Defect and refund the full purchase price thereof to You; provided, however, that all warranties are voided if (1) anyone other than Home Depot or Service Provider performs work upon or otherwise modifies any materials or Services provided under this Agreement, or (2) You fail to pay Home Depot as provided in this Agreement. The Home Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800-466-3337 T&C (C E H 10 S) (15 Dec. 17) v 8. 1.1 P,6,1111_11 The Home Depot General Terms & Conditions (b) Limitation on Warranties: THE WARRANTIES PROVIDED IN THIS AGREEMENT ARE STRICTLY LIMITED TO THE FOREGOING EXPRESS WARRANTIES CONTAINED IN PARAGRAPH 7A, IN THE WARRANTY SECTION OF THE AGREEMENT, IF ANY, OR IN THE STATE SUPPLEMENT, IF ANY. YOU ACKNOWLEDGE AND AGREE THAT NO OTHER WARRANTIES ARE MADE OR GIVEN BY HOME DEPOT OR SERVICE PROVIDER, INCLUDING ANY WARRANTY FOR FITNESS OF PURPOSE, WARRANTY OF MERCHANTABILITY, OR ANY OTHER ORAL, EXPRESS OR IMPLIED WARRANTIES. HOME DEPOT'S EXPRESS WARRANTIES ARE VOIDED FOR ANY DEFECT CAUSED BY ABUSE, MISUSE, NEGLECT, ACTS OF GOD, LACK OF PRESCRIBED OR STANDARD MAINTENANCE, OR IMPROPER CARE/CLEANING. ANY MANUFACTURER'S WARRANTIES PROVIDED FOR GOODS, MATERIALS, OR EQUIPMENT WILL BE PASSED THROUGH BY HOME DEPOT TO YOU, AND YOU AGREE TO LOOK SOLELY TO SUCH MANUFACTURER FOR REMEDY OF ANY DEFECT IN SUCH GOODS, MATERIALS, AND EQUIPMENT. HOME DEPOT MAY ASSIST YOU WITH WARRANTY CLAIMS AGAINST MANUFACTURERS. 8. TERMINATION: This Agreement may be terminated by Home Depot for its convenience, and by either party for cause if the other party fails to correct a material breach within ten (10) days after receiving notice from the non -breaching party identifying the breach. In the event Home Depot terminates this Agreement because You fail to provide Safe Access to perform the Services, or if either party terminates the Agreement because You decline a Change Order request resulting from unforeseen or hazardous conditions, then You shall pay Home Depot for Services provided through the date of termination plus any costs or expenses incurred by Home Depot or Service Provider as a result of the termination. 9. CHOICE OF LAW: SEVERABILITY: This Agreement shall be governed by and interpreted in accordance with the laws of the State where the Project is physically located. The parties intend for the terms and conditions in the Agreement to be complementary, consistent, and enforceable under applicable laws. In the event any term or condition in the Agreement violates applicable law, such term or condition shall be severed from the Agreement, but only to the extent necessary to avoid such violation, without invalidating any other terms and conditions of the Agreement. 10. ENTIRE AGREEMENT: This Agreement is the final, integrated, and exclusive expression of the parties' understanding, which supersedes all prior offers, orders, understandings, representations, proposals, confirmations, and negotiations between the parties, whether oral or written. No course of dealing, usage of trade, course of performance, course of conduct, or any other evidence of additional or different terms shall be admissible to contradict or vary any term in the Agreement. 11. SECURITY INTERESTS: LIENS: If You make all payments as required under this Agreement, no security interest will be placed against Your property by Home Depot. If a security interest is placed on Your property, it creates a lien, mortgage, or other claim against Your property to secure payment and may cause a loss of Your property if You fail to pay as requested. After paying on any completed phase of the Services and before making any further payments, You should request from Home Depot or Service Provider a signed, unconditional release from, or waiver of, any right to place any claim against Your property applicable to the work then completed. You may ask an attorney about Your rights to discharge security interests. 