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1 Fleet Landing Blvd Unit 5518 COMM21-0004 Door PermitOWNER:ADDRESS:CITY:STATE:ZIP: NAVAL CONTINUING CARE RETIREMENT FOUNDATION INC 1 FLEET LANDING BLVD ATLANTIC BEACH FL 32233-4599 COMPANY:ADDRESS:CITY:STATE:ZIP: ACE DOOR & WINDOW SERVICE 9123 E HARE AVE JACKSONVILLE FL 32211 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169397 0200 SECTION LAND JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1 FLEET LANDING BLVD COMMERCIAL ALTERATION COMMERCIAL UNIT 5518 - SLIDING GLASS DOOR $4449.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $75.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 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. 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. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 2/5/2021 PERMIT NUMBER COMM21-0004 ISSUED: 2/5/2021 EXPIRES: 8/4/2021 COMMERCIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $116.50 2 of 2Issued Date: 2/5/2021 PERMIT NUMBER COMM21-0004 ISSUED: 2/5/2021 EXPIRES: 8/4/2021 COMMERCIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $116.50 COMM21-0004 Address: 1 FLEET LANDING BLVD APN: 169397 0200 $116.50 BUILDING $75.00 BUILDING PERMIT 455-0000-322-1000 0 $75.00 BUILDING PLAN REVIEW $37.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R14806 $116.50 Printed: Friday, February 5, 2021 11:40 AM Date Paid: Friday, February 05, 2021 Paid By: ACE DOOR & WINDOW SERVICE Pay Method: CREDIT CARD 420621950 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14806 ~+; CENTRALSQUARE COMM21-0004 ~ ~>U.4- City of Atlantic Beach Building Department rf 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us Building Permit Application Updated 10/9/JS iftM) Job Address: i1 J,f .-. ,_ ---,L. ~-: ,/ -~ :l~>{f(;//iI},: n P ~ N~~ber: legal Description . J ·. ~l+ . ,,=:;•-/7 ; ;· :,:tzf : ; ?f'i \ ,, ,, :;;_ -· . ';; ·: ' c('' /i!J lliififtf}'! R-E#-!-'®_ffl_: ~---_ ----~ -.,-f-0--1!0-, --m-,, _,.-t,-:·1 Vatu=.fot~!t 1J.!:iac~Yn:~ ~f:f,f;!·Q-fu :-R~?'/ Heated/~ed SF ____ Non• Heated/Cooled ____ _ • Oass of Wane: □New □Addition □Alteration □Repair □Move □Demo □Pool Ywindow/Ooor • Use of existing/proposed structure(s): □Commercial ~esidentlal {', • If an existing structure, is a fire sprinkler system installed~: ' es □No ._::ttil:~li;;~ f;1t~- equired) _________________ _ ' =::~!t~ar:1-~; :~ .. ------''(i ::, Office Phone ,ti'.s;,tf ,,~-_ -=...-: ....... ~.:,.,..:;~~'::E"iki!ll~-t':iib:;d" State Certification/Registration # _.:--..,.....:..:~~__,.,.. Architect Name & Phone# ____ -i,>,cc:-+-.-'f------------------------- Englneer's Name & Phone #-~~~~~e'?"'l"!7':~~~~~T":":-:----:-:::r::--:---::---:::--"'e'"'!~•~~~".".,'.';T Workers Compensation Insurer· ,_-,,,;:,,,_,_,,. :, ,--,,::,l;~~:'. !,i OR bempt g Expiration Date \2!-: --.--'(;:-\t?:/{ Application is hereby made ta obtain a permit to do tile work and install.1tJons as indicated. I certify that no work or nstal lation has commem:ed prior to the Issuance c,f a permit and that all work wlll be performed to meet the standards c,f all the laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORJ(, PLUMBING, SIGNS, i■~~iitlfiE~~ililiill5!;t1~r OWNER'S AFFIDAVIT: I cenlfy that all the foregoing Information Is accurate and that aH work will be done in compliance with all applicable laws regulating ctmstructlon and 1oning. ~$onaUv Known OR { I Produced ldentifica tion Type of Ide ntifltatlon: Doc# 2021022898, OR BK 19557 Page 1998, Number Pages: 1, Recorded 01/26/2021 03:45 PM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT 711, 9 State of_Aorlda __________ _ Tax Folio No. 189397-0200 ------------ County of_Du_val _________ _ To Whom It May Concem: The undersigned hereby Informs you that improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being Improved: 05-2S-29E 70.418 PT FRAC SEC 5-2S-29E. RECD 0/R 7811-1979, 08-2S-29E PT GOVT LOTS 1,7,8 RECD 0/R 6634-1715,PT GOVT LOT 2 RECD 0/RS 6688-675,6708-965 ____ ...;;,_ ___________ Address: 1 Fleet Landing Blvd. AlanlicBaach, A. 32233 Owner's interest in site of the improvement: ----"D"'--v> __ N_e_R ____________________ _ Fee Simple Titleholder (if other than owner): __________________________ _ Name: ____ ___,,.,,_----~------------------------- Contractor: -+t\-+--'(..=--e __ ~=---D_o_, __ ~-1,-~-'-l'.)....,....A,_Q_\J-) ___ ~....,....----------- Address: ~ ~ a O Co C £0(" a..-te.. s~. 6 \ vd' Telephone No.: ~04-;2.7-f.e,~// Fax No: CfO q _. I~ 7-'1<g / 3 Surety(if any) _________________________________ _ Address: ____________________ Amount of Bond$ ________ _ Telephone No: _________ _ Fax No: __________ _ Name and address of any person making a loan for the construction of the improvements Name: ___________________________________ _ Address: __________________________________ _ Phone No: __________ _ Fax No: __________ _ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: __________________________________ _ Address: __________________________________ _ Telephone No: _________ _ Fax No: __________ _ In addition to himself, owner designates the following person to receive a copy of the Uenor's Notice as provided in Section 713.06(2} (bl, Florida Statues. (FIii in at owner's option) Name: ___________________________________ _ Address: __________________________________ _ Telephone No: _________ _ Fax No: __________ _ Expiration date of Notice of Commencement (the expiration date Is one (1) year from the date of recording unless a different date Is specified): ::l 0..').