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Home My WebLink About113 Pine Isle Dr; 18-3917; WINDOWS AND SLIDING DOOR REPLACEMENTSEP 14 2018 t Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 10,045 Job Address: 113 PINE ISLE DR SANFORD, FL 32773 Historic District: Yes NoFv—(] Parcel ID: 10-20-30-511-0000-0950 Residential Commercial Type of Work: New--] Addition[] Alteration Repair Demo Change of Use Move Description of Work: Remove and replace 8 Windows & 1 Sliding Glass Door size for size Plan Review Contact Person: BOBBY CASEY Phone:352-564-8319 Fax: Title: Email: cedarcoveinc@gmail.com Property Owner Information Name AHMAD ESMAILBEGUI AND ZULEIKA FUENTES Phone: Street: 113 PINE ISLE DR City, State Zip: SANFORD, FL 32773 Resident of property? : YES Contractor Information Name CEDAR COVE INC/BOBBY CASEY Phone: 352-564-8319 Street: 3448 N CITRUS AVE City, State Zip: CRYSTAL RIVER, FL 34428 Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: CGC1506792 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6th Edition (2017) Florida Building Code 6 Revised: January I, 2018 Permit Application \ R. f NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID gnat e of Contr /Agent ate Xntractor/ lkgent's Name ' Z re of Notary -State of Florida ate LEANNE M A H Y A'= MY COMMISSION # 209808 M EXPIR March 15, 2019 Cont n to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING:_$' l8 Revised: January 1, 2018 Permit Application Ahmad &,Zuleika Esmallbegut 118. Pine Isle'00ve Sanford, FL 407)283-7310 Payment Terms Due Upon receipt Invoice # 000346 Date 08101/2018 Description Quantity Rate Total Simonton 5500 White Vinyl Double -Hung Window 7.0 885.00 6,195,00 Upgrades: Impact Resistant Laminated. Glass, Double Pane,Double Strength Glass, Pro Solar Shade, Low-E, Argon Gas, Extruded High Performance Screen. Simonton Octagon White Vinyl Window 1.0 $950.00 $950.00 Upgrades: Impact Resistant Laminated Glass, Double Pane, Double Strength Glass, Pro Solar Shade.Low4j Argon Gas. Includes Obscured and Tempered Glass. PGTWinGuard 5570 Impact Resistant White Vinyl Sliding 1.0 $2,900.0.0 $2j9Q0.00 Glass Door Impact Resistant Laminated Glass, Argon Gas, Low-E Shade. Includes Screen. Grids 2.0 $50.00 $1 MOO Colonial Grids on (2) Windows, Subtotal $10,145.00 Total $10,145.00 Deposit Due $5O072.50 Page 1 .of 2 Terms and Conditions Scope of Work: Company will provide services as described in the attached quote. Company will provide all services, materials, labor, tools; and equipment needed for completion of services, Payment Terms: A -down payment of 50% is due upon acceptance of quote. The balance of the contract is due theday of project completion Change Order: Any deviation from the above quote involving a change in the scope of work or any additional costs will be executed only with a written change order signed and dated by both the Company and. Customer. Warranty: Company warrants all work will be performed in a good and workmanlike manner. Any warranties for parts or materials are subject.to manufacturer terms on such products. Conditions: This proposal is valid for 30 days. Company reserves the right to withdraw this proposal or:re-quote'the project if contract acceptance is beyond 30 days. By - signing this document, the customer agrees to the services and conditions outlined in this document. Bobby Casey Page 2 of 2 Ahmad & Zuleika Esmailbegui LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 08/28/2018 I hereby name and appoint: Alyssa Holsaplel an agent Of. CEDAR COVE INC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 113 PINE ISLE DR SANFORD, FL 32773 Street Address) Expiration Date for This Limited Power of Attorney: 08/28/2019 License Holder Name: BOBBY CASEY State License Number: CGC1506792 Signature of License Ho STATE OF FLORIDA COUNTY OF CITRUS The foregoing instrument was acknowledged before me this 28 day of AUGUST 200 , by BOBBY CASEY who is e personally known to me or o who has produced as identification and who did (did not) to an oath. Si ature Notary Seal) LEANNE All ASHLEY MY COMMISSION # FF209808 EXPIRES March 15 2019 NUr)39C-0'69 KhwrcbNtttn ern•ke.eon• Rev. 08.12) LEANNE M ASHLEY Print or type name Notary Public - State of FLORIDA Commission No. FF209808 My Commission Expires: 03/15/2019 8/8/2018 SCPA Parcel View: 10-20-30-511-0000-0950 Property Record CardVj— Parcel: 10-20-30-511-0000-0950 qOk Property Address: 113 FINE ISLE DR SANFORD, FL 32773 Product Approval Specification Form Permit # Project Location Address, 113 Pine Isle Dr., Sanford, FL 32773 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding PGT Industries SGD-5570 FL251.10-R30 Sectional Roll U Automatic Other 2. Windows Single Hung Simonton Reflections 5500 FL5167.1-R27 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Bobby Casey Please Print) June2014 REQUIRED INSPECTION SEQUENCE MaxL.JLYn. I ry 1 GI] p.} n p TMnL in 1Y 1tioni Degcr! LLll®llll. Footer / Setback Stemwall j Foundation / Form Board. Survey Slab /* Morio Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing , Walls - Sheathing ! Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Ins ection Final' Rnlar I Final Roof ,: Final Stucco / ,Siding Insulation Final Final Utility; Building - Final Door j Final Window. Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre - Demo Final" Demo j Final Single Family Residence :. Final. Building Other Mn Max I(nMe>tnonn IlDescri2floonn Electric, Underground Footer / Slab Steel Bond Electric RMI T. U.G. Pre - Power Final Electric Final il1M Rt S`bAL°i/FkS tN^xcawwxtas. _ 1Q ' U114. , _ ,.._ .. min Max ... M. Ypi``t' . ., ,,rA.i:, 'fe` n k: _" ' "•':J°e.*T4- a??attrq llns n ee>tuon ]IDe e>rnp n®n Plumbing Underground Plumbing Sewer . Plumbing Tub Set Plumbing Final I.. m Im lur liana IU iiuli ui ec amn c o. SlI 4rS s . 'e .1 1U MT Wi4? 9 5%a.t41 szsa"°u xs Jti • lam I. Im o<<14 Ih nlinm Gas Underground Gas Rou h REVISED: June 2014 M IAM I•DADE MIAMI-DADE COUNTY s 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) www.miamidade.goy/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 "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance member 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 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 #15-1210.01 and consists of this page 1 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 Expiration Date: April 14, 2021 f Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 11-0107.04) 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 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 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, Inc., Test Report No. FTL 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) - K. orge M. Plasencia, 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 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 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 11/19/10, signed and sealed by Jorge A. Causo, P. E. Submitted under NOA No. 11-0107.04) 8 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 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. Submitted 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. Submitted under NOA No. 15-1210.01) Jorge M. Plasencia, P.E. Prods ct Control Unit Supervisor NOA No. 17-0420.06 Expiration 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 09/30/19. 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. 15-0528.15 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 NOA No. 11-0107.04) 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 "Trosifol® 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-5t" Edition (2014) and FBC-61" 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 05/05/17, signed by lshaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.1.", approved on 03/03/16 and expiring on 04/14/21. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/ CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLE A: Group Anchor Subatnte Frame Member Mln. Edge Distance Min. Embedment A 4112, steel SMS ( G5) or 410 S.S. SMS rNn. 11 threadslin) P.T. Southern Puts SG-0.55) Haad/SIII/Jamb_ 9/16, 1.318" P4wok 9/16" 1.3/8' Aluminum, 6063•TS' 125' min. trickmas H4ad/511VJamb 3/ 8" 116" P4,..k 18" ill, Steel, AW 0. 060' min. INckness) Head(SiIVJamb 318, 0.0ST P-hook 319" 0,060, Steel Stud, A61S' 1 Dr. 33' 071' min. tNckneas IW.WS6I6hmb 3/ 8' 0.071' (14 Ga.) Phook 3/8' 0.071' 14 Ga. 1/4' Eloo Ultracon P.T. Soulhem Pine SG=0.55 Jamb 1" 1. 3l8" P-hook 1" 1.3/8" 1/4' Elco 410 S.S. C.I.R.. P.T. Southern Pine SG-0.55 FleadlSIVJamb 1' 1- 3/8' P-hook 1" 1-31W 8 12, steel acod screw (GS) P.T. Soulham Pine SG-0.55 Head/SOVJamb 9116, 1-3/8" P4wok 9116" 1- 3/8' 1/4'Eko Ultracon Concrete in. 2. 8a` ka P-hook 1" 1-18" Head/SfiVJamb 1 I'V16" 1-1W Ungrouted CMU, ASTM C.90 1" 1.1/ 4" 1" 1=114' C 1/4' Elco 410 S.S. Cmt.Flez Ungrouled CMU, ASTM C•90 1-3/4' 1-1/4' 1-3/4' 1.1/4' Concrete min. 3. 