12. RETURNS: Custom order merchandise (i.e., goods that are custom made, uniquely altered, colormatched, shaped, sized, or otherwise uniquely designed or fitted to the requirements of a particular space) is non -returnable, and its purchase price cannot be refunded unless Home Depot or Service Provider (1) incorrectly ordered item, or (2) damaged item beyond repair. Special order merchandise may be returned, and a refund for all or part of the purchase price provided, in the discretion of Home Depot. Please contact Your store for additional details concerning returns. 13. AGREEMENT/SERVICE ORDER COMMUNICATION PREFERENCES: You can visit www.homedepot.com > In - Store Special Orders at any time to access Your account for the following: (1) Update Your Agreement/Service Order Communication Preferences (email, text, Auto Call); (2) Contact Home Depot for order assistance; (3) View latest order status; or (4) Take action to schedule pickup for Your Service Orders. To stop any of the following communications You may visit www.homedepot.com > In -Store Special Orders to access Your account to update Your Agreement/Service Order Communication Preferences, contact The Home Depot, and take action on orders. If You signed up to receive updates about Your Agreement/Service Order(s) via: (a) Text Message Communications, You may receive multiple messages per order (including current and future orders) via automated technology to the mobile phone number You provided. The total number of messages received depends on the number of orders placed and order activity. Standard message and data rates apply. Not all carriers covered. You can text STOP to 97710 to stop (You will be sent a confirmation message). Call 1-877-467-2581 or 1-800-466-3337 for help; (b) Electronic voice communications (Auto Call), You may receive multiple pre-recorded phone calls per order (including current and future orders) via automated technology to the phone number You provided. The total number of calls received depends on the number of orders placed and order activity. You can press 9 during a call to opt out or call 800 -HOME -DEPOT for help; or (c) Email Communications, You may receive multiple Emails per order (including current and future orders) via automated technology to the Email address You provided. The total number of Emails received depends on the number of orders placed and order activity. The Home Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800-466-3337 TQC (C E H 10 S) (15 Dec. 17) 8'1'1 000��� HOME cemnrrc GUTTER MEASURE SHEET I - X, Lf) u///i i . 2 Rr I L;n cn1 dKr dtuvr x - 7-1 �4 x x x x - x x x Key Code tnstoGutbur NoGufter OstDry Down 40tft o Skwy Down MEASUREMENTS AND SPECWK ATlod4s 1. R=KWe Exlsting Gutter Yes ❑ No ❑ Led Protectlon Penal Yea ❑ No El 2. Gutters - (Linear Feet) 3. Lard Probw*m - (LJnw Feai) of Dowrrspo s Section A Sectlon A Tobi Feet of 1 Stay DVS SW x 13 Seddon B �- Section B (Each WS 13-) Section C section C Section D Total Feet of 2 Story DVS DIS x 23 ■ (Each DPS 23") Toted LJn Ft om Lin IFL Gutter Codon LP Color DVS Color & Root Type: ❑ & DOW Fascia Bmd ❑ Open Rafter Tae ❑ Too COMMENTS 1 ?-U-O or o Scanned with CamScanner ' Ilwlad Pue BuuaaulBu3:111]91YI lanai yoi SlVI11Nl S.tl3NO3HO H1nV 31111 OV31 VM dlHS 31VO dIHS #'0'S 3Sn 10d ON 33A ON 53A 1N3S 1IVN3 tl30tio 31VHolxo0 1 In 1 Iboys #133HS 03d5. tl�S AB 1HM :Olepuel9llry lyy'p+epuelS l'1't F V2L OOOB HM HM MJ'OJ 0099 Nl E Afi'IHM l piepuw5ll^] VY1pepuel5 d9I1n119 l'l t L Url HM IIM ) I1tl9S 03BIV 1 In luo (vU 3000 a a TV -+o, NH31LVd S)03Hnldlno5 IHS'aHB ep)s3noey3 wall em9N NOtl1S u' a 10 lu)bb Iw)a9 HOItl3D(3 HOIH3tN1 3IN 3000#Saari UO AW 1NOOo 1HO13H H101M SA3IIOSIAI o+NS a m 110llOS '!a'.(d)ltlll ONIONVH /: etla!Ie1S-S 43H -iO a H013H MOM %OS -+a 03dS 10d I SNOIldO ojmPJOH 'm a .m -d01 3dA1 Bupe+edOM 'OIS n g 3014bl1 HOSVI 9uapd0 x < x v+ 69tlIo z. ONIN3d0313HON00 %31i313tl0>SS.NI M3Hos OooM zla y51eM u1naM 53]IAY35 3rvOM ltl OHy NOOOV1SS.1I 9NIN3d0000M 3OVO INV111 JOd 03HInO3H 03HISRO SONVONVIS 31VOIONI SON, dI ON S3A LIOW # 01 dIHS 31V1s'ALIO # 3NOHd AS 03HaOHO As 03tl30tl0 1NV1lnSNOOS3-vs 311VN HaIV3O Nouontl1SNOOM N 1300W3tl 4OVdNl NON) 3MAOtl3N3 UOVdWIIntlV00NIM # Od ILnAe19'1 #sor INnY H n31iM 13311015no izet1 PH31V30 M.A M30I1V aWl¢-AwM 1%38 use elotlotlao 31V0 ss:ax:ro 31111 111101 H30HOlOd ON s3A ONOtld NOOl05 SlVI11Nl S.tl3NO3HO H1nV 31111 OV31 VM dlHS 31VO dIHS #'0'S 3Sn 10d ON 33A ON 53A 1N3S 1IVN3 tl30tio 31VHolxo0 1 In 1 