\.la.,[,t ·J...b ') 2::t> i.. ,a..:. THISSPACEFORRECORDER'SUSEONLY OWNER~ a tu Signe,~ .. "9,~ {'f~ Date: tftt,[tJ Before m~--i.s=:;;,.h_ day of .}QbUA'l':-j I~ the County of Duva~ State Of Florida, has personally appeared ~)!..,$:~'1~s~"4!,1i\nlllls~)u._ _______ _ Notary Publlc at large, State of Aorlda, County of Duval. ...1 1 ~=~i::~P•~r 01..f \\« I AA~4-~~~~~ Produced Identification: _._ _,_ ~~ o, p; E ...... OIVUll2024 COMM21-0004 MIAMI· oomttii DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3 I 5-2599 www.miamidade.gov/economy 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 manufach1rer 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 l through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMP ACT 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. RENEW AL 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 teimination 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 adve1iising 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 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, T AS 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, T AS 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 O 1/04/16 and 02/11/16) E-1 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 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) Unifonn Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, T AS 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 I) 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, T AS 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 repmi on I) 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 Fenesh·ation 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) Unifonn Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, T AS 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 I. 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, ~s!imiitted under NOA No. 15-1210.01) /</:::~'-' -- E-2 //Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE I. 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 Extrnsions 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 Extrnsion 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 Fenesh·ation 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). I0-002-792(A), I0-06-M0527, 535753-09, per ASTME-84, ASTMDl929 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® Ultra clear, Clear and Color PVB Interlayers", expiring on 07 /08/19. E-3 -/7 Jorge M. Plasencia, P.E. Pioduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5 th Edition (2014) and FBC-6 th Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter ofno 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 Ishaq 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.I.", approved on 03/03/16 and expiring on 04/14/21. E-4 /,.,. Jorge M. Plasencia, P.E. P1'bduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/135° 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 PERASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PERASTM 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 UL TRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENE RGI FENESTRATION SOLUTIONS USA, INC. ORV1S1ON 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 iXARE 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. lF TABLE A: Group A B C D Anchor #12, steel SMS (G5) or 410 S.S. SMS (m!n. 11 threads/In} 1/4" Elco Ultracon 1/4" Elco 410 S.S. CreteFlex #12, steel wood screw (G5) 1/4" Elco Ultracon 1/4" Elco 410 S.S. CreteFtex 1/4'' Etco 18-8 S.S. Aggre-Gator 1/4" Elco Ultracon Substrate Frame Member Min. Edge Min. Distance Embedment P.T. Southem Pine Head/Sill/Jamb 9/16" 1-3/8" (SG=0.55) P-hook 9116" 1-3/8" Aluminum, 6063--T5• Head/SIii/Jamb 3/8" 1/8" (0.125" min. thickness) P-hook 3/8" 1/8" Steel, A36' Head/Sill/Jamb 3/8 " 0.060 " (0.060" min. thickness) P-hook 3/8 ' 0.060' Steel Stud, A653 Gr. 33• Head/SHI/Jamb 3L8" 0 .071 " (14 Ga.) (0.071" min. thickness) P-hook 3/8" 0.071" (14 Ga.) P.T. S outhern Pi ne Jamb 1" 1·3/6" (SG"'0.55) P-hook 1" 1-3/8" P.T. Southern Pine Head/SIii/Jamb 1" 1-3/8" (SG=0.55) P·hook 1" 1-3/8" P.T. Southern Pine Head/SIii/Jamb 9/16" 1·3/8" (SG==0.55) P-hook 9/16" 1-3/8" Concrete P-hook 1" 1-3/8" (min. 2 .85 ksi) Head/S Iii/Jamb 1-3/16" 1·3/8" Ungrouted CMU, Jamb 1" 1-1/4" IAS™ C-901 P-hook 1" 1-1/4" Ungrou ted CMU, Jamb 1-3/4" 1-1/4" (ASTM C·90) P-hook 1-314 " 1·114" Concrete Head/Sill/Jamb 1-3/16" 1-3/4" (min. 3.35 ksi} P-hook 1· 1-3/4" Concrete Haad/Sill/Jamb 1-1/2" 1-3/8" (min. 2 . .22 ksi) P-hook 1-1/2" 1-3/8" Ungrouted CMU, Jamb 2" 1-1/4" (ASTM C-90) P-h ook 2" 1-1/4" P.T. Southern Pine Head/Sill/Jamb 1" 1-3/8" (SG=0.55) P-hook 1" 1-3/8' Concrete Head/Sill/Jamb 2-1/2" 1-3/8' (min. 2. 85 ksi) P-hook 2-1/2" 1-3/8" Ungrouted CMU, Jamb 2-1/2" 1-1/4 " (ASTM C-90) P-hook 2-1 /2 " 1-1/4" Co ncrate Head/Sill/Jamb 2-1 /2" 1-3/4" 1/4" Elco 410 S .S. CreteFlex 1---=(m=inc..... 3;;,,;,,;•3....:.5.;.;.ks=l)_-4-_.;,,,.P.,;,,;.•ho...;.o.:.:...k --1-...::2:....;·1c.;;:/2:...• --1--....:.1·..:.:3/..:..8"_-1 Ungrouted CMU, Jamb 2-1/2'' 1-1/4 ' (ASTh1 C-90) P-hook 2-1 /2" 1-1/4" *MIN.OF 3 THREADS BEYOND T H E METAL SUBSTRAT E. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQU IREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CM U APPLICATIONS. Material Min . Fy Min. Fu steel Screw 92 ksi 120 ksi CODES/ STANDARDS USED: 410 Screw 90 ksi 110 ksi SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION • ASTM E1300-09 Elco Aggre-Gato'® Elco UltraCon® 410 SS Elco CreteFlex® 57 ksi 96 ksl 155 ksi 177 ksi 127.4 ksi 189.7 ksi 1) KNOWING THE REQUfRED 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. •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUM INUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 6063-T5 A luminum A36 Ste el Gr. 33 Steel Stud 16 ksi 22 ksl 36 ksi 58 ksi 33 ksi 45 ksi IMPACT RA TING RA TED FOR LARGE & SMA LL M ISSILE IMPACT RES ISTANCE DESIGN PRESSURE RAT ING SEE TABLES 1 , 2 & B 1 , B2 ON SHEETS 7 & 8 G E NERAL NOT ES ............. 1 EXAMPLE CONFIGS .......... 2 INSTALL DET A ILS .............. 3-6 DP/ANCHOR TABLES ........ 7-8 EXAMPLE ............................ 9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... 11-16 PANEL TYPES ................... 1 7 EXT RUS IO NS ..................... 18 ACCESSORIES .................. 19 SCREEN DET AILS ............. 2 0 PARTS LI ST.. ...................... 21 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By ~~~ Miami-1,1aae Product Control 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. ---;.=-=-~::_------r--r-------------------,-...,....-----, ~ VINYL SLIDI NG GLASS DOOR NOA (L M) ~ 1 0 /05/15 ! GENERAL NOT ES U £1 J ROSOWSKI 3) CHOOSE WHICH ANCHOR GROUP (A-D} IS MOST APPLICABLE. ANCHORS ARE DEFI NED 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 REQUlRED 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. COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 { 941 )-480-1600 GERT . OF AUTH. #29296 .. ~ UPDATED TO FBC 2017, VINYL MFG. tJ!! 11:,!l 04/05/17 ii. a:: i SGD-557o l JI NTS Ii 1 OF 21 ll~I MD-5570.0 r~~1 A A. LYNN MILLER, P.E. P.E.#58705 MAX. UNIT WIDTH MAX. UNIT WIDTH ~ MAX. UNIT WIDTH MAX. UNIT HEIGHT PER TABLES 1 & 2 t _) NOM. PANEL WIDTH PER TABLES 1 & 2 I MAX. UNIT -1 ! HEIGHT PER TABLES 1 & 2 t NOM. PANEL WIDTH PER TABLES 1 & 2 7 I I,, A Ii 3 -i MAX. UNIT 1~ HEIGHT ~ lg PER TABLES 1 & 2 ill i POCKET I U) _) NOM. PANEL WIDTH E ! ! --¾--7 PER TABLES 1 & 2 f ' I,, I,, ,~ MAX. UNIT 1 I~ I~ HEIGHT I~ ~ PER I~ lg TABLES 1 & 2 ! ! ! ill ill POCKET I U) l POCKET 1° -'y-_J _) F 4 2-PANEL CONFIGURATIONS 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH MAX. UNIT WIDTH . I MAX. UNIT WIDTH NOM. PANEL WIDTH E NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 4 --PER TABLES 1 & 2 PER TABLES 1 & 2 t ! ' t ' I,, I,, MAX. UNIT I~ ; HEIGHT ! $EE MAX. UNIT ! MAX. UNIT ! I~ NOTE HEIGHT I~ HEIGHT I~ PER 2,THIS TABLES 1 & 2 SHEET. PER TABLES 1 & 2 ! ! ! j lg PER TABLES 1 & 2 ! ! ! ! ! ~ oc lg 0 ill ill t ~ I/ POCKET I U) POCKET I U) ! t _j _j CORNER, TYP. F 6-PANEL CONFIGURATIONS 4 5-PANEL CONFIGURATIONS OlffSIDE CORNER SHOWN, INSIDE CORNER SIMILAR MAX. UNIT WIDTH i-----~----MAX. UNIT WIDTH --------- NOM. PANEL WIDTH --+~~-i PER TABLES 1 & 2 NOM. PANEL WIDTH -PER TABLES 1 & 2 t MAX. UNIT HEIGHT A 3 1 ' t I,, I~ MAX. UNIT I~ HEIGHT PER TABLES 1 & 2 I/ ~ ! ! ! ! ! lg PER TABLES 1 & 2 ! ! ill t POCKET I (I) _j · 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (P) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN 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 "X" = OPERABLE PANEL "O" = INOPERABLE PANEL "p" =POCKET ' I,, ! I~ m I~ ! ! ! ! ! I fl ill POCKET I U) _j 8-PANEL CONFIGURATIONS DLO WIDTH= NOM. PANEL WIDTH -8-9/16" NOM. PANEL WIDTH= PANEL WIDTH+ 1-3/16" DLO HEIGHT= DOOR HEIGHT -11-1/16" PANEL HEIGHT= DOOR HEIGHT -2-1/2" ~ VINYL SLIDING GLASS. DOOR NO.A, (LM) ~ 10/05/15 j EXAMPLE CONFIGURATIONS ~~ J ROSOWSKI Q a'i-l!! REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1 DETAIL LETTER COPYRIGHT© 2017 PGT INDUSTRIES, !NC. ~ NO CHANGES THIS SHEET. « ll 04105/17 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. ffi 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE= 472.656 FP L.__SHEET NUMBER ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 j SGD-5570 I NTS 11 2 OF 21 l:!i MD-5570.0 f'i A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 A. LYNN MILLER, P.E. P.E.#58705 DETAIL A1 THRU 1XWOOD INTO MASONRY DETAIL B1 ASTRAGAL FACING EXT. DETAIL C1 INTERLOCK DETAIL D1 INTO METAL METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW .. __ -_.ii cr--_-1-/4_"_M_A_X_. _____________________ FRAME W;l;~~-~-~-:E-D~-~-~-. -/491-21-------------------~•--<1 ,zlz:,=d~ I 94 MAX 28" O.C. ~~ T . ;/" EDGE .• / ' DISTANCE_?/ • , '; iL -'---'.·_--~-'--"II / ANCHOR PLATE AT e---1-fl--lli-l-lRl'I EVERY '>+--+Hf--lll>-I- ANCHOR \ LOCATION '- 1XOR2XWOOD BUCKSTRIP, SEE NOTE 3, SHEET 1 DETAIL A2 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER_ , SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE t NOTES INT02XW0OD I~ 1/4"MAX. !--o--->--1-EMBEDMENT 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) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. DAYLIGHT -OPENING 2s WIDTH 250~ SEE NOTE6, THIS SHEET 94 I I I SEE NOTE 6, THIS SHEET 29 I L _____ ....J-.. 71 ...... - 22 EXTERIOR 9 ~SEE NOTE 6, 27 o"\J THIS SHEET 31 #8 X 3/4" SMS REINFORCEMENT SCREW; 7 EMBEDMENT EDGE DISTANCE t HORIZONTAL SECTION (XXX SHOWN) -............ __ 63 PER STILE, LOCATED AT CENTERLINE AND 6", 9" & 12" FROM ENDS (FACTORY INSTALLED). TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DIST ANGE PER --~ DETAIL C2 INTERLOCK REQUIRED IF DOOR DAYLIGHT OPENING c=-WIDTH 21 EIGHT IS OVER 96" 1 22 ><l = 31 {@ ~ ·= = I ~-----~ PANEL WIDTH -_____ ...... DETAIL D2 INTO MASONRY EMBEDMENT HORIZONTAL SECTION (XO SHOWN) REINFORCEMENT TYPES (SEE NOTE 6, THIS SHEET) ...... ...... - --j '• ...... ...... ---- DETAIL B2 ASTRAGAL FACING INT. ...... SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW ---...... ___r-D------7 ---------l I INTERIOR I PRODUCT REVISED EDGE DISTANCE _J TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW CONCRETE/CMU PER ANCHOR REQUIREMENT FIXED PANEL CLIP & ANCHORS, SEE DETAIL SHEET 19 I I as complying with the Florida Building Code I □ I NOA-No. 17-0420.06 I I Expiration Date 04/14/2021 I I ?'