35 ka1 Hmb 1-3/ 16- 1-14" P1.k 1" 1-3/ 4' 1/4- Elco 18-8 S.S. Aggre-Gator Cancrets min. 2. 22 ksi Hmb 1-1/ 2' 1-318" 1-1/2' 1-3/8' UOgmuted CMU. ASTM C-90 Y 1-114' Y 1.1/ 4' P.T. Southern Pine SG-0.55) Head/SUVdamb i" 1.18' Phook 1" 1- 3/8- G 114" Eloo URracon Concrete nun• 2, 85 ksi Head/SIIVJamb 2- 1/2- 1-3/8' P-hook 2- 1/2' 1.318' Ungrouted CMU, ASTM CJ0 Jamb 2-1/ Y 1-1/4' P-hook 2= 1/2' 1-1/4" 1/4' Elco 410 S.S. CrmeFlax Cancrata rdn. 3. 35 ksi Haad/SIIVJamb 2- 112" 1-314" P hook 2- 1/2' 1-318' Ungrcuted CMU, ASTM G90) Jamb 2-112' 1 P4wok 2-1/ 2' 1,. IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 GENERAL NOTES ............. 1 EXAMPLE CONFIGS..........2 INSTALL DETAILS... ........... 3- 6 DP/ANCHOR TABLES 7-8 EXAMPLE ............................9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... 11- 16 PANEL TYPES ................... 17 EXTRUSIONS .....................18 ACCESSORIES .................. 19 SCREEN DETAILS.............20 PARTS LIST........................21 e MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES] STANDARDS USED: SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. e2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE, ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING-S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. . 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. e2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION eASTM E1300-09 e ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM-2015 AISI 5100-12 eAISC 360-10 RT. COPYRICHT02017 PGTIM) USTFES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 941)-480-1600 Material Min. F7 Min. F. Steel Screw 92 ksi 120 ks) 410 Screw 90 ksi 110 ksi Elco Aggre-GatorV 57 ksi 96 ksl Elco Ultr.Can0 155 ksi 177 ksl 410 SS Elco CreteFlexOD 127.4 ksi 189.7 ksl 6063-T5 Aluminum 16 ksl 22 ksl A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksf VINYL SLIDING GLASS DOOR NOA (LM) IAI 10/05/1: GENERAL NOTES ttl J ROSOWSKI UPDATED TO FBC 2.017, VINYL MFG. J&M 04/05/17 ea 3GD-5570 NTS Ill 1 OF21 19MD-5570.0 1#11 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420. 06 Expiration Date04/14/2021 VCENgF' N0. 58705 ' 4 ON TONAL 1EN.. A. LYNN MILLER, P. E. MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT C7 HEIGHT PER TABLES 1 & 2 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 v —1 I I MAX. UNIT HEIGHT g PER TABLES I & 2 PocKEr I 1-PANEL (— CONFIGURATIONS 2-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PAN PER TABLES 1 & 2 I MAX. UNIT I HEIGHT PER TABLES 1 & 2 POCJ T I °j PER TAE j MA} 9 I HE I TABLI POClfET I ' J J 3-PANEL CONFIGURATIONS L WIDTH LES 1 & 2 MAX. VNII WIUIti --j UNIT a R S1&2 L 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 4 PER TABLES 1 & 2 PER TABLES 1 & 2 MAX. UNITsee5 M HEIGHTE i I MAX. UNIT HEIGHT a 9 to I HEIGHT PER / 8 NOTE PER TABLES I&2 3 li PER TABLES I&2L11 I TABLES 1 &2 1 0 IN J IN J 5-PANEL CONFIGURATIONS 4 6-PANEL CONFIGURATIONS CORNO51DECORNERSHOWµINSIDE ER SIMILARUfCORNER, DE GO NOM. PANEL WIDTH PER TABL7TES 1& 2 UNIT IIGHT 1 a BLES 7 & 2 MAX HE PER TA MAX. UNIT WIDTH 7- PANEL CONFIGURATIONS 3 6 I Is I POCKET I J PRODUCT REVISED MAX. UNIT WIDTH as complying with the Florida Building Code NOM. PANEL WIDTH NOA-No. 17-0420.06 PER TABLES 1 & 2 Expiration Date 04/14/2021 MAX. UNIT HEIGHT PER TABLES 1 & 2 i ISSUE v v v"Is CONFIGURATIONS NOTES: X" =OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O" = 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 Ry. REVIEWEDBYTHEAUTHORITYHAVINGJURISDICTION. F— DETAIL LETTER CO RIGHTC 201T PGT INOU9TRIE5.1 ALL RIGHTS RESERVE° 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. 1070 TECHNOLOGY DR N. VENICE, FL 34275 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' '—SHEET NUMBER (941 }480-1600 CERT. OF AUTH. N29296 By I I Miami -.-de to uct Control e I Ig PocKEr I J 8- PANEL CONFIGURATIONS DLO WIDTH = NOM. PANEL WIDTH-8-9/16" \ \ pNY LVNI"'/ NOM. PANEL WIDTH = PANEL WIDTH + 1-3/16" . • L ••. DLO HEIGHT =DOOR HEIGHT - 11-1/16" Q LICENSE PANEL HEIGHT = DOOR HEIGHT - 2-1/2" * :: No.. 58705 VINYL SLIDING GLASS. DOOR NOA (LM) S 10/05/15 _ -0 / EXAMPLE CONFIGURATIONS J ROSOWSKI T'. s`nE 4 NO CHANGES THIS SHEET, $$ 04/05/17 "' s70M L ENG`. g Qq p /IIIII III\1\ SGD- 5570 NTS q 20F21 b MD-5570.0 A A.LpNp E P.E. RCONFIGURATIONS NOTES: X" =OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O" = INOPERABLE PANEL LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN "P" = POCKET POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135' CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND Ry. REVIEWEDBYTHEAUTHORITYHAVINGJURISDICTION. F— DETAIL LETTER CO RIGHTC 201T PGT INOU9TRIE5.1 ALL RIGHTS RESERVE° 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. 1070 TECHNOLOGY DR N. VENICE, FL 34275 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' '—SHEET NUMBER (941 }480-1600 CERT. OF AUTH. N29296 By I I Miami -.-de to uct Control e I Ig PocKEr I J 8- PANEL CONFIGURATIONS DLO WIDTH = NOM. PANEL WIDTH-8-9/16" \ \ pNY LVNI"'/ NOM. PANEL WIDTH = PANEL WIDTH + 1-3/16" . • L ••. DLO HEIGHT =DOOR HEIGHT - 11-1/16" Q LICENSE PANEL HEIGHT = DOOR HEIGHT - 2-1/2" * :: No.. 58705 VINYL SLIDING GLASS. DOOR NOA (LM) S 10/05/15 _ -0 / EXAMPLE CONFIGURATIONS J ROSOWSKI T'. s`nE 4 NO CHANGES THIS SHEET, $$ 04/05/17 "' s70M L ENG`. g Qq p /IIIII III\1\ SGD- 5570 NTS q 20F21 b MD-5570.0 A A.LpNp E P.E. RBy I I Miami -.-de to uct Control e I Ig PocKEr I J 8- PANEL CONFIGURATIONS DLO WIDTH = NOM. PANEL WIDTH-8-9/16" \ \ pNY LVNI"'/ NOM. PANEL WIDTH = PANEL WIDTH + 1-3/16" . • L ••. DLO HEIGHT =DOOR HEIGHT - 11-1/16" Q LICENSE PANEL HEIGHT = DOOR HEIGHT - 2-1/2" * :: No.. 58705 VINYL SLIDING GLASS. DOOR NOA (LM) S 10/05/15 _ -0 / EXAMPLE CONFIGURATIONS J ROSOWSKI T'. s`nE 4 NO CHANGES THIS SHEET, $$ 04/05/17 "' s70M L ENG`. g Qq p /IIIII III\1\ SGD- 5570 NTS q 20F21 b MD-5570.0 A A.LpNp E P.E. R DETAIL All DETAIL B1 THRU 1X WOOD I ASTRAGAL aVTO MASONRY FACING EXT. CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. TYP. ANCHOR TYPE, •: I MAxza" D.C. EMBEDMENTAND EDGE DISTANCE PERSUBSTRATE,SEETABLEA, SHEET 1 & 94 DAYLIGHT10 INTERIORNOTE3, BELOW OPENING j — WIDTH EMBEDMENT EDGE DISTANCE F1XOROODSEE ANCHOR NOTE 3, SHEET 1 PLATE AT ) EVERY ANCHOR LOCATION i DETAIL A2 2X WOOD BUCKSTRIP OR INTO 2X WOOD FRAMING, SEE ANCHOR 19 NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLE A, SHEET 1 & 1 NOTE 3, BELOW L EDGE DISTAN( FRAME WIDTH REQUIRED IF DOOR HEIGHT IS OVER 96' DETAIL C1 INTERLOCK DETAIL D1 INTO METAL 4) THRU KEEPER MAX 98 L6082 ) T O.C., SEE SHEET 1925O26 25 O EXTERIOR SEE NOTE 6, z7 za 1/4" MAX.SEE NOTE 6, 7, I THIS SHEET THIS SHEET SEE NOTE 8, 3z THIS SHEET EMBEDMENT — SEE NOTE 6, THIS SHEET za _ _ _ _ _ #8 X 3/4" SMS REINFORCEMENT SCREW; 7L_ 63 PER STILE, LOCATED AT CENTERLINE AND 6", HORIZONTAL SECTION (XXX SHOWN) _ 9" & 12" FROM ENDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 , ` DETAIL B2 INTO MASONRY INTERLOCK ASTRAGAL FACNG INT. REQUIRED IF DOOR EMBEDMENT — r 1 21 EIGHT IS OVER 96' ' iDAYLIGHT 91 1/4" MAX. 7 IN 4oRjOPENING ( z2 (L EDGEWIDTH 1 0 DISTANCE p SEE NOTE 6, THIS SHEET T 28 O 27 &0 25 93 z3 a TYP. ANCHOR TYPE, EMBEDMENT AND 3-1 q e P EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 d d 1 & NOTE 3, BELOW ERTHRUKEEPMAX I EXTERIOR lip}11RR O. C., SEE SHEET 1 a PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE INSTALLED IN HORIZONTAL SECTION (XO SHOWN) FIXED PANEL AREQUIREMENT INTERIOR OR EITHER ANEL CLIP & NOTES ANCHORS, SEE EXTERIOR DIRECTION. 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6, THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. 2) REFER TO ANCHOR NOTES, SHEET 1. FOR ALL ILE 3) SEE SHEET 13 FOR ANCHOR LOCATION &SPACING, FOR ASTRAGALS,GALS, FIXED25 26 ANCHOR QUANTITIES, SEE TABLES 1 & 2. STILES AND 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL HORIZONTAL RAILS \\\ FRAME ANCHOR LOCATIONS. RAT 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOR COPYRICH ozo1T PcrinousmaEs. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTERLOCKSj 27 2e ALL RIGHTS RESERVED REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY f` 1070 TECHNOLOGY DR 34275 THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N. VENICE, F1 00 7) SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD ( g T. F AUTH. 600 CERT. OF AUTH. 029296 I--"-- 1/ 4' MAX. EMBEDMENT VINYL SLIDING GLASS DOOR NOA (LM) 0 10/06/15 INSTALLATION, HORIZONTAL X-SECT. eA'I J ROSOWSKI IzI NO CHANGES THIS SHEET. 