Iboys #133HS 03d5. ONIN3d0313HON00 %31i313tl0>SS.NI M3Hos OooM zla y51eM u1naM 53]IAY35 3rvOM ltl OHy NOOOV1SS.1I 9NIN3d0000M 3OVO INV111 JOd 03HInO3H 03HISRO SONVONVIS 31VOIONI SON, dI ON S3A LIOW # 01 dIHS 31V1s'ALIO # 3NOHd AS 03HaOHO As 03tl30tl0 1NV1lnSNOOS3-vs 311VN HaIV3O Nouontl1SNOOM N 1300W3tl 4OVdNl NON) 3MAOtl3N3 UOVdWIIntlV00NIM # Od ILnAe19'1 #sor INnY H n31iM 13311015no izet1 PH31V30 M.A M30I1V aWl¢-AwM 1%38 use elotlotlao 31V0 ss:ax:ro 31111 111101 H30HOlOd Y Gi ;Ai MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 1'(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) rrnw.mlamidade.sov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, Irl, 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 "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD -5570.0, titled "Vinyl Sliding Glass DoorNOA (LM)", sheets i through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 orNOA. 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 #15-1210.01 and consists of this page t and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0420.06 MIAMIDADECOUNTv / i t7 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 Page 1 PGT Industries, In_c. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 1.1-0.107.01) 2. Drawing No. MD -5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, 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 vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 FISC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Iric., Test Report No.* FTI., 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasenda, P.E. Prod ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration 'fest, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, 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 vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/101 signed and sealed by Jorge A. Causo, P. E. (Subinitted under NOA No. 11-0.107.04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifonn Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 tlu-u A-5), dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (Suhmitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Subrnitted underNOA No. 15-1210.01) — — --> /,/'Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0420.06 F.xpiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09130/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.1.5 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their `Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under 1VOA No. II -0-107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas@ (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifole Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. i�-- Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-stn Edition (2014) and FBC-6t" Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05117, signed by Ishaq Chanda, P.E. G. OTHER 1. 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Fn-�zQEn zM U>m°a -WF-Wa _�wz�o� U3 ��3 aaUoaaF- E�u)LUOFn WU0XoN=tzw°�°zsWOopaz zm�E�O�¢�m�i,zNg�v�iv~i �ozwawoyW¢o��p zLU ululOutzU SZ JOLLg�Oz-jpa^ zU-aawi�5��0g}^QZMM W a� JZC7Uw�uawz c�azaa¢ ¢m_� O r•N¢mU c7?(n�tp tp���Uf�zLLmtA�r ¢ r¢�NMu•C7 In oiSam�A z J(nU Z�cn C7N(L 3: v d1f>tD MAX. UNIT WIDTH [-- MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES _1 & 2 MAX. UNIT WIDTH NOM. PANEL WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH I PER TABLES 1 & 2 MAX. UNIT a) HEIGHT PER TABLES 1& 2 P� •�(( PER TABLES 1 & 2 MAX. UNIT i HEIGHT 1� I PER TABLES 1& 2 1 1 I J L- 4 2 -PANEL -PANEL CONFIGURATIONS CONFIGURATIONS NOM. PANEL WIDTH [-- MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES _1 & 2 , NOM. PANEL WIDTH PER TABLES 1& 2 MAX. UNIT WIDTH e PER TABLES 1 & 2 P� •�(( PANEL HEIGHT = DOOR HEIGHT - 2-112" ;' No. 587Q,5 �4,nR PER TABLES 1 & 2 I n NO CHANGES THIS SHEET. a 04105/17 °� MAX. UNIT NTS 2 OF 21 qz MD -5570.0 A l 3 � MAX. UNIT s I� HEIGHT ® i PER TABLES 1& 2 I W I� °= HEIGHT PER TABLES 1 & 2 I= PER TABLES 1 & 212 5 -PANEL CONFIGURATIONS r I / / / PDc>�r I / IL LLI 3 -PANEL CONFIGURATIONS 4 -PANEL CONRGURATIONS F NOM. PANEL WIDTH MAX. UNIT WIDTH ` \ T1Y LY ��0 • • • • •.NN,tj NOM. PANEL WIDTH ��` '. ttCEIvy+F •� PER TABLES 1 & 2 P� •�(( PANEL HEIGHT = DOOR HEIGHT - 2-112" ;' No. 587Q,5 �4,nR PER TABLES 1 & 2 I n NO CHANGES THIS SHEET. a 04105/17 , A, '.