.C> ~~I"=;';.=='==! I EXTERIOR I L ◊ _____ _J ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. ,,\ ,,, ,,,, ~o't-1 \.Lr Ntv ti/,,,,, ,,' t' _. ·'' i._1cEN.s~· ·. -~<'. ',, ' '<" -· .. .A'\ -::. FOR ALL LOCKSTILES, (JI t ASTRAGALS, FIXED '20 ' . ·'p ,-;=:::::::::--;:===:, l""T"-----------------,--,----, * / No. 58705 \ ~ i:...~+-V_I_N_Y_L _S_LI_D_IN_G_G_LA_S_S_D_O_O~R_N_O_A_(_LM~)~_.t::~']__1 O_i_05_i_15-l :t = ( ?i Z~r~,__j_ * :: STILES AND V HORIZONTAL RAILS ~ INSTALLATION, HORIZONTAL X-SECT. 1~ J ROSOWSKI '10 ··.. t /JYJ f?· :',Cf;~ a a , --·-. STATE OF _ _. ;;<1:::: 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. f ID 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTERLO~~~ I fv'I 7 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY v THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD ------===--'® , -~ . " . SY , COPYRIGHT©2017 PGTINDUSTRIES,INC. ~ NO CHANGES THIS SHEET. ~! 04/05/17 ,,,, i.S'~·---~?R'~-~.--·0~,,,' ALLRIGHTSRESERVED 1 ,,'(/oNAL E-~,,,' 1070 TECHNOLOGY DR ~ ~ ~ I 11 11111 \\ 1 I N. VENICE, FL 34275 1-1-----~~-~~---~~----'----'~-~-1 7) SEE SHEET 20 FOR SCREEN DETAILS. HD (941)-480-1600 I SGD-5570 ! NTS 3 OF 21 ~;! MD-5570.0 l!i! A A.LYNNMILLER,P.E. CERT. OF AUTH, #29296 ¼ ~, P.E# 58705 DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY 1X BUCKSTRIP INTO WOOD INTO MASONRY 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 CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE ~ DISTANCE 1--f ~ . '~· 1/4"MAX.J I I . 63 I "' I I 80 I \j c7 ANCHOR PLATE AT EVERY ANCHOR LOCATION 1/4" MAX. GROUT AS NEEDED,SEE ANCHOR NOTE 5, SHEET 1 EMBED- MENT DAYLIGHT OPENING HEIGHT EXTERIOR ¢i 13 CONCRETE/CMU ~---~ ·PER ANCHOR REQUIREMENT DETAIL F1 INTO MASONRY 33 D EMBED- MENT 1XOR2XWOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 FOR LOCKSTILES, ASTRAGALS. FIXED STILES AND HORIZONTAL RAILS FRAME~ SEE HEIGHT';===., NOTE6, THIS SHEET 1---+H+--PANEL HEIGHT EXTERIOR ¢i 82 D EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 DETAIL F2 INTO WOOD EDGE DISTANCE I EMBEDMENT EMBEDMENT L1/4" ~AX. 1/4" MAX. 8 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE 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. #8 X 3/4" SMS REINFORCEMENT SCREW; 3 PER RAIL, LOCATED AT CENTERLINE AND 9" FROM ENDS (FACTORY INSTALLED) 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. DLO WIDTH = NOM. PANEL WIDTH -8-9/16" DLO HEIGHT= DOOR HEIGHT -11-1/16" PANEL HEIGHT= DOOR HEIGHT -2-1/2" 5) SEE SHEET 20 FOR SCREEN DETAILS. SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. PRESSURE, SEE SHEETS 7 & 8. D #42 SHOWN □~17·• . 390 42 #43-45 ALSO APPLY .823 D r 1.917 _J 2-1/2" = TOTAL .060 ----o-Jf-<- f · 39:.Enl LU 3.464 .060 d Q SILLRISER \J (4-1/16" TOTAL 4.041 .060 J SILL HEIGHT ~ SILL RISER __i V(2-1/2" TOTAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET SILL HEIGHT) COPYRIGHT© 2017 PGT INDUSTRIES, INC, All RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 r.,;,, SILL RISER \'.'V (3-1 /2" TOTAL SILL HEIGHT) SILL HEIGHT) w SILL RISER l.:'.V ( 4-5/8" TOTAL SILL HEIGHT) ~ VINYL SLIDING GLASS DOOR NOA (LM) ~ 10/05/15 j INSTALLATION, VERTICAL X-SECT. i £ J ROSOWSKI Cl ~ NO CHANGES THIS SHEET. ~~ 04/05/17 (/1 (I) l j SGD-5570 ~ NTS &i 40F 21 t::1 MD-5570.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420,06 -INTERIOR EXTERIOR {\, 135" DETAIL G1 135° INSIDE CORNER 19 (4) THRU KEEPER@MAX 98 3.5" O.C., SEE SHEET 19 i} INTERIOR 135" DETAILG2 135" OUTSIDE CORNER ® 98 (4) THRU KEEPER@ MAX 3.5" 0.C., SEE SHEET 19 i} INTERIOR = 2 EXTERIOR {\, DETAIL H1 90' INSIDE CORNER 90' EXTERIOR ¢i INTERIOR ¢ 2 NOTES 2 EXTERIOR ¢i la (4) THRU KEEPER 98 @ MAX 3.5" O.C., SEE SHEET 19 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. INTERIOR 90' = ~ VINYL SLIDING GLASS DOOR NOA (LM) ~ 10/05/15 j CORNER ASTRAGAL HORIZ. X-SECT. j if, J ROSOWSKI COPYRIGHT© 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 ~ NO CHANGES THIS SHEET. ~,, n: 1l 04/05/17 . . -1 SGD-5570 ~ NTS I 5 OF 21 MD-5570.0 ~ .'1 A DETAIL H2 00· OUTSIDE CORNER {r INTERIOR EXTERIOR 9 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 OPTIONAL NON- STRUCTURAL ANCHORS FOR INTERIOR POCKET JAMB INTERIOR POCKETS MUST INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER INFILTRATION. POCKET BY OTHERS, SEE NOTE 6 BELOW. ..... ' DETAIL 11 DETAIL 12 INTO MASONRY INTO MASONRY TYP.ANCHORTYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW i,. .•• @oPT. EMBEDMEN1_J ' r-- . ~~~1/'----" , · .. ,: • . , OPT . . ;• ··. · , l•., ·'-~ I c~~~;~;E/CMU EXT~IOR EDGE --1'--PER ANCHOR V DISTANCE REQUIREMENT EXTERIOR J s(} 1/4"MAX . SEE FIG 1, THIS SHEET 31 EDGE DISTANCE· CONCRETE/CMU PER ANCHOR REQUIREMENT FIGURE 1, INTERLOCKS AT POCKETS: OPT. ANCHOR 17 OPT. FOR DOOR HEIGHTS 96" AND LESS: zi= a= 31 ~ ·~=~d FOR DOOR HEIGHTS OVER 96" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELO EDGE DISTANCE -1 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCEl OPT. ANCHOR OPT. ANCHOR DETAIL 13 INTO METAL NOTES EXTERIOR ◊ t 10 SEE FIG 1, THIS SHEET 30 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 17 OPT. 91 EXTERIOR POCKET 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. EMBE~MENT j 1/4" J MAX. SEE FIG 1, THIS SHEET 31 -17 OPT. EXTERIOR ◊ EXTERIOR POCKET COPYRIGHT© 2017 PGT INDUSTRIES, INC, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 & NO CHANGES THIS SHEET. } SGD-5570 ! NTS "' 6 OF 21 ~:\! DETAIL 14 INTO WOOD &~ 04/05/17 MD-5570,0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 TABLE 1: 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 80" 68-15116" DLO Height Door Unit Height 84" 96" 72-15116" DLO Height 84-15/16" DLO Height Lockslile Reinforcement #25 or #26 I---TA_n_c_ho-,r_G_ro_u-'p~-+----,A_n_c_h_or.