1cM104105/17 1 NTS I I<I 3 OF 21 MD-5570.0 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 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 the Florida Building Code NOA-No. 17- 0420.06 Expiration Date 04/14/2021 ANY .... /V "' No. 58705 STATE : TOF 70NAL I00" A. LYNNMILLER P.E. P.E.M 56705 DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT INTO MASONRY AND EDGE DISTANCE PER 1X BUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET 1 &NOTE 3, THIS SHEET CONCRETE/CMU EDGE PER ANCHOR DISTANCE REQUIREMENT EMBED- MENT DETAIL E2 INTO WOOD 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE 1 & NOTE 3, THIS SHEET 1 DISTANCE r—I 1/4" MAX. J 1/4' MAX. 0 1X OR 2X WOOD 1 Q BUCKSTRIP, SEE 6 / 50 ANCHOR NOTE 3, 63 7 SHEET 1 33 80 a / FOR I D LOCKZLES, J ASTRAGALS. GJ / FUCED STILES AND HORIZONTAL ANCHOR PLATE AT RAILS EVERY ANCHOR LOCATION DAYLIGHT zs OPENING FRAME SEE HEIGHT HEIGHT NOTE 6, THIS SHEET EXT11 26 G az EXTERIOR OI OR 62 a - OR 33 1/4" MAX. GROUTAS 1 NEEDED, SEE 13 ANCHOR NOTE 2 5, SHEET 1 6 z O 4 1 /4" MAX. 1 dad] 1 1EMBEDMENT T1/4" MAX. DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE r DISTANCE I EMBEDMENT 1/4" MAX. DETAIL E4 INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT 1 /4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND / TYP. ANCHOR TYPE, EMBEDMENT AND L EDGE DISTANCE PER SUBSTRATE, SEE L EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, 8 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. EMBED- i . I EMBEDMENT EDGE MENT j DISTANCE EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EDGE DISTANCE FRAMING, SEE ANCHOR7" O"N".'R, CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER ANCHOR DETAIL F1 SEE TABLE A, DETAIL F2 REQUIREMENT INTOMASONRY SHEET 1 & NOTE 3, NTow000 THIS SHEET VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7 & 8, 390-- IF_ I-»—'390 1OWN42BR 42 1.793 43-45 ALSOAPPLY .823 ® I 2.887 1.917 060 2-1/2" = TOTAL_ SILL HEIGHT SILL RISER et (2-1/2"TOTAL SILL RISER O(3-1/2"TOTAL SILL HEIGHT) SILL HEIGHT) TYP. ANCHOR TYPE, j y- EMBEDMENT AND EDGE DISTANCE COPYRIGHT02017 PDT INDUSTRIES, PER SUBSTRATE, ALL RIGHTS RESERVED 1070 TECHNOLOGY DRSEETABLEA, SHEET 1 & NOTE 3, N. VENICE, FL 34275 THIS SHEET 941)-480-1600 CERT. OF AUTR #2M DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT - 11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" 390 77+1 F— 390 —1 I-— } I— f 2.947 2.370 3.464 4.041 060 O60j SILL RISER SILL RISER as (4-1/16" TOTAL d5 (4-518" TOTAL SILL HEIGHT) SILL HEIGHT) VINYL SLIDING GLASS DOOR NOA (LM) 10/05/1: INSTALLATION, VERTICAL X-SECT. E-- J ROSOWSKI 1 1 NO CHANGES THIS SHEET. JaM 104/06/17 1 SGD-55701AI NTS la-1 4 OF 21 MD-5570.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 pNY.LYN l9i No. 58705 O STATE OF (V ` i CAS •'•:,ORIDP,. ••G; . ONALSIEN `` A LYNN MILLER• P.E. P.E.1k 58705 ilU a E;=' EXTIE RIOR v 135" DETAIL G1+,F 135' \QP INSIDE CORNER 1 18.5' O.C. 8 4) THRU KEEPER Q MAX 3.5' O.C.• SEE SHEET 19 1 iri•;rr'fI s Rilill s E Vi/Gll_t 79 135' OUTSIOE CORNER z Pao—' C7 4) THRU KEEPER @ MAX 3.6- O.C., SEE SHEET 19 EXT ORHUTF F7- EXTERIOR v PRODUCT REVISED as complying with the Florida Building Cod. NOA-No. 17-0420.06 Expiration Date 04/14/2021 NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. po LYvv VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 NO. 5e7o5 = CORNER ASTRAGAL HORIZ. X-SECT. j% J ROSOWSKI COPYRIGHTOY097 PGTINWSTRIES,INC. 4 NO CHANGES THIS SHEET. 04/05l17 0T.. S, E P C ••.:<ORIDP.. •'• \ ALL RIGHTS RESERVED........ 1070 TECHNOLOGY DR ss i'ONAL N. VENICE, FL 34275 IE 941)-480-1600 CERT. OF Al SGD-5570 11 NTS 5 OF 21 b do2 MD-5570.0 3d A A. LYNN MILLER, RE p,E.' 58705 DETAIL 11 DETAIL 12 OPTIONAL NOW INTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR x Q INTERIOR POCKET INTERIOR 91 21 zz TYP. ANCHOR TYPE, EMBEDMENT JAMB 1 33 28 Re AND EDGE DISTANCE PER SEE FIG 1, SUBSTRATE, SEE TABLE A, INTERIOR POCKETS MUST THIS SHEET o SHEET 1 & NOTE 3, BELOW INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE 10 POSSIBILITY OF WATER rj 21 d INFILTRATION. 1/4"MAX. 18 17 OPT. POCKET BY OTHERS, SEE NOTE 6 BELOW. ;EMBED MEHT• . OPT. ANCHOR TYP. ANCHOR TYPE, EMBEDMENT EXTERIOR AND EDGE DISTANCE PER ID DISTANCE PPERER ANCHOR SUBSTRATE, SEE TABLE A, SHEET 1 DISTANCE REQUIREMENT 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 EXTEER V EXTERIOR POCKET EMBEDMENT EXTERIOR ri 1A" MAX. V SEE FIG 7, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 NOTE 3, BELOW VCHOR 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. EMBEDMENTI jT +- E 1/4" MAX. SEE FIG THIS SHEI COPYRIGHT 02017 PGT INDUSTRIES, ALL RIGHTS RESERVED N. VENICE, FL 34275 941)-480-1600 EDGE F DISTANCE.. 1 EXTERIOR POCKET EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT OPT. ANCHOR FOR DOOR HEIGHTS 96" AND LESS: 31 q FOR DOOR HEIGHTS OVER 96" 10 97 21.9" q MAX. O.C. 30 d 22 91 21 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 IT. ANCHOR a MI DETAIL 14 INTO WOOD a 28 27 EXTEE.IOR V EXTERIOR POCKET 1 A VINYL SLIDING GLASS DOOR NOA (LM) 10/05/1E 8 P-HOOK EXAMPLES, HORIZ. X-SECT. 1m J ROSOWSKI ki NO CHANGES THIS SHEET. 1pA104/05/17 NTS 1411 6 OF 21 1991 MD-5570.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date04/14/2021 By. 1125. 0 LYN/V% O'IGENSF !1/ No.58705 0 '•, tV` O, SS O Nc, i/ NALIE A. LYNN MILLER, P.E. P.E.H 58705 Design Pressure (DP) and Anchor Quantities Required, for all approved configurations on Sheet 2) Use this table for: Glass Types 1, 1A. 3 or 3A Astragal Reinforcement #29 Lockstlle Reinforcement #25 or #26 Std. Interlock Reinforcement #27 Door Unit Height 80" 84" 96" 68-15116" DI-D Height 72-15116" DLO Height 84-15116' DLO Height Anchor Group Anchor Group Anchor Group A B I C D A B C D A B I C D Design Pressure 60/-60psf 60/-60psf 60/-60psf 19-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P-hook 7 7 T 7 7 7 7 7 8 8 8 8 Design Pressure 60 / -60 psf 60 / -60 psf 4.60 / -60 psf 25-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 30" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 t6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure 60 /-60 psf 60 / -60 psf 60 / -60 psf 31-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3t1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 a 36" DLO Width Jamb 5 5 5 5 5 5 5 5 5 51 51 5 P-hook 7 1 7 1 7 7 7 7 7 1 7 8 8 8 8 o Z Design Pressure 60/-60psf 60/-60psf 50/-6OPSI` 37-1/8" HeatllSill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+ 1Rig 1 C3+1 42" DLO Width Jamb 5 5 5 5 5 5 5 55 P-hook 7 7 7 7 7 7 7 78 Design Pressure 60/-60ps1 60/-60psf sf 43-1/8 HeadlSln C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+11 C3+1 4B" DLO Width Jamb 5 5 5 5 5 5 5 55 P-hook 7 7 7 7 7 7 7 78 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSERVALUES OF FITHERTABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4.TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Z THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B1, THIS SHEET. f # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TABLE 131: Water -Limited Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11116' See Note 2 42 2-112' 38.7 psf 43 3-1/2' 60.0 psf 44 4.1/16' 60.0 psf 45 T5 8" 60.0 psf j:V- COPYRIGHT02017 PGT INOVSTRES, ALL RIGHTS RESERVE] 1070 TECHNOLOGY DR N. VENICE, FL 34275 941)-480-1600 FIG 1: DOORASSEMBLIES INSTALLED WHERE THE w OVERHANG(OH)LENGTHIS EQUAL TO OR GREATER THAN p THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) 11I 10/05/15 DP & ANCHOR QUANTITY TABLE j J ROSOWSKI NO CHANGES THIS SHEET.$ 04/05/17 n . 0SGD-5570 1 NTS111 7 OF 21 1111 MD-5570.0 4 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04114/2021 tj NY LYNN'rA, t1.' • LIGEN .. No. 55705 CC st 0NA1- t'E "' A. LYNN MILLER, P. P. E.# 58705 Design Pressure (DP) and Anchor Quantities Required, tor all approved configurations on Sheet 2) Use this table for. Door Unit Height 80" 84" W. 108" 120" Glass Types 2 or 4 68-15/16" DLO Height 72-15/16" DLO Height 84-15/16" DLO Height 96-15/16" DLO Height 108-15/16" DLO HeightAstragalReinforcement #29 Anchor Group Anchor Group Anchor Group Anchor Group Anchor GroupLockstileReinforcement #25 A I B IC D A I B I C ID A 1 B 1 C I D A B C D A B IC DHDInterlockReinforcement #28 Design Pressure 100 /.100 psf 100 / -100 psf 100 / -100 psf 60 / -65 psf 60 / -65 psf 19-118" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1 C3+1 C5+1 I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure 100/-100psf 100/-100psf 000/400psf 60/-65psf 60/-65psf 25-1/8" HeadlSill C5+1 C3+1 C3+1 C3+1 C5+1 I C3+1 C3+1 I C3+1 C5+1 I C3+1 C5+1 C3+1 C3+1 C3+1 C3+1- C3+1 C5+1 C3+1 C3+1 C3+1 30" DLO Width Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 P•hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Des iHgn Pressure 100/400psf 100/-100psf 100/400ps( 60/-65psf 60/-65psf 31-1/8° ead/SIII C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 I C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 05+1 C3+1 36" DLO Width Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 tS P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 2 Design Pressure 100 / -100 psf 100 / -100 psf 100 / -100 psf 60 /-65 psf 60 /-65 psf c 37-1/8" Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 I C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 I C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 I C5+1 C3+1 a 42" DLO Width Jamb 5 5 7 5 5 1 5 7 5 5 1 5 8 5 6 6 1 6 6 6 6 7 6 P-hook 7 7 7 7 7 1 7 7 7 8 8 8 e 9 9 1 9 9 10 10 10 10 zDesign Pressure 100/-f00psf 100/-100psf 921-92psf• 60/-65psf 60/-65psf 43-1/8" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48"DLO Width Jamb5 5 7 5 5 5 8 5 5 5 9 5 C5+2 6 7 1 6 6 6 8 6 P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 10 10 10 10 Design Pressure 80 / -80 psf 80 / -80 psf 80 / -80 psf 60 / 65 psf 54.1 / -558.7 psf 49-1/8" Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C==-; C5+2 C5+2 C5+2 C5+2 54" DLO Width Jamb 5 5 6 5 5 5 7 5 5 6 6 8 6 P-hook 7 7 7 7 7 7 7 7 8 10 10 10 10 Design Pressure 80 / -80 psf 801-80 psf 80 / -80 psf 59.1 / -64 psf 49. 