�Sz ��RIDA,.•'G��\� OAIA L EN \\\. rfff 111 ! 1111\ A 1 P.E.Fb8705 P.S. YNN , Im NTS 2 OF 21 qz MD -5570.0 A MAX. UNIT HEIGHT I MAX. UNIT HEIGHT PER TABLES 1& 2 i PER TABLES 1& 2 5 -PANEL CONFIGURATIONS NOM. PANEL WIDTH _ PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 7 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT WIDTH tv i 6 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 a I MAX. UNIT (� HEIGHT PER ' r"s TABLES 1sheer. POC.JIFr I °� CORNER, TYP. OUTSIDE CORNER SHOWN. INSIDE CORNER SIMILAR I MAX. UNIT HEIGHT PER TABLES 1 & 2 CONFIGURATIONS NOTES: ")C'= OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB '0'= INOPERABLE PANEL LOCATIONS. EXAMPLE. 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN "p" = POCKET POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. - 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER COPYRIGHT 02017 PGT INDUSTRE& { ALL RIGHTS RESERVED 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. 1070 TECHNOLOGY DR N. VENICE, FL 34275 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT2 L --SHEET NUMBER (941)-480-1600 CERT. Of AUTH. 029296 I� I� e IZ POCXET J PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 expiration Date 04/1412021 8 -PANEL CONFIGURATIONS 4) DLO WIDTH = NOM. PANEL WIDTH - 8-9116" ` \ T1Y LY ��0 • • • • •.NN,tj NOM. PANEL WIDTH = PANEL WIDTH + 1-3116- ��` '. ttCEIvy+F •� OLO HEIGHT = DOOR HEIGHT -11-1116' P� •�(( PANEL HEIGHT = DOOR HEIGHT - 2-112" ;' No. 587Q,5 �4,nR VINYL SLIDING GLASS. DOOR N04 (LM) $1 10/05/15 EXAMPLE CONFIGURATIONS J ROSOWSKI n NO CHANGES THIS SHEET. a 04105/17 , A, '.�Sz ��RIDA,.•'G��\� OAIA L EN \\\. rfff 111 ! 1111\ A 1 P.E.Fb8705 P.S. YNN �o L-5570111 NTS 2 OF 21 qz MD -5570.0 A CONCRETE/CMU PER ANCHOR REQUIREMENT DETAIL Al DETAIL 131 METAL TYP., SEE ANCHOR THRV 1X WOOD ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4, SHEET 1; MIN. OF 3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE METAL SUBSTRATE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT EDGE . DISTANCE�-. 8 � / ANCHOR / PLATE AT ` / EVERY / ANCHOR LOCATION 4 i 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER----/ SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW L— EDGE DISTANCE F FRAME WIDTH — 1/4' MAX. REQUIRED IF DOOR FHEIGHT IS OVER 98'gt\ 94 MAX 28' O.C. 6 —„ 1X OR 2X WOOD BUCKSTRIP, SEE NOTE 3, SHEET I DETAIL A2 INTO 2x "VOOD I.-- 1/4' MAX. - EMBEDMENT DAYLIGHT WIDTH p, im�j I I R E NOTE 6, 94� j"1_ &27R8 THIS SEE NOTE T 1/4" MAX. I zs zs v/ THIS SHEET IAU��132 SEE NOTE 8, THIS SHEET EMBEDMENT NOTESALL 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. SEE NOTE 0, THIS SHEET 2 / #/8 X 3/4' SMS REINFORCEMENT SCREW; 7 63 PER STILE, LOCATED AT CENTERLINE AND 6", DETAIL SHEET 19 PARTS IDENTICAL. HORIZONTAL SECTION (XXX SHOWN) 1 9- & 12" FROM ENDS (FACTORY INSTALLED). DETAIL C21 INTERLOCK I DETAIL D2 ~ ~ 1 INTO MASONRY 1 DETAIL B2 FACINGGN�1' REQUIRED IF DOOR 21 HEIGHT IS OVER 96' EMBEDMENT _ --� r Q y INTERLOCKS 27 DAYLIGHT 91 1/4" MAX. - +--I a NO CHANGES THIS SHEET. I INT RIOR 04/05/17 OPENING 22` WIDTH 1 EDGE DISTANCE j I ,o o SEE NOTE 8, THIS SHEET 7 1 I 2 THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. DETAILS. STANDARD 28 O27 • 2B 0 25 _� I 7) SEE SHEET 20 FOR SCREEN I CERT. OF ALITH.02WW Cza 23 a TYP. ANCHOR TYPE, 93 EMBEDMENT AND 0 n EDGE DISTANCE 31 PER SUBSTRATE, SEE TABLE A. SHEET 9 d 1 & NOTE 3, BELOW EXTERIOR T HRU ~ O.C., KEEPER @ MAXI SEE SHEET 19 L J PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT t INSTALLED IN EITHER HORIZONTAL SECTION (XO SHOWN) FIXED PANEL CLIP & INTERIOR OR ANCHORS SEE EXTERIOR DIRECTION. NOTESALL 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6, THIS SHEET) DETAIL SHEET 19 PARTS IDENTICAL. 