-G_r_o_:up-,---+--.A_nc_h_oTr _G_ro_u.:.,p--,-1., Std. Interlock Reinforcement #27 A B C D A B C D A B C D , • 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 B1, THIS SHEET. Design Pressure +601-60 psf +60 I -60 psf +601-60 psf -# OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS r~~~;--=-~C;:;;3,:;+:-:;1TcC:.3,.;+:-:;1Tr'c3'i:+;:-;1,-;:;C;,:3+Z11,rrc;,3+:;::1,r;:C;:,:3:;+1iTi'c~3:;+1iTi~,t,~-:,r,~-:;T,~::;-fcr.3'i:+>i1l-----CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 19-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 24" DLO Jamb Width 5 5 5 5 5 5 5 5 -MIDSPAN OF PANEL). 1--~~~-+--,,7--+-=7--+-=7-+--=-7 +-7=-l-:7=-l-:7::--f---c;-J----:::---t--::-t---:::-+---:::8-t TOT AL # OF ANCHORS THROUGH THE JAMB. 5 5 5 5 P-hook Design Pressure 1-__,..:_:.:::::::::._-+__:_-1.+-,6ccO--:/..L-6:-:0.:.p_sf,J-..:._+..:_...L+6~0::-l~-i::'.60~p-s-;-f L_:._l-:_L.:::-:-.1::-::--=--:J_-=--i~ THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 c 3+1 PERPENDICULAR TO THE GLASS .. 7 8 8 8 +60/-60 psf 25--1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 30" DLO Jamb Width 5 5 5 5 55 5 5 5 5 5 5 .c P-hook 'o 7 7 7 7 7 77 8 7 8 8 8 ;:: Design Pressure +60/-60psf +601-60 psf +60/-60psf <ii 31-1/8" Head/Sill C "' 36" DLO 0.. Jamb <ii Width C P-hook '1! 0 Design Pressure z 37-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 5 5 5 5 7 7 7 7 +601-60 psf C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 5 5 5 7 7 7 C3+1 +601-60 psf C3+1 C3+1 C3+1 C3+1 5 5 5 5 7 8 8 8 C3+1 C3+1 C3+1 +60/-60psf C3+1 C3+1 C3+1 C3+1 5 8 C3+1 42" DLO Jamb Width P-hook 5 5 5 5 7 7 7 7 5 7 5 5 5 7 7 7 5 5 5 8 8 8 5 8 Design Pressure +601-60 psf / '\ +60 I -60 psf +60/-60psf 43-1/8" Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 4811 DLO Jamb Width P-hook 5 5 5 5 5 5 5 5 5 5 6 5 7 7 7 7 7 7 7 7 8 8 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 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 TABLE B1: Water-Limited (+) Design Pressure Sill Norn. Sill Max.(+) DP Riser Height Allowed None 1-11/16" SeeNote2 42 2-1/2" +38.7 psi 43 3-1/2" +60.0 psi 44 4-1/16" +60,0 psf 45 4-5/8" +60.0 psf FIG~ ; 1 : Q_lj____L.§-,J( ~ f--:r: (9 iii :r: :r: 0 DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG(OH)LENGTHIS EQUAL TO OR GREATER THAN 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" r-;:Rt=~s_,--:='-§~==-~~~::-7 ~ VINYL SLIDING GLASS DOOR NOA (LM) 1~ 10/05/15 ~ 1 ~ DP & ANCHOR QUANTITY TABLE Ii ~1 J ROSOWSKI J -+@ ~~ 04/05/17 COPYRIGHT© 2017 PGT !NDIJSTR!ES, INC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 ~ NO CHANGES THIS SHEET. . PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 ::pirati::.~;,;4/14~:021 Miami-D"1e Product Control { . TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for: Door Unit Height Glass Types 2 or 4 80" 84" 96" 10811 120" Astragal Reinforcement #29 68-15116" DLO Height 72-15116" DLO Height 84-15116" DLO Height 96-15116" DLO Height 108-15/16" DLO Height Lockstile Reinforcement #25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group HD Interlock Reinforcement #28 A B C D A B C D A B C D A B C D A B C D' Design Pressure +100/-100psf +100 I -100 psf +100/-100 psf +601-65 psf +60/-65 psf 19-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 2411 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 +1001-100 psf +100 /-100 psf +60/-65 psf +60/-65 psf 25-1/8" Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 3011 DLO Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 Width 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 I -100 psf +100/-100psf +100 I -100 psf +60/-65 psf +60/-65psf 31-1/8" Head/Sill C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 3611 DLO Jamb 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 Width 5 .c P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 t5 ~ Design Pressure +100 I -100 psf +100 I -100 psf +100/-100psf +60/-65 psi +60/-65 psf ol 37-118" Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 " ro 4211 DLO ()_ Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 <ii Width " P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 .E 0 Design Pressure +100 I -100 psf +1001-100 psf +92 I -92 psf * +60/-65psl +60/ -65 psf z 43-118" 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 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 4811 DLO Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 Design Pressure +BO/ -BO psf +B0/-80 psf +80/ -BO psf +60/65 psi +54. 1 I -5B. 7 psf 49-118" Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 54" DLO Jamb 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 Width 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +B0/-80psf +80/-80 psf +80/ -80 psf +59. 1 I -64 psf +49. 6 I -53. 7 psi 55-118" Head/Sill 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 11 DLO 5 5 5 7 5 5 5 5 6 6 8 6 6 6 8 Width Jamb 5 5 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 GROUPS B, C & D. 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. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. COPYRIGHT© 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR I ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN /PRESSURC, us,NG rnCANCHOR ous,me, USTEO BROW. SEE TAU 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 82, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS ------CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT d· MIDSPAN OF PANEL). . TOTAL# OF ANCHORS THROUGH THE JAMB. -------THE# OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG~ OH LENGTH f-DOOR ASSEMBLIES :r: INSTALLED WHERE THE (') w OVERHANG(OH)LENGTHIS :r: EQUAL TO OR GREATER THAN :r: 0 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Water-Limited (+) Design Pressure SIii Norn. Sill Max.(+) DP Riser Height Allowed None 1-11/16" See Note 2 42 2-112" +38.7 psi 43 3-1/2" +60.0 psi 44 4-1116" +80.0 psi 45 4-5/8" +100.0 psi DLO WIDTH= NOM. PANEL WIDTH -8-9/16" DLO HEIGHT= DOOR HEIGHT -11-1/16" PANEL HEIGHT= DOOR HEIGHT -2-1/2" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By /;Zf- Miam1-ua,:pe Product Control / . 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 j SGD-55701)1 NTS JI 8 OF 21 ~~1 MD-5570.0 1~~1 A A.LYNN MILLER, P.E. P.E.# 58705 EXAMPLE: 0 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION -PXXX, / FRAME JAMB REQUIRED~ HEAD SPLICE INTERIOR I CENTERLINE I CENTERLINE ~ SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, @ INTERIOR POCKETS 6., OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, --f-0----- e--CENTERLINE ~ CENTERLINE f----CENTERLINE MAX. OF PANEL 1 OF PANEL 2 OFPANEL3 PROJECT DESIGN PRESSURE REQUIRED: +48.2/-58.6 PSF = • / ' ' ' ' ,---' I ' ,-' ' 0 / / / / - 4 POCKET BY \ OTHERS, SEE / --\ I ~= ~ \ ~ ' / / NOTE6, '../ < --/ '-( I ( ' I ,. SHEET 6 - . ~~-1/ / , _/ / -, A ' 7 ~ ----::. 1/ ~ I -"+2"_/ "+2" ANCHORAGE,_/ :./ ____.j 25-3/8" MAX. 3/ 6" ANCHORAGE, "+2" ANCHORAGE, ----,.. MAX. ~ . .,--SHEET 12 SHEET12 "'< ~ SHEET12 "C3" CLUSTER, "C3" CLUSTER, END ANCHORAGE EXTERIOR ,_ "-SHEET 12 SHEET12 ✓ SEE POCKET JAMB HEAD ANCHORAGE DETAILS (MIN. 1 ANCHOR) 9 OPT. ANCHOR i EXTERIOR SPLICE NOTE: INSTALLATION ON ¢ NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX (3-TRACK) TO AID IN " BE ADDED IN-FIELD AS NEEDED TO 0 ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET.,~ SILL :~LICE INTERIOR I CENTERLINE I CENTERLINE ~SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. ----,.. MAX. ~ ~ CENTERLINE '--CENTERLINE f----CENTERLINE 'r">@ = OF PANEL 1 OFPANEL2 -OFPANEL3 ' ' / POCKET BY OTHERS;SEE / 0 0 ( 0 " Io \ I " I o ~ EXTERIOR INTERIOR / / --"-• NOTE 6, -- 0 <::} './ 0 " 0 0 0/ '-, 0/ I o o/ " 0 / SHEET6 1/ " , • , ~, • / ' ' c) ANCHO~~r__/ , --~ "+2"ANCHORAGE,__j ' I ____.j 25-3/8" MAX. ---;1/ ~ "' -----;; V ~ I -"+2" ANCHORAGE, ____..,_ 6" ~ SHEET 11 MAX. ~ v #-✓---: SHEET 11 SHEET 11 ~ "C3" CLUSTER, "C3" CLUSTER, -END ANCHORAGE EXTERIOR 21.6" " SHEET 11 SHEET 11 12" MAX. FRAME JAMB SEE POCKET JAMB (MIN. 1 ANCHOR) 9 ~ MAX. REQUIRED@ INSTALLATION ON SILL ANCHORAGE DETAILS o.c. INTERIOR POCKETS SHEET6 PXXX (3-TRACK) 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 PRODUCT REVISED as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48.2/-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE END PANEL ANCHOR EXCEPTION: NOA-No. 17-0420.06 ~, DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. ~ DISTANCE TO NEXT CLUSTER _,,__ Expiration Date 04/14/2021 TO BE 25-3/8" O.C. OR LESS By ,/z· -. Miami-Da~·yroduct Control FOR WOOD INSTALLATION USING ANY Head/SIii C3+2 V ' , ,, / / /77 ""/ ✓ / / / / -I/ /1 -/ ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb 5 :.: • '', 1 SHOWS ANCHOR REQU1REMENTS OF: P-hook 7 ✓ / / I/ ./1 = I • • -- OPT. ANCH~~' 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: v, 6"MAX. HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT ~ CENTERLINE OF ENO PANEL V 6" MAX. THE INTERLOCK/ASTRAGAL. FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE TOAID IN 7 HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT ~ MIDSPAN OF EACH PANEL. O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS \\\\11111/// ,, LY 111 ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: ,,,, o~! .... ~N 44, 1 11, SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE ,, "-..'<'· ·' GEN . ', ~<'. ,, DETAILS DETAILS ~ 'SC' ,·· \,I Sf · .. ~ ,::. MIDSPAN OF EACH PANEL. ~ ~... ··.-P --;. JAMB: 5 ANCHORS, SHEE_T 13 FOR GEN. LAYOUT. Rt~~ ~ ! VINYL SLIDING GLASS DOOR NOA (LM) ~ 10/05/15 :: --k: :' No. 58705 .': * :: FOR PRODUCT REFERENCES, ALSO SEE: P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL 1 ~1 J ROSOWSKI = : l1qt~· : = A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. M STRAIGHT DOOR EXAMPLE =:.] '-. f/v --r,,g1 {1°::--_.: er :: LOCATIONS OF CROSS-SECTION DRAWINGS. '.;. O \ 'sfArrioi! _.: /}J ~ > ~~ B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN ~ NO CHANGES THIS SHEET. 04/05/17 ✓,<'-• ·if,' COPYR1GHT©2017 PGTINDUSTRIES, INC. ✓, ~ ·•,.'"lOR\OP-.. ·· :--,' C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: ALL RIGHTS RESERVED ,, &.s-.......... ~0 ,' D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. 1070 TECHNOLOGY DR > ~, . ,111/0NAL e,,,,' HEAD & SILL: SHEET 4 N. VENICE, FL 34275 ,l! O:c, . 1I IJIJJI\\\\ E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEET 3 (941 )-480-1600 Ii SGD0 5570 ii NTS IJ 9 OF 21 1~~1 It A. LYNN MILLER, P.E. F) SHEET 21 FORA BILL OF MATERIALS. P-HOOK: SHEET 6 CERT. OF AUlH, #29296 MD-5570.0 ~ ~ A P.E.