6 / -53. 7 psf 55.1/8, Head/Sili C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 60" DLO Width Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 100.0 PSF FOR ANCHOR (3KUUF'S B, G 5 U. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. COPYRiORTozo 7 PoriNous wEs, 3) SEE SILL RISER TYPES ON SHEET 4. Au warrtsRESERVEo 1070 TECHNOLOGY DR4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. N. VENICE, FL 342755) REFER TO ANCHOR NOTES, SHEET 1. 941)-480-1600 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING CERT. OF AVTK RN296 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS f CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOOR ASSEMBLIES D INSTALLED WHERE THE w OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN D THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE BT Water -Limited Design Pressure SIII Riser Nom. SIII Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2.1/2" 38.7psi 43 3-1/2' 60.0 psf 44 4-1116' 80.0 psf 45 1 4-518" 1 +100.0 psf DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" ICI VINYL SLIDING GLASS DOOR NOA (LM)) g JAI 10,05/151DP & ANCHOR QUANTITY TABLE E2 J ROSOWSKI NO CHANGES THIS SHEET. w'8 04/05/17 g3 AA iGD-5570 .4 NTS If 8 OF 21 U MD-5570.0 Ik A PRODUCT REVISED as comp) ngg with the Florida Building a NOA-No. 17-0420.06 Expiration Date04/14/2021 ONL No.58705 ' NAL t%\\\ ` A. LYNN MILLER, P.E. P.EA 58705 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: +48.2/-58.6 PSF OPT. ANCHC TO AID ALIGNMEI EXT C POCKETSY OTHERS, SEE NOTE 6, SHEET 6 EXTERIOR POCKET BY OTHERS;SEE NOTE 6, SHEET6 FRAME JAMB REQUIRED 0 INTERIOR POCKETS SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. 4 HEAD SPLICE INTERIOR 6" CENTERLIN MAX. OF PANEL 1 T"+ 2^ ANCHORAGE, SHEET 12 "C3" CLUSTER, SHEET 12 SEE POCKET JAMB INSTALLATION ON SHEET 6 SILL SPLICE INTERIOR 6" CENTERLINE MAX. I OF PANEL 1 CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. CENTERLINE CENTERLINE OF PANEL 2 y _ OF PANEL 3 2" 25-3/8" MAX. I g^ I ANCHORAGE, SHEET12 2" ANCHORAGE, --1 MAX. C3" CLUSTER. HE S-_.'E EXTERIOR SHEET 12 END ANCHORAGE MIN. I ANCHOR) HEAD ANCHORAGE DETAILS PXXX ( 3-TRACK) ENTERLINE OF INTERLOCK CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK ANCHOR INFORMATION. rcCENTERLINEOF PANEL CENTERLINE OF PA14EL3 I 11 i t 11 -=)^+ 2' ANCHORAGE, 4 25-N9" MAX. 2" ANCHORAGE, 2" ANCHORAGE, SHEET 11 g• MAX. SHEETII CS -CLUSTER, SHEET II C3" CLUSTER, END ANCHORAGE EXTERIOR 12' MAX. 21.V' FRAME JAMB SHEET 11 SEE POCKET JAMB SHEET 11 MIN. 1 ANCHOR) MAX. REQUIRED(a3 INSTALLATIONON SILL ANCHORAGE DETAILS O. C. INTERIOR POCKETS SHEET PXXX j3_TRACK PRODUCT REVISED 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code 17-0420.06 48. 21-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE END PANEL ANCHOR EXCEPTION: NOA- No. DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date04/14/2021 PRESSURE REQUIREMENTS. TO BE 25-318" O.C. OR LESS BY FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 Miami - Da roduct Control ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: CENTERLINE OF END PANEL s' MAx. HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT s" MAX. THE INTERLOCK/ASTRAGAL. FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE OPT. ANCHOR HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE TO AID IN ALIGNMENT MIDSPAN OF EACH PANEL. C3" O. C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25- 3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS P- HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11 FOR THE CLUSTER ANCHORS AT FIGURE ABOVE: YILYN pN ,. /V ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL, SILL ( INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE PER THE 1GENSF DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 No. 58705 * _ FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT P- HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. STRAIGHT DOOR EXAMPLE , J ROSOWSKI 0 DRAWINGS. O .. A of f LOCATIONSOFCROSS-SECTION B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN COPYRIGHT 0201T PGT INWSTR ES, INC. C NO CHANGES THIS SHEET. 04/05/17 FLORIOP'. SS/ ' C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: ALL RIGHTSRESERVEo 1070 TECHNOLOGY DR G D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 N. VENICE, FL 34275 I NAL 1` E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEET 3 941)-480-1800 ffi SGD-5570 1 NTS 9 OF 21 0$ MD-5570.0 9 } A A. LYP E# I58705 ER,P.E. F) SHEET 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET 6 CERT. OF AUTH. N29298 7/16" NOM. 3/16" HS GLAS 0901, PVI 3/16" ANN GLASS G] EXTERIOR — PRODUCT IS "EXTERIOR - GLAZED" IF #80.81 IS TOWARDS THE EXTERIOR. a INTERIOR PRODUCT IS "INTERIOR - GLAZED" IF #80-81 IS TOWARDS THE INTERIOR. SEE NOTE 2, THIS SHEET 7/16" NOM. 3/16" HS GLASS 090" PVB PAINTED/ 3116" HS GLASS - LAMINATED SURFACE 80 O 81 a EXTERIOR — 1 NOM. PRODUCT IS -EXTERIOR- GLAZED" IF #SO-81 IS7/8" GLASS TOWARDS THE EXTERIOR. I SITE INTERIOR ODUCTER 79 GRLAZED° IF 118081 SIOR- TOWARDS THE INTERIOR. 85 SEE NOTE 2, THIS SHEET GLASS TYPE 1 SILICONE STRUCTURAL STRUCTURAL SILICONE POLYISOBUTYLENE 1/ 4" NOM, FOAM WITH WITH DESICCANT \ DESICCANT EXT. GLASS EXT. GLASS Y INT. GLASS 78 KODISPACE 76 SUPER GLAZED IF TOWARDS THE HEEEISXTERIOR 04SG TPS SPACER®NXT"'I I ALUMINUM REINFORCEMENT POLYISO- BUTYLENE- 5/16" NOM. SEAL BUTYL & ROLL -FORMED DESICCANT FOAM STAINLESSSTEEL EXT. GLASS FACT, GLASS INT. GLASS F 7116" NOM. 3/16" HS GLAS, 090, Sc PAINTED/ 3116" HS GLASS LAMINATED SURFACE OoR e1 a EXTERIOR PRODUCT IS "EXTERIOR- 1 7/8" NOM. GLAZED" IF #80-61 IS i GLASS TOWARDS THEEXTERIOR. BITE I a INTERIOR PRODUCT IS "INTERIOR- 79 GLAZED" IF # 80.81 IS TOWARDS THE INTERIOR. 85 SEE NOTE 2, THIS SHEET 77 DURASEA0 SPACER GLASS TYPE 1A HOT -MELT BUTYL 1-1/16" NOM. 3h6" HS GLASS 3/16" NOW 090"PVB 3/ 16" HS GLASS 7/16" AIR SPACE 3/16" T GLASS 62 OR 83 INT. GLASS a EXTERIOR PRODUCT IS "EXTERIOR 1' a INTERIOR PRODUCT IS "INTERIOR - DESICCANT FILL AREA GLAZED" IF #82"83 IS TOWARDS THE INTERIOR. 5/16" NOM. SILICONE SEAL SEE NOTE 2, i TWS SHEET XL EDGE TM 78 conrr_ D 3/16" HS GLASS 1-1/16" NOM- 090" PVB 3116" ANN GLASS 75 76 7/16" AIR SPACE — 77 78 GLASS PAINTED/ PA LAMINATED LAMINATED SURFACE g2 R 83 LAMINATED 16 SURFACE a EXTERIOR O1 7/8' NOR PRODUCT IS "EXTERIOR- I GLAZED" IF 982- 63 IS I 7/8" NOM. D GLASS TOWARDSTHEEXTERIOR. GLASS SITE BITE yD INTERIOR PRODUCT IS'INTERIOR- 79 GLAZED"IF# 82-83 IS 79 TOWARDS THE INTERIOR. 85 86 SEE NOTE 2, THIS SHEET 3/ 16" HS GLASS- 090" SG- 75 76 3116" HS GLASS - 77 7a 7/ 16" AIR SPACE — 3/16" T GLASS — PAINTED/ LAMINATED 82 OR SURFACE E%TEPoOR PRODUCT IS'EXTERIOR- D 7GLASS I TOWARDS THEEX ERIOR. SITE I a INTERIOR PRODUCT IS "INTERIOR- 79 GLAZED" IF # 82-831S TOWARDS THE INTERIOR 96 SEE NOTE 2, THIS SHEET GLASS TYPE 3A NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER RIF GLASS INTERIOR OREXTERIORGLAZED, PROVIDED THAT THE " HS'SURFACE COPYRIGHT02017PGTINpVSTRES, OF A LAMINATED GLAZING UNIT IS ALL RIGHTS RESERVED ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR N. VENICE, FL 34275 941)-480-1600 CERT. OF ALRH. # 29296 GLASS TYPE 3 ANN" = ANNEALED HS" = HEAT STRENGTHENED T" = TEMPERED 1- 1/16" NOM. PVB" = .090" TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. SG" = .090" SENTRYGLASO INTERLAYER 75 76 BY KURARAY AMERICA, INC. 77 78 PRODUCT REVISED as comp)yin9 with the Florida PAINTED/ 8ulidln9 Code LAMINATED NOA-No. 17-0420.06 SURFACE Expimtlon Date04/ 14/2021 8Y O I 7/ 8" NOM. mlaml- ad to uct Control GLASS BITE 79 GLASS TYPE 4 VINYL SLIDING GLASS DOOR NOA (LM) GLAZING DETAILS NO CHANGES THIS SHEET. ltttlt l lit// 7{ NY N LYM No. 58706J ROSOWSKI- 0 0%. .Ft OF ,•t j. S10NAL I 1 C``• A LYNNMILLER PENITS 11110 OF 21 c i MD-5570.0 z' A P.ES 56705 SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCKCENTERLINE 4" EXTERIOR 2-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCKCENTERLINE 4 EXTERIOR 3.22" ul 