2) REFER TO ANCHOR NOTES, SHEET 1. FOR ALL LOCKSTILES, 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ASTRAGALS, FIXED 25 ANCHOR QUANTITIES, SEE TABLES 1 & 2. STILES AND O (� VINYL SLIDING GLASS DOOR NOA, (LM) 11110/05116 4) CONTINUOUS ANCHOR PLATE, ITEM 08, IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION, HORIZONTAL X -SECT. & m' J ROSOWSKI FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON.FOR 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS, ALL INTERLOCKS 27 O J o COPYRIGHT PGTINWSTRIES, INC. ALL RIGHTS RESERVED DR a NO CHANGES THIS SHEET. as 04/05/17 a REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF oNty 1070 TECHNOLOGY 2 THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. DETAILS. STANDARD HD N. VENICE, FL 34275 (941)-480-1600 SGD-5570 NTS 3 OF 21 x° MD -5570.0 A 7) SEE SHEET 20 FOR SCREEN CERT. OF ALITH.02WW EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE; EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED as complying with tho Florida Building Coda NQA-No. 17-0420.06 Expiration Doto 0411412021 .n - By By ow'. ­ ", ti Q.�•• � ylcaNsF •••!!� * No. 58705 117 '���'• STATE OF'I ORIDPI S10NAL A. LYNN MILLER, P.E. P.E.0 58705 O J Q J fn z v co \\\\1I �C I liJl�/// OU�OW w ap�� Wo 4 V �: p.L� a z-1O03 ir w W ZUlW W« p G Z:y N 0 0.. n �WSar :t ¢mX A S �; �.W in --� a: Q- wDlW�wr rLU �i� Fcs o \ a r: J o 1`iQ O: 2` Za >�v)0i'w zr- w u'u z -Z' z J y�.:p` w12Q¢F-2 LE ~ z UJ pEczG,G1�` d cn r = a d 3' .•� a¢t9rmQ w wmw aa0 0-:e a a /�yb,'•.... `�. QazW�W U ED C3 sob a sm°z� * QROF\\ o �>wm ¢ wa'z Op +1 �tIfilllll� ¢ O W W Q r a Z r 00tLmw cn ww°0 a of S asF I-c� Y Q 'a w Z U Ltl r C7 w .- r. p Zr) rorr W 0 Szw LU= e Qr -05 ^•a ❑ °° OQS >S� O W r2 o O -4 F- W �a 0 w v cn O 0 o Qo w t Zo¢ aOz¢ ate_ _ � A.a o F- ¢ w 000- w - oo _ r~ }} w tTI a cr u) F- w F<-. 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LU r v N OI O\\ w� O c will OEr� a O $? n Jamm i to �•" '.�2 UJ a w fl0 O:�!� N h a' Q Z:� z �40 �- zd �rrlllllttt�t PRO j 4 3VN0 0 OR w•o N o 0i w.ta �r•o a ; -r Ma z 0 ce �e LO to L3: Z a Q V VN Q w w 0 w amo O a X N viZ O Q p O w �¢ O V) J to T ✓Y Z < fn0) F... z Zp Q QV W o YO O Q It LU U� 1Q w } > z p U z v z ci W Q gat 'n o AWN wr z<.0km Q cr — Q z 04 S& dLn U) o—cn< z ►- °8 0 0 v�fm>- No ID > to 6 (L (Daip = ty ► "a� ��O 0 � co t' �-c arii�Q -uj z=UIT4 �lXif ( {ice WW�a cn�L'u z ado>°�'0 �W p�ow CL z�fVdc7� TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW NO —. : Ei�?BED-.. MENT _OPT. • �• ANCHOR CONCRETE(CMU TYP. ANCHOR TYPE, EMBEDMENT "'OR EDGE PER ANCHOR AND EDGE DISTANCE PER DISTANCE REQUIREMENT SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, BELOW INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMENT - EXTERIOR I i DETAIL 12 INTO MASONRY EMBEDMENT I- EXTERIOR 1/4" MAX. 19- SEa FIG 1. THIS SHEETC TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET i & NOTE 3, BELOW OPT. ANCHOR EXTERIOR POCKET NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES. SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING. FOR ANCHOR QUANTITIES. SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EMBEDMENT 114" MAX. SEE FIG 1,3t THIS SHEET EDGE l� DISTANCE '/ EXTERIOR POCKET CONCRETEICMU PER ANCHOR REQUIREMENT OPT. ANCHOR rx.unc 1, Inp MKLVV^J M 1 r%.A mm 10: FOR DOOR HEIGHTS 96" AND LESS: 31 �1 FOR DOOR HEIGHTS OVER 96" 10yi 21.9" �gV MAX. O.C. ,30 22 021 EDGE 2X WOOD BUCKSTRIP OR DISTANCE FRAMING, SEE ANCHOR NOTE 3, SHEET 1 OPT. ANCHOR n OPT. DETAIL 14 F' INTO WOOD 1 EXTERIOR IG EXTERIOR POCKET DETAIL 11 OPTIONAL NON- P -HOOK EXAMPLES, HORIZ. X -SECT. 14 J ROSOWSKI INTO MASONRY STRUCTURAL ALL RIGHTS RESERVED 1070 TECHNOLOGY DR - - - --- a� ANCHORS FOR -- SGO-5570 NTS 8 OF 21 i MD -5570.0 A INTERIOR POCKET I�RIOR z1 JAMB 91 33 INTERIOR POCKETS MUST SEE FIG 1.30 30 THIS SHEET INCLUDE A NON-STRUCTURAL, (t0 FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER INFILTRATION. 114" MAX. Is POCKET BY OTHERS, SEE TO 6 BELOW rI TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW NO —. : Ei�?BED-.. MENT _OPT. • �• ANCHOR CONCRETE(CMU TYP. ANCHOR TYPE, EMBEDMENT "'OR EDGE PER ANCHOR AND EDGE DISTANCE PER DISTANCE REQUIREMENT SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, BELOW INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMENT - EXTERIOR I i DETAIL 12 INTO MASONRY EMBEDMENT I- EXTERIOR 1/4" MAX. 19- SEa FIG 1. THIS SHEETC TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET i & NOTE 3, BELOW OPT. ANCHOR EXTERIOR POCKET NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES. SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING. FOR