# 58705 7/16" NOM. -------j 3/16" HS GLASS\ I .090" PVB i PAINTED/ 7/16"NOM, -------j 3/16" HS GLASS\ I 3/16" HS GLASS i PAINTED/ 7/16"NOM. -------j 3/16" HS GLAss,I -"e/1---.090" SG 3/16" HS GLASS - _ _,_ __ 1--1-/1-6" NOM. 1-3/16" HS GLASS--1----- .090" PVB 3/16" tct:11'1 GLASS --1---- 7/16" AIR SPACE-·- 3/16" I GLASS 3/16" ANN GLASS\ @oR 81 · y EXTERIOR / LAMINATED SURFACE "' ----t @oR 81 ¢ EXTERIOR PRODUCT IS "EXTERIOR-I GLAZED" IF #80-81 IS TOWARDS THE EXTERIOR. I / LAMINATED SURFACE "' @oR 81 Q EXTERIOR PRODUCT IS "EXTERIOR-I GLAZED" IF #80-81 IS TOWARDS THE EXTERIOR. I PAINTED/ /LAMINATED ✓ SURFACE @oR83 ¢ EXTERIOR PRODUCT IS "EXTERIOR-I GLAZED" IF #82-83 IS TOWARDS THE EXTERIOR. I PAINTED/ LAMINATED S ACE TOWARDS THE EXTERIOR. I D 1 7/8" NOM. GLASS I BITE PRODUCT IS "EXTERIOR-I Ct GLAZED" IF #80-81 IS y INTERIOR I f~~~~~~ PRODUCT IS "INTERIOR-I t GLAZED" IF #80-81 IS I TOWARDS THE INTERIOR. I SEE NOTE2, THIS SHEET STRUCTURAL POLYISOBUTYLENE - WITH DESICCANT 85 GLASS TYPE 1 STRUCTURAL SILICONE 1/4" NOM, FOAM INT GLASS WITH DESICCANT 79 I ¢i INTERIOR I PRODUCT IS "INTERIOR-I GLAZED" IF #80-81 IS I TOWARDS THE INTERIOR. I SEE NOTE 2, THIS SHEET HOT-MELT BUTYL 3/16" NOM. INT. GLASS ---- GLASS TYPE 1A 7/8" NOM. GLASS BITE 85 I A INTERIOR I PROD~T IS "INTERIOR-' I GLAZED" IF #80-81 IS I TOWARDS THE INTERIOR. I SEE NOTE 2, THIS SHEET - --l--1--1-/1-6" NOM. I 3/16" HS GLASS --1----- .090" PVB 3/16" HS GLASS--1---- _...;. __ ,'--,''"'-'~- 7/16" AIR SPACE-- 3/16" I GLASS ¢ EXTERIOR ---- PAINTED/ LAMINATED SURFACE 7/8" NOM. ---- GLASS TYPE2 7/8" NOM, GLASS BITE f 79 85 1-1/16" NOM. 3/16" HS GLASS--'---- .090" SG--+---- 3/16" HS GLASS--'-- 7/16" AIR SPACE -- 3/16" I GLASS @oR 83 y EXTERIOR I y INTERIOR I PRODUCT IS "INTERIOR-I GLAZED" IF #82-83 IS I TOWARDS THE INTERIOR. I SEE NOTE2, THIS SHEET 86 GLASS TYPE3 "ANN"= ANNEALED "HS"= HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED as complying with the Florida PAINTED/ /LAMINATED ✓ SURFACE Building Code NOA-No. 17-0420,06 Expiration Date 04/14/2021 By=.--.<'.c:,:;,:i/!=,c=,~::i:;':,--...._ 7/8" NOM. @ KODISPACE 5 4SG TPS SUPER @ SPACER® NXT™ PRODUCT IS "EXTERIOR-I I GLAZED" IF #82-83 IS I TOWARDS THE EXTERIOR. I GLASS BITE PRODUCT IS "EXTERIOR-I I GLAZED" IF #82-83 IS TOWARDS THE EXTERIOR. I I 0 GLASS BITE ALUMINUM REINFORCEMENT POL YISO- BUTYLENE -, ~d SEAL DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL ¢i INTERIOR I PRODUCT IS "INTERIOR-I GLAZED" IF #82-83 IS j TOWARDS THE INTERIOR. I SEE NOTE 2, TH!S SHEET /// l 79 86 y INTERIOR I J)_'::lz'z;zz~'..G3i! PRODUCT IS "INTERIOR-I GLAZED" IF #82-83 1$ I TOWARDS THE INTERIOR. I SEE NOTE2, THIS SHEET 86 ROLL-FORMED STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 EXT.GLASS INT, GLASS r;:;\DURASEAL® vsPACER XL EDGE™ @ S'-'P=-A=C=-E-=-R= INT. GLASS NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE "HS" SURFACE OF A LAMINATED GLAZING UNIT IS ADHERED TO THE GLAZING LEG. COPYRIGHT© 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 ~ VINYL SLIDING GLASS DOOR NOA (LM) ~ 10105/15 j GLAZING DETAILS i a1 J ROSOWSKI Q & NO CHANGES THIS SHEET. ,,, ,l'IJ 04105/17 j SGD-5570 j NTS J 10 OF 21 MD-5570.0 SILL CLUSTER ANCHORS LAYOUT: SILL"+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGALOR PANEL INTERLOCK--,.. INTERLOCK---,... PANEL~ CENTERLINE___,... PANEL CENTERLINE ............... CENTERLINE 4" CENTERLINE 4" CENTERLINE 4" 4" I I I I ~ T ~· I ~· ~· I ~> I T 0 0 --,,; 0 ' 0 > 6 0 0 > 0 -.. EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR {\, 2-TRACK CLUSTER "C3" {\, 2-TRACK CLUSTER "CS" {\, 2-TRACK INTERMEDIATE {\, 2-TRACK INTERMEDIATE {\, 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1" ANCHOR LOCATION "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS ASTRAGALOR > 4"A. ASTRAGALOR > 4"A. PANEL > 4"A. INTERLOC~7 INTERLOC~7 PANEL PANEL > CENTERLINE CENTERLINE CENTERLINE7 CE.NTERLINE---,... 4"A. CENTERLINE7 ~ / / ~ / ~ I ~ / ~ / / ., / 0 ¥ /o " 01 / f / 0 9 0 I ' ' 0 0 0 I I I I I ' i::=3.22" 3.22" '-.... ~ I I _,_ 3.22" ~ ~3.22" EXTERIOR ___,_, EXTERIOR EXTERIOR EXTERIOR -EXTERIOR {\, 3-TRACK CLUSTER "C3" {\, 3-TRACK CLUSTER "CS" {\, 3-TRACK INTERMEDIATE {\, 3,TRACK INTERMEDIATE {\, 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1" ANCHOR LOCATION "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS ASTRAGALOR > 4", ASTRAGALOR >4", PANEL PANEL PANEL > 4", INTERLOCK___.,_ INTERLOCK--,.. CENTERLINE_____,,_ CENTERLINE ---CENTERLINE--- CENTERLINE CENTERLINE -7 " -/ / ' -~ ~ ; ' / II [t 7o / II [t n: 0 / / 0 ' 0 0 / / D: 7J / n: if / II . n: ' II / . , , > > 0 , 0 II II J Ill: IC IC d 0 0 II II ' II II II I I . . . EXTERIOR --1----3.22" EXTERIOR ----I---3.22" EXTERIOR EXTERIOR EXTERIOR ~ I---3.22" {\, 4-TRACK CLUSTER {\, 4-TRACK CLUSTER {\, 4-TRACK INTERMEDIATE {\, 4-TRACK INTERMEDIATE {\, 4-TRACK INTERMEDIATE "C3" ANCHOR LOCATIONS "CS" ANCHOR LOCATIONS "+i" ANCHOR LOCATION "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1) ALL DIMENSIONS S,HOWN ARE BASf DON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ~I'---// [D ') H<ACK"rn T<ACS ~ ,,,RAc'"'°"'"'c' ~ I DISTANCE IS 2.375" 2.375" FOR ALL SILLS: t DISTANCE IS 2.375" 2.375" FOR ALL SILLS: n 0. 'f,:) ,0 PRODUCT REVISED \\\\111111,, 0 Head/Sill C'.'(+1) as complying with the Florida ,,, '{ LYN 11 / Building Code ,,,' y,O~ ........ f/_ 4t✓, //✓,, Jamb 5 NOA-No. 17-0420.06 ,' .:;::-.-· 1,.1CEN-9,$" ',, <'.'<'. ✓ FIGURES PERTAIN TO THE FOLLOWING Sill P-hook 7 ' .· ·. ~ ~ ..:--~.. ·.--p, / CLUSTER ANCHOR LOCATIONS: ::pir:i:•~;/1~/:021 ' . - Jet~~ 1~ :: * ,: No. 58705 ·.. :: ~I'-,..