3-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" 0 EXTERIOR 4-TRACK CLUSTER CX ANCHOR LOCATIONS ASTRAGAL OR INTERLOCKCENTERLINE 4" d EXTERIOR 2-TRACK CLUSTER"C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCKCENTERLINE 4" EXTERIOR 3.22" ID 3-TRACK CLUSTER"CS ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 15 4-TRACK CLUSTER C5' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRO-TR 2.3ACK 2,375"NCKEI5DISTANC FOR ALL SILLS: FIG - ES PERTAIN TO THE FOLLOWING SQL CLUSTER ANCHOR LOCATIONS: HeadlSill 1 C3 1 Jamb 11 5 P- hook 7 SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE I EXTERIOR 2- TRACK INTERMEDIATE 1" ANCHOR LOCATION PANEL CENTERLINE EXTERIOR v 3-TRACK INTERMEDIATE 1" ANCHOR LOCATION PANEL_ CENTERLINE 1 EXT I' E RyIOR 4- TRACK INTERMEDIATE 1" ANCHOR LOCATION Ry. COPYRIGHTOM17 PGTINDUSTRIES, N. VENICE, FL 34275 941} 480-1600 PANEL CENTERLINE 4" EXTERIOR IG 2-TRACK INTERMEDIATE 2' ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR 3.22" 3- TRACK INTERMEDIATE 2" ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR 4- TRACK INTERMEDIATE 2* ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOWING BILL INTERMEDIATE ANCHOR LOCATIONS: Head/ Sill +1 Jamb 1 5 P- hook 7 PANEL_ CENTERLINE 4" EXTERIOR 2- TRACK INTERMEDIATE 3' ANCHOR LOCATIONS PANEL CENTERLNE 4" o EXTERIOR 3.22" J 3-TRACK INTERMEDIATE 3" ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR 4- TRACK INTERMEDIATE 3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2. 315" FOR ALL SILLS: VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 ANCHOR LOCATIONS A 141J ROSOWSKI NO CHANGES THIS SHEET: SGD-5570111 NTS f 11 OF 21 IR41MD-55 0 0 PRODUCT REVISED as ...Plying with the Florida Building Code Now -No- 17-0420.06 Expiration Date 04/14/2021 III a uIIHTi7 No.58705 4 SATE OF ( V 1ONAL ECG I111ll'O " A. LYNN MR.LER, P.E. P.E1f 58705 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK 4" CENTERLINE EXTERIOR 3.22" 2-TRACK CLUSTER"C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCKCENTERLINE 4" EXTERIOR 3.22" 3-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE EXTERIOR 15 4-TRACK CLUSTER C3"ANCHOR LOCATIONS ASTRAGALORINTERLOCK 4" CENTERLINE EXTERIOR 3.22' ID 2-TRACK CLUSTER"C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCKCENTERLINE 4„ EXTERIOR 3.22' ID 3-TRACK CLUSTER'CS" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK - CENTERLINE EXTERIOR 4-TRACK CLUSTER C5"ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE'S 2.375 2.375" FOR ALL HEADS: FIGURES PERTAIN TO THE FOLLONING HEM CLUSTER ANCHOR LOCATIONS: HeadlSill 01 Jamb 5 P- hook 7 HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR v 2-TRACK INTERMEDIATE 1- ANCHOR LOCATION PANEL CENTERLINE ~ I EXTERIOR L XTRACK INTERMEDIATE v 1' ANCHOR LOCATION PANELCENTERLINE EXTERIOR 4- TRACK INTERMEDIATE i' ANCHOR LOCATION PANEL CENTERLINE 4" EXTERIOR 2- TRACK INTERMEDIATE 2' ANCHOR LOCATIONS PANEL CENTERLINE 4. 75" EXTERIOR J- L 3-TRACK INTERMEDIATE 2' ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR 4- TRACK INTERMEDIATE '+2- ANCHOR LOCATIONS Head/ Sill C +1 Jamb 5 P- hook 1 7 PANEL 4„ CENTERLINEF= EXTERIOR 1/ TRACK INTERMEDIATE 3" ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR _..' I 3.22,, R. 3-TRACK INTERMEDIATE J 3' ANCHOR LOCATIONS CENTERLINE TERIOR — 3.22" 4- TRACK INTERMEDIATE'+3" ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.376" t2.3175" FOR ALL HEADS: VINYL SLIDING GLASS DOOR NOA (LM) 11 10/05/1! ANCHOR LOCATIONS B && J ROSOWSKI 17 PCTINDMTRIES.INO. a NO CHANGES THIS SHEET. .'8 04/05/17 1070 TECHNOLOGY DR § 81 N. VENICE, FL 34275 941)- 480-1600 SGD-5570I f NTS I 120F21 X$ MD-5570.0 PRODUCT REVISED as compTng with the Florida Boding ode NOA- No. 17-0420.06 Expiration Date04/14/2021 ANY LYNN iT yt No. 58705 ST VO7 , , F4ORIDI'.••' G\C\ 1ONAL 10,0"• A. LYNN MILLER. P.E. P. E.N 58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): FIGURES PERTAINTGTHEFGLLOWINGJAMBANCHOR.00APONS: 2.375" 4.75" 7.125" MAX. 21.6" 21.6" 21.6" HeadlSill C3+1 Jamb 5 MAX. MAX. MAX. P hook 7 EXTERIOR EXTERIOR - EXTERIORO.C. O.C. OPT. ANCHOR TO AID IN NOTES: ALIGNMENT 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6" 6" 6' (SIMILAR TO THE 2-TRACK JAMB) AS MAX. MAX. MAX. X. REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD 2-TRACK FRAME 3-TRACK FRAME 4-TRACK FRAME JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. OPT, ANCHC TO AID AI 1('NNIFt NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTFFY OF ANCHORS REQUIRED IN THE P-HOOK. Y O a o Head/SIII C3+1 Jamb 5 P-hook 1 7 JAMB JAMB JAMB 3) WEEP NOTCHES WfiPER4) WEEP NOTCHES (5) WEEP NOTCHES PER END @ 1" X.500" END @ 1" X .500" N1#.,n'-'—PER END @ 1' X .500' 3) TRACK WEEP HOLES EVERY 24" @ 1.125' X .190'; 1) WEEP NOTCH EVERY 24" @ 1.375" X .5.00" im SILL SILL 6) TRACK WEEP HOLES \\\j (10) TRACK WEEP HOLES \ EVERY @NOTC1.125" H EVERYY EVERY24"@ 1.125"X.190"; 1.37524" @ .375" X .500" \ 1) WEEPP ( 1) WEEP NOTCH EVERY 24" @ 1.375" X .500" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) VINYL SLIDING GLASS DOOR NOA (LM) M 10/05/1f ANCHOR LOCATIONS C 1 j J ROSOWSKI tl COPYRIGHremn POnr+OusrRles,INc. NO CHANGES THIS SHEET. u 04/05/17 ALL RIGHTS RESERVED 1070 TECHNOLOGY DR $ N. VENICE, FL 34275 8 00 C.FRT OAH.SB9!ISGD-5570111 NITS 111 13 OF 21 1 41 MD-5570.0 8 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Dattee 04/14/2021 BY C tea... F No.58705 ST TE F !V` s 'ONAL IEN A. LYNN MILLER, P.E. P.E.# 55705 HEAD 90' CORNER CLUSTER ANCHORS LAYOUT: 4" 3.22 EXTERIOR 2-TRACK 90' CORNER C4"ANCHOR LOCATIONS USE WHERE'C3" IS SPECIFIED) txTER[OR 3-TRACK 90' CORNER C4" ANCHOR LOCATIONS J USE WHERE'C3" IS SPECIFIED) I EXTERIOR 2-TRACK 90°CORNER Ca" ANCHOR LOCATIONS 15 USE WHERE'C5' IS SPECIFIED) 3-TRACK 90' CORNER n C6'ANCIIOR LOCATIONS v USE WHERE'C5' IS SPECIFIED) SILL 90' CORNER CLUSTER ANCHORS LAYOUT: 4 I 2-TRACK 90° COftNER EXTERIOR C4' ANCHOR LOCATIONS J USE WHERE -C3" 0 SPECIFIED) v 3-TRACK 90' CORNER EXTERIOR C4' ANCHOR LOCATIONS USE WHERE -CT IS SPECIFIED) ID ITIMM 2-TRACK 90'CORNER EXTERIOR CV ANCHOR LOCATIONS (-1 USE WHERE -05' IS SPECIFIED) J 3TRACK 90* CORNER C6' ANCHOR LOCATIONS USE WHERE'CS' IS SPECIFIED) FTIFIM FIGURES PERTAN TO THE FOLLOWING 90' CORNER SILL ANCHOR LOCATIONS: 80• I Heed/Sill 1 Jamb 5 P-hook 7 PRODUCT REVISED as complying with the Florida Building Code Non -No. 17.0420.06 Expiration Data 04/14/2021 By Miami-?;A!Product Control EXTERIOR V Op1Y LYIVA/ 4„UCENSF • ( i No. 58705 4' 4' - - A ' 131 - C''- 3.22" 4' 3.22" L ECG EXTERIOR EXTERIOR EXTERIOR EXTERIOR ////111111111t` 4-TRACK 90' CORNER 4-TRACK 90' CORNER 4-TRACK 90' CORNER 4-TRACK 90- CORNER C4" ANCHOR LOCATIONS 'C6' ANCHOR LOCATIONS 'C4' ANCHOR LOCATIONS 'C8' ANCHOR LOCATION USE WHERE "CT IS SPECIFIED) (uSE WHERE'C5' IS SPECIFIED) (USE WHERE "C3' IS SPECIFIED) (USE WHERE TV IS SPECIFIED) A. LYNN MILLER, PE. NOTES: P.EJ 58705 FIGURES PERTAIN TO THE FOEOWNG W -CORNER 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: , VINYL SLIDING GLASS DOOR NOA (LM) 10/05/16 90" 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D Ilm J ROSOWSKI Haadl5111 C 1 Ry. Jamb1 5 3) TRACK -TO -TRACK coPYRIGHro20It Pcnwus RiEs,Nc. NO CHANGES THIS SHEET.= MD-5570.0 P-hook 7 DISTANCE IS 2.375" 2.375" 2.375" 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: N. VENICE, FL 34275 941)-480-1600 SGD-5570 NTS 14OF CERT. OF AU . C29298 HEAD 135' CORNER CLUSTER ANCHORS LAYOUT: L-I ttXl:n 1JJ". - C4' ANCHOR LOCATIONS USE WHERE "C3' IS SPECIFIED) 3-TRACK 135' CORNER C4. ANCHOR LOCATIONS USE WHERE'C3' IS SPECIFIED) 4-TRACK 135" CORNER 4' ANCHOR LOCATIONS USE WHERE "C3" IS SPECIFIED) PNIX EXTERIOR V EXTERIOR 1c 135° Wed/Sill 1 Jamb 1 5 P-hook 7 4" ff EXTERIOR 3.22" 2-TRACK 135-CORNER 7 C6' ANCHOR LOCAMNS USE WHERE'CS" IS SPECIFIED) 3-TRACK 135' CORNER C6"ANCHOR LOCATIONS USE WHERE "C5" IS SPECIFIED) O THE SILL 135' CORNER CLUSTER ANCHORS LAYOUT: FOLLFIGUROW PERTAINCORNERFGLLANCHOWCORNER SILLANCHORIACI1TIOh15: 135' 4" 4,0LEX.TEMOR Head/Sill 1 Jamb 5 EXTERIOR4" L, Fj P-hook 7 2-7RACK 135' CORNER \/ 2-TRACK 135' CORNER V C4' ANCHOR LOCATIONS 'C6" ANCHOR LOCATIONS USE WHERE -C3' IS SPECIFIED) (USE WHERE 'CS' IS SPECIFIED) 4" 4" EXTE((RIOR 3.22" V 3-TRACK 135' CORNER CA' ANCHOR LOCATIONS USE WHERE "C3" IS SPECIFIED) EXTERIOR " 4- RACK 135" CORNER / 4-TRACK 135- CORNER C6' ANCHOR LOCATIONS "C4" ANCHOR LOCATIONS USE WHERE "C5- IS SPECIFIED) (USE WHERE 'CT IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: 4" PRODUCT REVISED 4" as eomplyln with the Florida Building Coda Non -No. 17-0420.06 Expiration Date 04/1412021 EXTERIOR 3.22" \/ 3- TRACK 135" CORNER C6" ANCHORLOCATIONS USE WHERE'C5' IS SPECIFIED) BONY 4Y 4" EXTERIOR T•'• s \ 3.22" s '•. < ORIOP,. 4-TRACK 135' CORNER is.0 • ..... 