ANCHOR QUANTITIES. SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EMBEDMENT 114" MAX. SEE FIG 1,3t THIS SHEET EDGE l� DISTANCE '/ EXTERIOR POCKET CONCRETEICMU PER ANCHOR REQUIREMENT OPT. ANCHOR rx.unc 1, Inp MKLVV^J M 1 r%.A mm 10: FOR DOOR HEIGHTS 96" AND LESS: 31 �1 FOR DOOR HEIGHTS OVER 96" 10yi 21.9" �gV MAX. O.C. ,30 22 021 EDGE 2X WOOD BUCKSTRIP OR DISTANCE FRAMING, SEE ANCHOR NOTE 3, SHEET 1 OPT. ANCHOR n OPT. DETAIL 14 F' INTO WOOD 1 EXTERIOR IG EXTERIOR POCKET L'a VINYL SLIDING GLASS DOOR NOA (LM) 121 10105/1'. P -HOOK EXAMPLES, HORIZ. X -SECT. 14 J ROSOWSKI Y1® COPYR30HT020r PGT INDUSTRIES. INC. i a� NO CHANGES THIS SHEET. !4 04/05/17 ALL RIGHTS RESERVED 1070 TECHNOLOGY DR - - - --- a� N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTR. 029296 -- SGO-5570 NTS 8 OF 21 i MD -5570.0 A PRODUCT REVISED as complying with tho Florida Building Coda NOA-No. 17-0420.06 Expiration Data 04/14/2021 By MIOMP9100o Product Control `, 11,......, II/, ON`f LYNN1 ``�.`'� . • �IGENyF d1��1�� ` * ; No. 58705 ' O ' sra� - OF ' '/S�ONAL IEN A. LYNN MILLER. P.E. P E1 58705 SUBS A'3'd -9d't13'ntw NNAI V I J11 �3 '1VNQIS'% so, % ti �� 31 1S Q its I•ZOZIV L/b0 asaa ucpiuldx3 90.OZb011LL ON -ZION opo3 Butplln8 aPNold o44 411M SupAldwoo sa Q3SIA32i iona02id V �. 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C'd�mz� g c*� to n g sN� ton $cv to n t*3 to n �+ ton U U U N O Q Q + U * * + U + U + + + + + * w5ww YOU V En Q (.i O r r + 1n n , j to n a N N N N M * 1n n + to n en n en n t j u1 n c`3 u o Q¢ Q R 1- U C�`3 in uj V) + uj x 0 n z F. a o rn n v E_ 4 £ to a n n N a in a '� 4 = 4 4 m a(0 � z w Z— O c - p?O❑wMzO g d E ,i�°� ,i� d , '-'a Q1z'a axw a gtt3' ° a,z-'II ►-fit=� t"aw cc N D O 4 4 O Q �~,1W.~.aWwWU`"" L• F C [i 1p V= tDp« c x -� v - o d,23� No3 OOt a_DOE �0E m0.G t00E r -A m -� n v ".v '� ? 03 3 Qo3 X03 Uj z❑NZFr �N a.< w °D O 4 O w �- wu?wz J<► -w a R (� E' �u X03 z c J o 5 N v �°�° < <coMUJW(n �h3rxwzuLLaw s a �[�u.w�cn�cn - U3WM {sued lsulwoN r- a N ix N � + � m g �a J � a N til v' r + EXAMPLE: 3 -PANEL, 3 TRACK STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84- NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.71-58.6 PSF OPT. ANCHC TO AID ALIGNME! N OPT. ANCHI TO AIC ALIGNME P -HOOK A nit-WnDAr_P UG I MILO POCKET BY OTHERS.SEC NOTE 6, SHEET 6 I EXTERIOR POCKET BY"FRAPMEJAMB o OTHERS.SEE NOTE 6,0 0 SHEET 6 ly '+2" ANCHORAGE, -J SHEET 11 .C3, CLUSTER, _/ SHEET 11 L 21.6" SEE POCKET JAMS MAX. INSTALLATION ON O.C. INTERIOR POCKETS SHEET 6 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48,21-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY Head/S111 C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE I Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P -hook 7 101 I A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT FRAME JAMB REQUIRED INTERIOR POCKETS INTERIOR HEAD SPLICEANCHOR CENTERLINE OF INTERLOCK CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK INFORMATION. ® 6" CENTERLINE CENTERLINE CENTERLINE C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. MAX. OF PANEL 1 OF PANEL 2 OF PANEL J HEAD & SILL: SHEET 4 �j HEAD (INTERMEDIATE ANCHORS):_ SHEET 12 FOR THE "+2 ANCHORS AT THE i MIDSPAN OF EACH PANEL. JAMB SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3- CLUSTER ANCHORS AT ANCHORAGE THE INTERLOCKIASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE DETAILS MIDSPAN OF EACH PANEL. .•2 ANCHORAGE, "+2' ANCHORAGE, 25-318' MAX.;,Q'8" '•2" HORGV MAX.SHEET 12 "C3" CLUSTER, SHEEt2 'C3" CLUSTER, SHEET EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE (MIN. 1 ANCHOR) SEE POCKET JAMB HEAD ANCHORAGE DETAILS SPLICE NOTE: INSTALLATION ON NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX (3 -TRACK) BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR 6" CENTERLINE MAX. [--OF PANEL 1 CENTERLINE OF INTERLOCK {� CENTERLINE 1 OF PANEL 2 CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK ANCHOR INFORMATION. CENTERLINE �� OF PANEL 3 POCKET BY"FRAPMEJAMB o OTHERS.SEE NOTE 6,0 0 SHEET 6 ly '+2" ANCHORAGE, -J SHEET 11 .C3, CLUSTER, _/ SHEET 11 L 21.6" SEE POCKET JAMS MAX. INSTALLATION ON O.C. INTERIOR POCKETS SHEET 6 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48,21-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY Head/S111 C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE I Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P -hook 7 JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. FOR PRODUCT REFERENCES, ALSO SEE:_ P -HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL I A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: LOCATIONS OF CROSS-SECTION DRAWINGS. HEAD (CLUSTER ANCHORS}: SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT 3) INSTALLATION DETAILS INTO WOOD CAN COPYRIGHT02017 PGTINMJSTRIES, IN ALL RIGHTS RESEMD C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. s" MAx. THE INTERLOCKIASTRAGAL. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 �j HEAD (INTERMEDIATE ANCHORS):_ SHEET 12 FOR THE "+2 ANCHORS AT THE i MIDSPAN OF EACH PANEL. JAMB SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3- CLUSTER ANCHORS AT ANCHORAGE THE INTERLOCKIASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE DETAILS MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. FOR PRODUCT REFERENCES, ALSO SEE:_ P -HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL I A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN COPYRIGHT02017 PGTINMJSTRIES, IN ALL RIGHTS RESEMD C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY DR D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 N. VENICE, 34275 E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. ,IAMB: SHEET 3 - {941 }-480.11 60000 F) SHEET 21 FOR A BILL OF MATERIALS. P -HOOK: SHEET 6 cERT. of Am. ovm "+2" SHEET 11 'C3" CLUSTER, SHEET 11 SILL ANCHORAGE DETAILS PXXX (3 -TRACK) END PANEL ANCHOR EXCEPTION: 154W MAX. IW "•2" ANCHORAGE. SHEET 11 END ANCHORAGE (MIN. I ANCHOR)— DISTANCE TO NEXT CLUSTER TO BE 25.318' O,C. OR LESS CENTERLINE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA (LM) jai10/05/15 STRAIGHT DOOR EXAMPLE 11.tj J ROSOWSKI NO CHANGES THIS SHEET. lit 8104/05/17 SGD-5570111 NTS IJI 9OF21 [ail MD -5570.0 - -I 6' MAX. EXTERIOR ID PRODUCT REVISED as complyying with the Florida Building Cado NOA-No. 17.0420.06 Expiration Date 04114/2021 `11{1IlI11J//,/ 10 * No.58705 P o AA ; "t ORM IONAL, A. LYNN MILLER, P.E. 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O Q cn� Z U O O W = > rn z o b W r, p to a NW YNSS o]UF—1 R A��-)EDJ LLmos.0 a_aUZfros1A� Qz I \ \� o Cl j C' � r� a = 00 LLJ W V7 C3 � Q� � � �� a� to �a toW o a CIO�- CO Lua R N d r V_n o 1 �uzWia �; -- w� D iy /I L o CL O M IX.M LoM W Q� 2% W Q W CL U S c� o Ln N N' O o Ccr a N U W J Z - Oa 1 p Iz0 �'- v UQ� \� O L N Wm �60 Xo:W L�XI-a U 00 OUF ONc] CD NJ ml- cc U) mQQ � P � Q W N .- b N � b Q Or Y (/ol�j O WO uS ul 00 lli J a Z W � (� o o > X m `• # 1 Part ,# 19001 Description 2 -Track Heed/Jamb Material Rigid PVC 2 19002 2 -Track Silt Rigid PVC 3 19025 3 -Track HeadlJamb Rigid PVC 4 19026 3 -Track Sill Rigid PVC 5 19027 4 -Track Head/Jamb Rigid PVC 6 19028 4 -Track Sill Rigid PVC 7 19009 Frame Screw Cotler Rigid PVC 8 19031 Anchor Plate 6083 -TB Alum, 9 19007 Track Insert 6063-76 Alum. 10 19084 Interlock Cap - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support 6063-T8 Alum. 12 19006A Outer Sill Co%er 6063-T6 Alum. 13 19011 Sin Track Corer Rigid PVC 17 19032 P -Hook Adapter 6063 -TB Alum. 18 19020 P -Hook 6063-T6 Alum. 19 19047M Extended Keeper 6063-T6 Alum. 20 19029M Keeper 6083-T8 Alum. 21 19014 Reinforcement Bar Cover Rigid PVC 22 19030 Reinbrcement Bar 6005-T5 Alum. 23 19037M Fixed Panel Gip 6063-T6 Alum. 24 1903SM Reinbrcement Plate 8063-T6 Alum. 25 26 19017M 19046 Top Rail, Bottom Rail and Lockstfle Reinforcement 6005-T5 Alum. Composite 27 190i8M Interlock .300 Reinforcement, Std. 6005-T5 Alum. 28 19013M Interlock .400 Reinforcement, HD 600&T5 Alum. 29 19019M Astragal Reinforcement 60D545 Alum. 30 19083 Extended Packet interlock Adaptor 6083 -TB Alum. 31 19005 interlock Adaptor Rigid PVC 32 19008 Astragal Add-on Rigid PVC 33 19004 Panel Stile, TopfBottom Rail Rigid PVC 34 19040 Interior Jamb Cover 6013-78 Alum. 35 19076 135' Comer Astragal 6063-76 Alum. 36 19077 135' Corner Astragal Passive Mount 6063-18 Alum. 37 19079 135' Comer Astragal Cap - Ext. Rigid PVC 38 19080 135• Comer Astragal