06"ANCHOR LOCATIONS ' iiNAL,E 11 fill USE WHERE -CS' IS SPECIFIED) COPYRIGHTOM17 PGTINDUSTRIES. ALL RIGHTS RESERVED 1070TECHNOLOGY DR N. VENICE. FL 34275 941)-480.1600 CERT. OF AUTH. Y29M A. LYNN MILLER, P.E. P.E-M 56706 VINYL SLIDING GLASS DOOR NOA (LM) a 10/05/15 ANCHOR LOCATIONS Em^ J ROSOWSKI NO CHANGES THIS SHEET. Ja OAMW17 NTS Ill 15 OF 21 lo$I MD-5570.0 HEAD SPLICE ANCHORS LAYOUT @ (INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT (a)- INTERLOCK OR ASTRAGAL: I FGURESPERTAWTOTHE CATION : SPLICE'ER AN TOT LOCATIONS: SPLICE LOCATION Q" EXTERIOR ID 2-TRACK SPLICE C4' ANCHOR LOCATIONS USE WHERE'03" IS SPECIFIED) SPLICE LOCATION 4.75" EXTERIOR I 1 4` 3•TRACK SPUCEu -C4" ANCHOR LOCATIONS USE WHERE "C3' 13 SPECIFIED) SPLICE 4.75" LOCATION EXTERIOR 4„ 4-TRACK SPLICE C4' ANCHOR LOCATIONS USE WHERE "C3" IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING WLICEO HEAD ANCHOR LOCATIONS: Head/Sill C3 1 Jamb 5 P-hook 7 SPLICELOCATION 4" EXTERIOR lcl 3.22" 2-TRACK SPLICE C6' ANCHOR LOCATIONS USE WHERE'C5' IS SPECIFIED) SPLICE LOCATION 4" EXTERIOR 3.22 A 3-TRACK SPLICE CB"ANCHORLOCATIONS USE WHERE 'CS` IS SPECIFIED) EXTERK 15 4-TRACK SPLICE ANCHOR LOCATIONS USE WHERE "C5" IS SPECIFIED) SPLICE LOCATION 4" EXTERIOR 2-TRACK SPLICE v 'C4' ANCHOR LOCATIONS USE WHERE-C3" IS SPECIFIED) SPUCE LOCATION 4" o EXTERIOR I 2-TRACK SPLICE v "C6' ANCHOR LOCATIONS USE WHERE -CS" IS SPECIFIED) Head/Sill 1 Jamb 5 P•hook 7 SPLICE SPLICE LOCATION4" LOCATION 4" 0 PRODUCT REVISED EXTERIOR 3.22" EXTERIOR 4" as complying with the Florida 3-TRACK SPLICE 3-TRACK SPLICE NOA- ng Code C4" ANCHOR LOCATIONS j 'CB' ANCHOR LOCATIONS OA-No. 17-0420.06 USE WHERE 'C3' IS SPECIFIED) (USE WHERE "C5' 19 SPECIFIED) Expiration Data 0411412021 SPLICELOCATION EXTERIOR I•— 3.22" 1 4-TRACK SPLICE C4" ANCHORLOCATIONS USE WHERE -C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9, 3) TRACK -TO -TRACK DISTANCE IS 2.375" 1 2.375" 2.375" FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLICELOCATION 4„ 0 o EXTERIOR W3.22"' U 4-TRACK SPLICE Ca' ANCHOR LOCATIONS USE WHERE "CS' IS SPECIFIED) MPYRIGHT02011 PGTWDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 941)-480-1600 I III II r r ii ii 0NY L.... L,ICEN No. 58705Ll0nSalTEOF ,: -Z' fill NAL I NG A. LYNN MILLER. P.E. P.E.# 58705 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS F S 10105/1" J ROSOWSKI NO CHANGES THIS SHEET. IIII11 SGD-5570SGD- NTS 1601`21 1 MD-5570.01MD-5570.0 04/06/17 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL OUTSIDE 90' ASTRAGAL INSIDE90' ASTRAGAL OUTSIDE135- ASTRAGAL INSIDE135- ASTRAGAL INTERIOR OR INTERLOCKOUT INTERLOCK IN STILE W/ HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED G S INTERLOCK E F PP K L L TIC TA TV TW OUT soxauD Isox" SINGLE NTERLOCK g H P A C C SC SA SV SW LV IN sar OUT? isoxap n' FIXEDs-nUE RR R S reox n S r FC FD FV FW W J LOCKSTILE D M J JW/HANDLE BOxom Max" ASTRAGAL OUT LR T UFBOX MO OVD ev=oim soarOun ASTRAGAL N T Uw J BOX IN oxw sox DRAGA ASTRAGALCT CS CF U.I RECEIVER Z ASTRAGAL AT AS DF ILRECEIVEROUT. ASTRAGAtALVT VVC VF RECEIVER W. ASTRAGAL WTWS WF RECEIVER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE " F" SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES DORLOCUBLEK INTE hnniwL 1L ASTRAGAL DOUBLE M LOCKSTILEINTERLOCKJLOCKSTILEI ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLE A INTERLOCKrOLOCKSTILE UASTRAGAL iivnnn LOCKSTILE DS SINGLE INTERLOCK TE INTERLOCKVINYL SLIDING GLASS DOOR NOA (LM) 8 PANEL TYPES g GHTd2017 PGT1NcuSTR: ES.INC. 0 NO CHANGES THIS SHEET. Iml 10/ 05/15 J ROSOWSKI N. VENICE, FL 34275 941)-480- 1600 III SGD-5570 11 NTS 111 17 OF 21 ! MD-5570.0 MRT. OFAIITH. 0292 N 04/05/ 17 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Data ey = 111111111/ 77/ 11, No. 58705 STATE OF C(7. i '•. FCORIOP. •' \ SS,7 NAL Ti niI111 A. LYNN MILLER, P.E. P.E. it 58705 5.875 -- I 540 1 10.635 O 1 0 y. 25 1.812 O oo Q 1 930 1.68.062 100 1 6®]® Lml 1`2ESCREW 7OO 1O 2 TRACK HEAD/JAMB ©4 TRACK SILL COVER( PVC) ANCHOR PLATE 8. 250 - ^1 8.250 OO I T L 100E El1.813 - Q y8.100dano W J. O3 3 TRACK HEAD/JAMB ® 3 TRACK SILL 10. 025 5.875 f l tOOO 100 101 3 LaJ 1' 881 O5 . 100 4 TRACK HEAD/JAMB O 2 TRACK SILL y 1.570 1. 625 2. 833 2.368 110 - LI 1-1.000 1. 435r--j_ 252 062 949M T Yf . 062 r BOTTOM RAIL 11 SUPPORT OUTER SILL COVER COVER41 . 550 L; 291 061 1L_ . 762 Tr J 1. 228 301 O9 TRACK INSERT 10 INTERLOCK CAP, EXTENDED POCKET 5.178 231 . 060 L613 I - 1 2.060 100 080 F0 1. 983 060 13 SILL COVERCK 17 P-HOOK ADAPTOR 18 P-HOOK 094 125 540 540 (' 291 .061 •2. 2. 975 i 2.141 1 13. 000v6 075 LLLL J] 626 . 500 2.607 -I 1.406 062 f .062 I 32 19 KEEPERED KEEPER BAR GOVERMENT Q BAR REINFORCEMENT@ FIXED PANEL CLIP 44'uTEORCEMENT 1, 595 r- 1.595 -.309 2.696 3. 483-.---.125 400 -- . 070 2. 768 2.788 2. 0) 5 312 2. 210 300 u 120 -" 4 - 182 .120 II .182 2.291 100 n TOP, BOTTAND STI EOM © AND STIILETOP, BOTTOM © REINFORCEMENT, ®R INFORCEMENT, REINFORCEMENT Co INTERLOCK ADAPTER REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 3. 452 1.472 - 125 3. 209 125 2. 176 070 300 W35° CORNER 36 135' CORNER ASTRAGAL PASSIVE MOUNT 2.511 - a 2. 838 -1 080 2. HT019 9 075 1 4.635 4.279 . 100 090 2. 116 34 INTERIOR JAMB COVER rl 2. 710 Q 1.875 PRODUCT REVISED Oo as complying with the Florida INTERLOCK PANEL STILE, TOP Building Code 31 ADAPTER 0 ASTRAGAL ADD -ON 33 AND BOTTOM RAIL Noa-No. 17-0420.06 Expiration Date 04/14/2021 3.326 •..- 3.345 060 3. 713 . 090 3.345 046 1. 500 3.247 1.170 • 229135' CORNER L- 90* CORNER ASTRAGAL CAP, ® ASTRAGAL CAP, ASCORNER TRAGA40 ASTRAGAL CAP, EXTERIOR INTERIOR EXTERIOR 1. 912 O65 912 210 :} 1. 261 252 1. 261 173T1. 261 1.261 062 1.261 B1 1-3116,11 SQUARE D BEVELEAD BEVELED BEAD OGEEB D OGEEBEAD 919 060 919 4t 90' CORNER ASTRAGAL CAP, INTERIOR NOTES 1) SEE SHEET 4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. Al VINYL SLIDING GLASS DOOR NOA-(LM) EXTRUSIONS ICNre2017 PGTINDUSTRIES.INC. 8 NO CHANGES THIS SHEET. J ROSOWSKI 04/05/ 17 1 O N. VENICE, F 3427US 141 i Q Ig 1 941)-480- 1600 IIISGD- 5570 it NTS III 18 OF 21 F 1I MD-5570.0 LYN/v No.58705 19/0NAL \ le: \ A. LYNN MILLER, P. E. P.E.# 58705 1) INSTALL 2) INSTALL CLIP HEADER BLOCK TO CLIP INTO INTO FRAME JAMB ATTACHMENT JAMB TO HEAD 4) CLIP ANCHOR PANEL SUBSTRATE, INSTALL ONE BLOCK AEADERTYPEUSING4IN ASSEMBLY AS USED INSTALLATION, STILE AEADINSTALLATIONEACHINTERLOCK.00K TABLE A, SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTAL33)#10 X TABLE 1 ONE BLOCK THAT 8 X 1.5" SMS SPANS BOTH PANELS 90 I 2s FIXED PANEL CLIP INSTALL ONE CLIP AT THE (2) 1/4" MIDSPAN OF EACH FIXED es X 2-1/4" SMS PANEL -TO -FRAME JAMB LOCATION. AI IALrl WIII'7AOA"1-1l9 @ 34-1/2" MAX O.C. 2) 1" SMS THROUGHH SUU PPORT,0Aj IIIIWI Ul INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK PANEL ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS INTERIOR NOTES EXTERIOR 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS, 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 7n I"F7 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/1; III ACCESSORIES INSTALLATION I. -I J ROSOWSKI 1070 TECHNOLOGY DR a" - s N. VENICE, FL 34275 941) 480H1e600 III SGD-5570 -' NTS 19 OF 21 z MD-5570.0 i z Al KEEPER TO JAMB ATTAf`LJAAChtT PRODUCT REVISED as comp)ying with the Florida building Code NOA-No. 17-0420.06 Expiration Date 04/1412021 LYN y i No. 58705 '. dI' OFI .::- J 5Z IOA/A L e A. LYNN MILLER P. E. P.E.# 58705 BOX SCREEN DETAILS: VERTICAL SECTION EXAMPLE HORIZONTAL SEU I IUN EXAMPLE 1-+— .062 BOX 03 SCREEN INTERLOCK 055 O104 BOX SCREEN SNAP -ON BUG FLAP 1.306 1.343 r 050 r055 pry 1.48487 BOX SCREEN 106 ASTRAGAL BOX SCREEN 107 SILLADD-ON ADAPTER 1.8j3 L BOX (SCREEN 105 GXO ASTRAGAL ADAPTER 1,487 '— 1.51 BOX SCREEN HEAD 10H AND JAMB ADD -ON STANDARD SCREEN DETAILS: VERTICAL SECTION EXAMPLE Ry. ' GOPYRIGMT0201% PGT INDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 941)-480-1600 CERT, OF AUTH.92W% HORIZONTAL SECTION EXAMPLE O131 121 122 HORIZONTAL SECTION EXAMPLE I 1-1.081 1.202 8 j 8 , 935R1 050 —4— 050 045 2EEN 121,SCREEN 1n SCREEN OXOI WE SIDE RAIL, ASTRAGAL L LATCH ADAPTER 725 ++ 1435 765 7 040 . 062 123 SCREEN VINYL 124 FRAME SILL ASTRAGAL SCREEN ADAPTER ADD -ON PRODUCT REVISED 1s complying with the Floddl Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 BY NOTES: `,N ONY LYN,V ' 1) ALL DIMENSIONS IN INCHES. IGENSFZ VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 = *: No. 58705 *' SCREEN DETAILS J ROSOWSKI =7o . Wyly/p 0.n ••. 