Cap • Int Rigid PVC 39 19078 90' Corner Astragal 6063-T6 Alum. 40 19081 90- Corner Astragal Cap - Ext. Rigid PVC 41-1 19082 90- Comer Astragal Cap - Int. Rigid PVC # 42 Part# 19085 Description Sill Riser - (2-112') Material 606376 Alum. 43 i9022A Sill Riser - (3.112') 608376 Alum. 44 19023A Sill Riser . (4-1116") 6063-76 Alum. 46 19024A Sill Riser - (4-5167 6W3 -T6 Alum. 5D 716W9W .187" x .320" Finseal (Stile) 6063 76 Al 51 71696K 1-112" x V x 314" Fin Seal Dust Plug 6063 76 AI 62 71696 Dust Plug 6063 T8 AI 60 419041 Interlock Clip Cover PVC 61 78153X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78X75FPTX #8 x 314" Ph. FH SMS @ Roller & Reint SS 64 419042 Frame Header Block Nylon 65 48052 Roller Adj. Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 87 76XI14FPTX #6 x 1-114" Ph. FH SMS @Bumper Stop SS 68 71696G Sin Plug PVC 69 781M Gemini Mortise Lock w/icng Trim plate StesllSS 70 71032XiFPFX 10.32 x V Ph.FH MS @ Lock SS 71 %cries Handle Kit Cast Zinc 72 19054 Interlock Retainer Clip Nylon 75 76 77 78 18croon Cloth Kommeding 4SG TPS Spacer System Quanex Super Spacer nM with Hot Melt Butyl Quanex Duraseal Cardinal XL Edge Spacer Sae Sheet for 10 da Materials 79 Dow Coming 995 or GE -7700 Backbedding Snicone 80 19090 7/16" Square Bead Rigid PVC 81 7/16" Beveled Bead Rigid PVC 82 19044 1-1116" Beveled Bead Rigid PVC 83 1904S 1-1116" Ogee Bead Rigid PVC 84 19018 i-3116" Ogee Bead Rigid PVC 85 71726K Setting Block ill" x 4!'x 1116", 85 +/- 5 duro. Neoprene 88 71726K Setting Block 1" x 4" x 1116", 85 +1- 5 duro. Neoprene 90 781 PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 78X114PHPT410X #8 x 1-114" Ph. PH SMS @ Ralnt Bar SS 92 710X1PHPT18.8X #10 x V Ph. PH SMS @ Red Support SS 93 71OX115PPX #10 x 1-1/2" Ph. PH SMS @ Fxd. Pni. Clip SS 94 710X2.5PHPT18.8X #10 x 2-1/7' Ph. PH SMS ® Reini Plate/Ast. SS 95 71420X2ZbFPFX #12 x 2-114" Ph. PH SMS @ Hdr. Block SS 96 710X1.75PPX #10 x 1-314" Ph. FH SMS @ Ast. Mount SS 97 71OX34PPX #10 x 314" Ph. PH SMS @ Ext. Pkt. int. SS 98 710)QPPX #10 x 2' Ph. FH SMS @ Keeper SS NOTES: 1) ITEMS #14-16.46-49,53-59,73,74 &87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. �m COPYRIGHT02017 PGrINDUSTRIES. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 VINYL SLIDING GLASS DOOR NOA (LM) TABLE D- ROX SCREEN # Part # Description Material 100 12256 Box Screen Top Rail 6063 T5 Al 101 12257 Box Screen Bottom Rail 6063 TS A 102 12258 Box Screen Side Rail 6063 75 Al 103 64428 Box Screen Interlock 6063 76 Al 104 17347A Box Screen Snap -on Bug Flap 6063 76 AI 106 64345 Box Screen OXO Astragal Adaptor 6063 T8 AI 106 17349 Box Screen Astragal Adapter 6063 T5 Af 107 19039 Box Screen Frame Sill Add-on 6063 T6 Al 108 19038 Bot Screen HeadlJamb Add-on 6063 T6 AI 109 720XIX 1414.20 x 1" MS @ Top Rall SS 110 720XI12X #14.2D x 1-1/2' MS @ Bottom Rail SS 111 71793G Watp, .270" x .150" - Fn Seal 132 112 6180SK 1&tp, .187" x .5017' @ Bug Flap 133 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Kollar SS 115 %arias Screen Locking HardNere Steel 116 419053 Screen Keeper Sleet 117 76X1PPA #8x 1" Ph. PH SMS Steel 118 1692/3/4Screen Spline - .150" & .165" Vinyl 119 1816C20 18croon Cloth Fiberglass TABLE E: STANDARD SCREEN # Part # Description Material 120 12033 Screen Frame Rail 6063 T5 Al 121 12026A Screen Frame - Side Rail (Latch) 6063 T5 Al 122 17383 Screen OXO Astragal Adapter 6063 T6 Al 123 4863K Screen Vinyl Astragal Adapter Rigid PVC 124 190128 Frame Sill Screen Add-on 6063 T6 AI 125 6FP95K Bug Flap, 85 +1- 5 dura. Vinyl 126 7SX112PSATS #8 x 1-1/2' Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheel Assembly (Standard) Nylon 128 712027SS Comer Key Wheel Assembly (HD) SS, 129 varies Screen Locking Hardware Steel 130 710X34PPSDAX #10 x 314" Ph. PH SMS @ Screen Act. SS 131 7BX12PPSMSX #8 x 1/2' Ph. PH SMS @ Door Ast. SS 132 169ON4 Screen Spfine -.146" Vinyl 133 1816C20 Screen Cloth Fiberglass PARTS LIST �m J ROSOWSKI �;f NO CHANGES THiS SHEET. 48' 04105/17 11ISGID-557031NTS J 21 OF 21 MD -5570.0 Ii WA PRODUCT REVISED as complying with tho Florida Building Cado NOA-No. 17-0420.06 Expiration DatoA4/14/2021 LYIVAV 'l? ` � �10EAfs No. 58705 _ DF /S70/vENG ///lrrrrr 00% A. LYNN MILLER. P.E. P.E.9 58705