81ATE OF iz NO CHANGES THIS SHEET. zg 04105/17 Cis'•. F40RIDPI O/VAL If ll lull SGD-5570 NTS I D-5570.0 t $ A A. LYNN MILLER, RE. P.E.1158705 Tap! E r ig v Part# Description Material 1 19001 2-Track Head/Jamb Rigid PVC 2 19002 2-Track Siff Rigid PVC 3 19025 3-Track Head/Jamb 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 Cover Rigid PVC 8 19031 Anchor Plate 6063T6Alum. 9 19007 Track Insert 8063-T6 Alum. 10 19064 Interlock Cap - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support 6063-TB Alum. 12 19006A Outer Sill Cover 6063-TB Alum. 13 18oil Sill Track Cover Rigid PVC 1-7 1 32 P-HookAdeptQr 6063-T6 Mum. 18 19020 P-Hook 6063T6 Alum. 19 19047M Extended Keeper 6063-TB Alum. 20 19029M Keeper 6063-TB Alum. 21 19014 Reinforcement Bar Cover Rigid PVC 22 19030 Reinforcement Bar 6005-T5 Alum. 23 19037M Fixed Panel Gip 6063-TB Alum. 24 19036M Reinforcement Plate 8063-T8 Alum. 25 19017M Top Rail, Bottom Rail and Lockstle Reinforcement 600545 Alum. 26 19046 Composite 27 190i8M Interlock .300 Reinforcement, Std. 6006-TS Alum. 28 19013M Intedock .400 Reinforcement, HD 6005-T5 Alum. 29 19019M Astragal Reinforcement SODS-T5Alum. 30 19083 Extended Pocket Interlock Adaptor 6083-TS Alum. 31 19005 Intedock Adaptor Rigid PVC 32 19008 Astragal Add -on Rigid PVC 33 19004 Panel Stile, Top/Bottom Rail Rigid PVC 34 19040 Interior Jamb Cover 6063-TB Alum. 35 19076 135" Comer Astragal 6063-T6 Alum. 36 19077 135" Comer Astragal Passive Mount 6063.76 Alum. 37 19079 135° Caner Astragal Cap - Ext- Rigid PVC 38 19080 136° Comer Astragal Cep - Int. Rigid PVC 39 19078 90" Caner Astragal 60B3-T6 Alum. 40 19081 90" Corner Astragal Cap - Ext. Rigid PVC 41 19082 90" Caner Astragal Cap - Int. I Rigid PVC Part# Description Material 42 19085 Sill Riser -(2-1/7) 6083•78Alum. 43 19022A SIII Rser-(3.1/2") W63T6 Alum. 44 19023A Sill Riser - (4-1/16") 6063-T6 Alum. 46 19024A Sill Riser - (4-5/8") 6063-TB Alum. 50 718609W 187" x .320" Finseal (Stile) 51 71696K 1.1/2" x 1" x 3/47 Fin Seal Dust Plug 52 71696 Dust Plug 60 419041 Interlock Gip Cover PVC 61 78163X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78X75FPTX 98 x 314" Ph. FH SMS @ Rotor & Reint. SS 64 419042 Frame Header Block Nylon 65 48052 Roller Adj. Hole Plug PVC Be 44385 4 Hole Bumper Stop PVC 67 76X114FPTX 6 x 1-1/4" Ph. FH SMS @Bumper Stop SS 68 7169BG Sill Plug PVC 59 78185X Gemini Morlise Lock w/long Trim plate Steal/SS 70 71032XIFPFX 1032 x 1" Ph.FH MS @ Lock SS 71 aeries Handle Kit Cast Zinc 72 19054 Interlock Retainer Clip Nylon 75 Kommeding 4SG TPS Spacer System 76 Quanex SuperSpecernXrwith Hot Melt Butyl SeeSheet for 10rorMaterielsQuanexDurasealCardinal XL Edge Spacer Dow Coming 995 or GE-7700 Backbedrkng Silicone 19090 7/16" Square Bead Rigid PVC r777/16" Beveled Bead Rigid PVC 19044 1.1/16" Beveled Bead Rigid PVC 19045 1-1/16" Ogee Bead Rigid PVC 19016 1-3116" Ogee Bead Rigid PVC 85 71725K Setting Block 112" x 4" x 1116', 85 +/- 5 duro. Neoprene 88 71726K Setting Block 1" x 4" x 1116", 85 +/- 5 duro. Neoprene 90 781PSTX 8 x 1" Ph. PH SMS @ Frame Assembly SS 91 78Xll4PHPT410X 8 x 1.114" Ph. PH SMS @ Rsinf Bar SS 92 710X1PHPT1"X 10 x V Ph. PH SMS @ Rail Support SS 93 71OX116PPX 10 x 1-1/7' Ph. PH SMS @ Fxd. Pnl. Clip SS 94 710X2.6PHPTI8-SX 10 x 2.1/7' Ph. PH SMS @ Reinf. Piate/Ast, SS 95 71420X2.26FPFX 12 x 2.1/4" Ph. PH SMS @ Hdr. Block SS 96 710X1.75PPX 1#10 x 1-314" Ph. FH SMS @ Ast. Mount SS 97 71OX34PPX 10 x 314' Ph. PH SMS @ Ext Pkt. Int. SS —71 98710X2PPX1#10 x 7' Ph. FH SM S @ 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. COPYRIGHT 02017 PGT WDUSTRIES, PLL ftiGMS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 375 42941)- 480-1600 TABLE D: BOX SCREEN Part# Description Material 100 12266 Box Screen Top Rail 6063 T5 AI 101 M57 Box Screen Bottom Rail 6063 T5 Al 102 M58 Box Screen Side Rail 6063 T5 AI 103 6442a Box Screen Interlock 6063 T6 AI 104 17347A Box Screen Snapon Bug Flap 6063 T8 AI 106 64345 Box Screen OXa Astragal Adapter 6083 76 AI 108 17349 Box Screen Astragal Adapter 6063 TS A 107 19039 Box Screen Frame Sill Add -on 6053 T6 AI 108 19038 Box Screen Head/Jan-b Add -on WW TB AI 109 720XlX 14.20 x 1" MS @ Top Rall SS 110 72OXI M 14-20 x 1-1/7' MS @ Bottom Rail SS ill 71793G Wstp, .770" x .150' - Fin Seal 112 618MK Wstp, .18T' x .600' @ Bug Flap 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Roller SS 115 varies Screen Locking HardNare Steel 116 419053 Screen Keeper Steal 117 76XIPPA 6 x 1" Ph. PH SMS Steel 118 1692/314 Screen Spline - .150" & .165" Vinyl 119 1816C20 Screen Qoth Fiberglass TABLE E: STANDARD SCREEN Part # Description Material 120 12033 Screen Frame Rail 6063 T5 At 121 12026A Screen Frame - Side Rail (Latch) 6063 T5 AI 122 17363 Screen OXO Astragal Adapter 6063 T6 AI 123 4653K Screen Vinyl Astragal Adapter Rigid PVC 124 190126 Frame Sill Screen Add -on 6063 TS At 125 6FP95K Bug Flap, 85 +1- 5 duro. Vinyl 126 78X112PSATS 8 x 1-111 Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheel Assembly (Standard) Nylon 128 712027SS Corner Key Wheel Assembly (HD) SS' 129 varies Screen Locking Hardware Steel 130 710Xi4PPSDAX 10 x 3/4" Ph. PH SMS @ Screen Ast. SS 131 78X12PPSMSX 98 x 1/2' Ph- PH SMS @ Door Ast. SS 132 169D314 Screen Spline -.145" Vinyl 133 1 1816C20 IScreen Cloth I Fiberglass VINYL SLIDING GLASS DOOR NOA (LM) IM 10/05/15 PARTS LIST k JROSOWSKI 2i NO CHANGES THIS SHEET. i¢ 04Y05/17 d a IISGD- 5570111 NTS 111 21 OF 21 91 MD-5570.0 £ A PRODUCT REVISED as complying with the Florida Building Code NOA- No. 17-0420.06 Expiration Date,04/14/2021 ltivinrirrr ANY LYIV/V '. Oi / VAL00\\\ A. LYNN MILLER RE Product Manufacturer PGT Industries1. Adress{Phone/Email 1070 Technology Drive North ' Venice, FL 34275, 941) 4g6-0100 .Ext,22318. druark pgt[ndustries,coni, Autharized; Signatute Jens Roso vski jrosqwskl@pgtindustries. com Technical Representative Jens,Rosowski Address/, Phorie/Email, 1070 Technology- Drive Wkorrlis, ; 004,275 041) 4$6 0100 .Ext 111401 jrasawskiOpgtindustries^ ebm, Quaiity,- Assurance Representative;, Addre Phgne/Er»aiis Category Exterior Doors Subcategory Sliding Exterior D"aor A ,sembties Compoance` Method" Certification Mark or1isting' Certifcation Agency, Miami -[fade f3CCO - CER Vaiidated. By Miar l!Dade BCCQ - VAL Referenced rdard and,.Y r'(of Standard) ` Yeap TAS 201; 62, 63 5 34 Equivalence of PrStandards ; Certified By Product Approval Methiod; , Method;l pptlon A 25i<7 4r - 7$0 (Impact) i?(i42Q14.Ddf Contract ftwliat Dote clones 2014.iidt lade BaO - CIER tent Third Party, tent -Third Party: Y Certificate l S 4,42gSi it Contract Expiration oat* atones Lion ns 5566, Per o' n Ptatinum 'Vlnyt Doub! Hung ition Aoency Cent 4mte AZZ- g;07-0( 36x63' 50 120f 127 C Cat n7 ncf [7H ?it76'R PCiP+4`ncif" 6 7 c -Qdf k22LcL= ,'D7-Q9 t2H d4x 1 R paku- A "' 07 t} 47x7i R f 5f1 nrff• By: American Architectural Manufacturerd'A rtodatian; by independ+Rnt Th(rd;Party, uag,,Was 07-4S$ ./ 41-10 / oi- 26 V41yt Nvdok" 2017.11408 til+Mirt$ENi as CQI tiTtij,IRC 93. ATATE-UP btu' • a,RR,.o ii$ 1J i&iRA M+E, y as 1a Atlptn M MQA71't.PQRf rL km t3NAi ', PFG *1d 157i U r INjift, am oat TABU I 3nwnna PWAUAIM PMt R stdg jm abs :Of4 td ed' PVC. ,YM wa81, Ihktrnilf a YAW1 taaGhOf *wow p0lalirC#rt5: 4a 6`, 1111tEt4uTCt 01 O.T42 . StA1E Sti TABLE t BRAC'ApE GAULlC SIX NMIfit T>}: SEE NM1i & is m Stoll ATSIZE. CHOT r YOVMALL SIZE SEi 1 DP 1lATWG T/r RFAX. 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" 624)•S3i-359G. lua6 ne: harristmonton.com Quality" Assurance Representative AAMA Addres${ Phone/Emall ° 1827 Walden office Square: Suite 550 Schaumburg, iL 60173 847 3.d3-566A webrs aste"aarianet,prg Category Windows. Subcategory Fixed Cgrnpltance; Method; Certification mawdr,usting; Certification Agency Arrieritan ArehtirectuMI Manufacturers Assoc attoit Validated By, Atiriericari:Architettural`.Nianufaciitreis Assoctatipn. Referenced SWndaM" and`Year.(ot 5tar<dard}. standard AAMA 506 AAMA/ WDMA/CSA 101/I.S.2 A446 AAMA( WDMA/CSA 101%I S.2,A44U ASTM ; E' I.886. . ASTM E 199.6" ASTM E.1996 Equ v iencs of Product Standards Ge tided By moo L:lcensed. Or "' Ssi na! Eiigiaeer or AixllKWe 228 FL Product Appivval Metfidtl Meth6dT0ptlon,A t?ate Su pitied 11/30/2017 Date,Vatlda"- 12(1312017 Deft Pending FSC.upproval Date Approved.-12/16/2017 sum of Pro Ucts Model, Numberor Name:, Descriptio6 . 228: 1 07 09, 07-i0, 07-20,(Retrofit StomtiBreaker Pius 300VL,• PerfeXlvn Impact Why! Fl)(ed Installation} pictue) Wiridtiik umim of Use Certification Agency Certificate Approved for"use In HVHZ:°Nd Pz8 R-t8 " CAC , OQ n7-20 PW Irttn,t")An' Appit ved 19 r use outside M\tHZ:. Yes•Impact Resistants Yes'Design. Pressure: N/A F172flRt8' C CACSit naQtMers3?x8450"PSf), ;74ic63 (+/=S5 PSF}'- Missile Wbivel iitlE06/ 23/2019 Installation instructions it JNQJ66-oVerified FL2ti6ig: By: Aimerican `Architectural Manufactu Created by Independent Third Party: Re" sports: IvaluationACC-IR Created by:Iidependest TtiiCd;Party; 228. 2: € 07 20 {Nailing Fin installation) 5tormBreaker Pius300VL, Perfexwn in pact,Vinj!t Fixed" Picture)' wi64ow UmIts;af Use Certification agency Gertlflcate, App%vedfar: use in HVltZ: No Approved for use outside HYHX:° Yes. FL228.I Sr _07-00 67-46 p , Inspact•.Reaistant Ne5 Quality Assurance Contract EXplratton" Oat¢ Design Pressure; + 55%-55 11J01/2019` Other: 74x63 Missile;Impact Rating: D Installation Instructions 112_ Verified BY - American Architedural-Minijfact4itrs...:Associa0,on Created by Independi nt Third=Party:, Evaluatlon Reports Created byjndgpendent Third Party: ProFinlsh Brickrnduld 600,with SafePolnt Vinyl Fixed (Picture] I Winnow Umits of Use Certification Aggency'Certificate, Approved for use in HYiii. No FL228 Rib 5: CAC 42-19 PW Irnbact-"!eMbdred di48, Approved for. use outside'HVHZi'Yes' Qom, Impad R+ aslstant::Yes Quality Assurance Contract xplration.Da Design Pressure.,+ 50/-50 09/08/2019 t?ther: ROx48 - M ssl `in ipact Rating: G Installation Instru+cL one F.12R18 ` nibs1 Veigled By American Architectural Manufacturers AssoclatidW Created by Ir<tepeFsdex?t lisird.',Party :. Bvalitation Reports FL22 _1 '` valFteg,Q -Irt Mb5S gi-2017.ncif• Created by Independent Thlyd :Party:, Yes. 22$:4 42-19 Promnish'Briclarsdultl 500.with SafePoint Vlnyi Fixed `(Pictuurp) Window Twin: Umitl of U" Ce , fleation Agency CsrtitieaI4 Approved for us P: ia mki Nd apProv®d for user outside HYHZi°Yes B QLe2tt, % Iinpact.Fie$ istan#:"Yes Quality Assurance,Gontrect,F.zpiration Date.. D RE 4U4FL s zt.acitr Stmontm S-ies,07-09 / 07-10 /.Ofi 20 Moyf FbodAmpact ,*O wf' P l{r+i. 9f10/2414 r isn nr n iao dt/osno A%i 4tll1 Slzo Chi! ` ,.,LyL£ Hs t 4y y dttyEBsiA UCAS TRT, PSI,Aa"Wtro pEMrAA$,um Aunc pp . Aa2s%M2S%f+tr> Sim .: .s Nts 582D9 4t .!. NLf7 RJRPFi£ L R, K ENGfdN58201 IEr%AS qiPi cH. sa a 3 Skit P 8i Sew 31za Ckgart- SU T oXi odpaTlit? 8 i1f+U+11'ED, Flpt FWL?{.£ SUB51R'fE Ni'kS t.f1.s ,,lilTX STATE Ctf.,' 239 P01''i.$ e Zteod, sAl msd'side pmbse extruilad PVC. 'iha wd Ytgckness < C q tQr i'PHi 934-38fl-T574 tKiox srfiich the aicnor mr pen tratd inknum of a`o T. !y aCg Q,..r >c a l is a rtt laces ATamer13:42 04MO Aaai eoGi DIST.., 10 o C ,. rva:) L _. 8. `b; SEE, TBL i. SNT 2 INSTALLATION EM FASTfJt SfE'rABLE o a4, sNEcr z j BY OT4ME s MN. OTHER3 M,1 BY SM C SIUCCdlE'GAULK,' T/4 1iAX: 5H1iA HNSTALLkT€ Q1P1 S lC{M1E CAULK, is C± FASTENER SEE TABLE 1/d" A1AX. 941M a. x4 NTMOR. SHEET, Wi s 4, iHi£R417RHEAD .. 4X, SGALE zc:, t lNTEiiOR 3"ti JAMB. 1 4X SCAL£_, CAULK 1/ 4 MAX,SHtM - 3 Sit ICCItiI S1i"1CON1 GAULR SU,STRA. n. BY `OTHERS U. U mt klg7 EDGE DIST-- ,• INSTALLATION FASTENER TBL;i. SNT 2 SEE TA6LE ir: $MEET 2' W A1AX,:'OVERALL 841E iS16iNL } SILL NSTALLi1TtWi MOLE, PRE- DRII + m Q '4,X" SCALE C- BY 11Ai=NJFACitiRER; IXE L:Hl4fi-T - e. cn.vnn.• erertuENr ar:aa1 a v,. wwr. r merta,c rmarana. SLMUNfiE3ht' 4i W-.l OVERhii sizE DP RATING None07o + Vr asa N AS weHei aana.<. iiahA!' erg t N b g A> tinpr tillD:. 1],1 ma Rai tit b wowfrd totMrsA.Wrt on re»M to nM b be tlbdord, pO. W dM, kGaNeaar P,mreBuiri, Kl'24tk5 37• 84 I PSi j. pOft, naI 4M11',IAnefi N pae ka m osa awm tm wssa.:`S flKMnaN M gtas ri PSF.• ; 041; tlamrl. filr rMtrttfM=j el0 s nW U-*, M 4e WAN eonteMtl 4i UW . Y=foeeMlbn MC,At 1UdtA•sqGIro AKS v Rtt o lisT" r 9',tOf10t4. 1, Thin iiistc l for use in "tocotions odher'rr to .they: Tome do Florida Butldlri `':Codes " 0. LUGS ni Tl p-l anon hasf.been evaluated g 4 y-. andwhere pressure require tnents' as 'sfeteTmi led by ASGE 7 Mln um; pest n: Loads for Buildings and 9g` .= ` rt saztlt. t x E1t1il4 EC aAaw orr wt sns. trsrxai. c ^ tAp'. w/te rt Other Strtsattrres do 'not exceed the design pressure ratings herein, far ce butside tha-RMW.2. :•r : Ni5& 09 ".TIiRNER: EERfWG & CQtA5Ut, TN,"yF#C; 3 1aa0 s 2, All, inferior and exterior perkii'ifer surfaces` of the window mulct be. caulked t: *! ; _,. tCOA T97791 t r GPM 3. Anchor type, size; ,spacing chid embedment stroll be os specified in -these drowirtgs. os :eke l' BTATE Of .es t238° Al 4• anchor stucco, Far s uROAtttr rqs la aaa 1€;T4i+iS embedment ; to substrate stall" be beyond wall dressing: or concrete/OMU openings , iC7t 4 t;:'+Tk+y ertibedrrlesititchat; be beyarid w '6d bucks, if vsecl, sand into substrate 9nirtollat axis to solid concrete ar . .y ...,< o p as,« fi. 5a 38o `tS uire Ix wood bu&s between product and substrate. lnstailationsy,jtAL` gresut-figrdresB tx beitxrsen o .hollow Cm t#Ie td38ee of buolcs product grid +arxr»es 5.: Woazl or miasonr ' y opm-rkigs, trucks,, awd buck-frasterter ti by others, shall ,be propiydesig'hetf an to transfer wind loads to the structure.; Substrates s os meet the minimum strength reGuuelnente''as_stu>wn in Tattle 1, this sheets Concrete or masonry ststrot8s :shag not be cracked. tsao CaA55. :. S• 3ltes, res onsttrsit far selection of Sh"tex't pypradslcis to meet any applicable:local lows;`budmq wades, BITE GLAZING €xafrut+o {PECARA;s$s-rhs ordinances. or 'Other safety requlhgmette resis soleiy-with the architect, buitdlflg' owper or cgntrgct+sr. i tnsarerlrtsd" wheregoo.afi neater Non 1 16 ;exist tretviceen enm and fryme h€nx, irtt staCic is EpitrA GADGET E7CTE#s6ft 9 g afe' AN AMO Shims shall be load-beoring ,qnd dale v iir + farring loads to khe substrate. oo Ply (soitihtt) en used in areas: requiring impact e:protec tan,, this product DOES NOT' REQUIRE the use of approved - tad- ANWUM 2mpactresistantshutters:or other ezternal'prtsfction. eolirr' g ansl flashing 'by others, sicutd ", app led using the ASTAi E ,, 2112 rrtethodolagy appropriate far the p SPACE apening into which the door:;is hding installed, Overall water penetration resistances., of the installed product l TEMPERED is the responsibility of others. 1p, Glazing, shall _comply wlth ;WTM E 1300-04 11. For lnsti7tlotirm io substrates,_onshore Shalt be longans3ugtr .fo be fully threaded Through the metal hiclmess, wltls on rtdclitiat ,=:f(18 min. of threads beyond. ttelERsae t' tus u •acn ,> ua remlANHE_as err ALr 12. A rnlnimam centiv to -center spacing of 1-1l4'''shall be, malntain$d between oil Elco Utrocans `in'any ltF*ycT T_ '' ` sl• dlreCtmh lG 13, All fasteners penetrating into pressure treated woad shall- be copobie of preventing corrosion slue is nzcetion with' pressure , treotrnent ch+emicai Any dissimilarma(erial3 that coins into contact shall be protected' {o . prevent r adiona in acia&danceL with code requirements. 14 A = wind iovd duration : factor, Cd w 1.i1 was used for the analysis of -,wbod scr4ws oxeiy,: 15, Windows shall be constriueted as specified in test reports 99t20 Ol 50t=47 r0, A2466:;t71-SQt--47 a and 4999.01-- 1 43==F1 bj( Architeeturis Testing, inc., cpid T261-1d, _by F.oraoa+!gh' Engir eertn9 Jesting. inc. 0 50t3 GLASS A TE q AZiNG GOWPWW (i+ELf?RA tl9b—i S) EXfERIt7iR fiPDhA GliSffft' ill j0" ANNEAL£#) M105 PV8 { UTIA) TABLE 1: iNS±ALLATtON'PAgiEEtlEf S TA61E TYPEM[N, i tje";' fi111 ALEp w``R: A:: sCt3NCRETE 2.$5 diet MIN, 16' .ELCO ULTRACON 7" .` t" SPACE ASTiut. C9tl , 3/ 16* ELto ULTRACON 1—s .4 2 1 j2" s 3116' Asa ULTRACON 314 cisVOWL: WOOD Xto, wood SGREW KF€STAH.T S 1154 % 'rT• ` ssxa3 rnsx 3 tr emir- JNG SCREW SEA. NOTE l l K lJ2' 74 X 83' PWTURE44NQ6W tGAREtF SEE NOTE tit„ t N tanua.,.nra t ti31N dl 6u8 oMM/ *y.s !9 hi >11Aj/Ct'R.EtlM".; 4lmansbpd TezraNaq. SF14i©NTON' vP i R h A Y eoaHWK it Is ft" to . to $N ioaputst an tx s •+4rMY1F • ttOrs llwt:. k.y trot W-h d4dar4 hpradMt h?atsal Cc hraao wV?fAiS all. tsar i, M aonyntclton *4% trMt m+wt x ke4n ' or rm a gaoYa kr en oShsr Maq too N3seti. riimwt Adr rrMriaNan. 9osae nei:l ndsJ js s . iiT 3 aonMnt. .tlov sipMs+t" a eegtrta to 00un datatssHsi. OWN isprop« ty dsloerod. tiam,motiw JC A3 XX 3 An W '.36 nest, . Y[Xr1 3 . eD4 6rl.-09 f -.t17 ill: 67-2D rUtED fiWAM *i=V MUM`. teDTiS k & XzN 6. .- . Grant Malloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018098604 Book:9199 Page:1898; (1 PAGES) RCD: 08/25/2018 02:24:24 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: Leanne Ashley Address: 3448 N Citrus Ave Crystal River. FL 34428 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: CFRT)FIED COPV GRANT Mp'toY ry CLERK OF THE C)R'UIT COuR ; AND COMPTIIGLLCR I Jk SEMI LE TY, FLORItiA 1 DEpUfiYCt R a Parcel ID Number: 10-20-30-511-0000-0950 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 95 STERLING WOODS PB 54 PGS 93 THRU 95 113 PINE ISLE DR SANFORD, FL 32773 GENERAL DESCRIPTION OF IMPROVEMENT: Remove and Replace 8 Windows & 1 Sliding Glass Door Size for Size OWNER INFORMATION: Name: AHMAD ESMAILBEGUI AND ZULEIKA FUENTES Address: 113 PINE ISLE DR SANFORD, FL 32773 Fee Simple Title Holder (if other than owner) CONTRACTOR: Name: Bobby Casey/Cedar Cove INC Address: 3448 N Citrus Ave., Crystal River, FL 34428 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and bell Owner's Signature Owner's Printed Ne Florida Statute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead:' State of ft,,OA County of PJvLIi4OtJ. II The foregoing instrument was acknowledged before me this 1` day of —,/, 20 IF by AHAA,AQ 9ZA SM t I'E1+-t Who is personally known to me l3a Name of person making statement OR who has produced identification type of identification pr uced: io? 11grMICHELLE M CAMPBELL Tsi Commission A GG 102854 Expires May 20. 2021 rw, r Nota gnat OF 06oPbiiwThru"M Notry Swvlm