// rn ~ all VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 ::: : ~:*:: I" Miami-Djt.fte Product Control ""cl: ·2 ·-.: = )ti J ROSOWSKI :: ~ ·. ~/i~-: o::= ~ ANCHOR LOCATIONS A -. •I , , ~- ::,~·-._ SATEOF /0;: >., -,, ~'5'·,,.~lOR1D~ .• ··◊~ ,' ~ ft COPYRIGHT© 2017 PGT INDUSTRIES, INC. ~ NO CHANGES THIS SHEET. 8! /'l 04/05/17 ,,///s1oN;;,i..· '2.~,,,,' ALL RIGHTS RESERVED Head/Sill Tc3T1 1070 TECHNOLOGY DR > t fl I I \ \ \ 8! I I I II I I \ \ \ Jamb 5 N. VENICE, FL 34275 O:c, P-hook 7 (941 )-480-1600 I SGD-5570 j NTS Iii 11 OF 21 I~:\' MD-5570.0 1~:\' A A. LYNN MILLER, P.E. CERT. OF AUTH. #29296 "' P.E.#58705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR 11 ASTRAGAL OR I/ PANEL INTERLOCK~ 4" INTERLOCK~ 4" PANEL~ CENTERLINE-------4" PANEL_11 4" CENTERLINE ~ CENTERLINE ;-._____ CENTERLINE I'-CENTERLINE ;-._____ I ~ I ~> ' ~, ~- I ~- I I I > , 7 I I ' EXTERIOR 3.22" EXTERIOR I 3.22" EXTERIOR EXTERIOR 3.22 11 EXTERIOR 3.22" ◊ 2-TRACK CLUSTER "C3" ◊ 2-TRACK CLUSTER "C5" ◊ 2-TRACK INTERMEDIATE ◊ 2-TRACK INTERMEDIATE ◊ 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1" ANCHOR LOCATION "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS ASTRAGALOR >4" ASTRAGALOR >4" PANEL ) INTERLOC~7 INTERLOC~7 PANEL PANEL CENTERLINE CENTERLINE CENTERLINE 7 CENTERLINE 1 -4.75" CENTERLINE7 4" ,_ ~ / ; ~ ~ / /~ ~ I ~ I ~ .... / / I/ / I I I/ I I / / ' ' I I I I I I I I ' ' 1~3.22" ----: 1--3.22" I I I ~3.22" EXTERIOR -->-1 EXTERIOR EXTERIOR EXTERIOR EXTERIOR __, ◊ ◊ ◊ 3-TRACK INTERMEDIATE ◊ 3-TRACK INTERMEDIATE ◊ 3-TRACK INTERMEDIATE 3-TRACK CLUSTER "C3" 3-TRACK CLUSTER "CS" "+1" ANCHOR LOCATION "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGALOR /4•A ASTRAGALOR /4"A PANEL PANEL -------PANEL~ /4"~ INTERLOCK_____.. INTERLOCK-----CENTERLINE------- CENTERLINE CENTERLINE CENTERLINE CENTERLINE .... -; --.... ; ; ; i:J:: / l:c I :c l: l:I: / / / / . I I l: t:c t:c l:c iJ:: / / > > / > :c i:J:: :c l:c l:c i:J:: :c :c iJ:: l:I: I I ... ... ... ,_ .... EXTERIOR --1--3.22" EXTERIOR ~ I---3.22" EXTERIOR EXTERIOR EXTERIOR ~ f--,-3.22" ◊ ◊ ◊ 4-TRACK INTERMEDIATE ◊ 4~TRACK INTERMEDIATE "+2" ◊ 4-TRACK INTERMEDIATE "+3" 4-TRACK CLUSTER 4-TRACK CLUSTER "+1" ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS "C3"ANCHOR LOCATIONS "C5"ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: + NOTES: r&'N 1?10 OJ 2) TRACK-TO-TRACK ~ 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.375" ~ t FOR ALL HEADS: t 2) TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: t "" 1/1/ \\\\I" ,r,/// "" PRODUCT REVISED '' LY 11 Head/Sill C:!'+1) as complying with the Florida ,,' ,, '(-o~'<. .... N_!v_ 4t, ///// Jamb 5 Building Code ,' :f::>_ .. -\_\CENss ·._f( // NOA-No. 17-0420.06 FIGURES PERTAIN TO THE FOLLOWING HEAD P-hook 7 '-"-r.' ·.~--:.. CLUSTER ANCHOR LOCATIONS: ' -·.p -Expiration Date04/14/2021 :: * _:' No. 58705 ·.. :-~x rn //: ~ \ -... ~ ~ VINYL SLIDING GLASS DOOR NOA (LM) 1~ 1010511s By = : /: ~: *· ~tC ~~ Mia1n1 Da~ r-roduct Control ~] \ vt -J:ii, ~'!~ -i i a:~ ~ ANCHOR LOCATIONS B It J ROSOWSKI ( -o· },_J!;lr,(Jj--;. "<'-._ S1: l'EOF : ¼ .::- Cl / ~ •• ,<-{ •• if-' > it5 //// iS',i'• . .°,F:!D.i:-.. ··0" ,,' """" /v COPYRIGHT© 2017 PGT INDUSTRIES, INC. ~ NO CHANGES THIS SHEET. o:,'l 04/05/17 ,,, 10NAL t:-~ ,,, Head/Sill (C3Jt1 ALL RIGHTS RESERVED I I \ \ \ 1070 TECHNOLOGY DR & ~~ l/111111\\\ Jamb 5 P-hook 7 N. VENICE, FL 34275 I SGD-5570 ii NTS ii 12 OF 21 1~~ 1~~ A (941 )-480-1500 MD-5570.0 A. LYNN MILLER, P.E. CERT. OF AUTH. #29296 P.E.# 58705 P-HOOK ANCHORS LAYOUT: OPT.ANCHOR~ TOAID IN ALIGNMENT OPT.ANCHOR TO AID IN ALIGNMENT NOTES: 6" MAX. 12 11 MAX. 6"MAX. 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB P-HOOK) ANCHOR LOCATIONS; t;; ,,: () 0 a. [[] Head/Sill C3+1 Jamb 5 P-hook 7 JAMB ANCHORS LAYOUT, (PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: ---:'J L. 2.375" ---:'J r:---4. 75" UlJLl lJUiJU I , , I 1.125" UL.J:LJLJLI [Il ' ' t t I 21.6" MAX. o.c. EXTERIOR ¢ 21.6" MAX. o.c. EXTERIOR ¢ 21.6" MAX. O.C. EXTERIOR ¢ Head/Sill C3+1 Jamb ( 5} P-hook 7 I ! t NOTES: • I t 6" 6" 6" AX. AX. M AX. M ~RACKFRAME JAMB ANCHORS M ~RACKFRAME JAMB ANCHORS l 4-TRACK FRAME JAMB ANCHORS 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. JAMB (3) WEEP NOTCHES PER END @ 1" X .500" (3) TRACK WEEP HOLES '--= EVERY 24"@ 1.125" X .190";_/ (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" JAMB (6) TRACK WEEP HOLES )- EVERY 24"@ 1 .125" X .190"; _/ '~ (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" SILL WEEP HOLE LAYOUT (2, 3 & 4 TRACKS) JAMB (5) WEEP NOTCHES PER END@ 1" X .500" (10) TRACK WEEP HOLES )'- EVERY 24"@ 1.125" X .190";___/ . ~ (1) WEEP NOTCH EVERY 24"@ 1.375" X .500" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 --· ~ VINYL SLIDING GLASS DOOR NOA (LM) By ,,,/ ....... ~ Miami-Da Product Control COPYRIGHT©2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 j ANCHOR LOCATIONS C ~ NO CHANGES THIS SHEET. j SGD-5570 J NTS 130F21 l~ jt J ROSOWSKI ~~ 04/05/17 MD-5570.D A.LYNN MILLER, P.E. P.E.#58705 HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: SILL 90° CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE FOLLOWING 90" CORNER SILL ANCHOR LOCATIONS: H H '--" . t> 4" 4" '- 0 / I/ A / -~ - / / I 1'-'--+-3 .22" EXTERIOR 2-TRACK 90' CORNER n "C4" ANCHOR LOCATIONS V (USE WHERE "C3" IS SPECIFIED) flAf1fl > / 4" A y EXTERIOR 3-TRACK 90" CORNER ~~ "C4" ANCHOR LOCATIONS V (USE WHERE 'C3" IS SPECIFIED) m l:f7fi . > 4" A -/ :c :c -:c :c - 4-TRACK 90" CORNER EXTERIOR "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING 90~ CORNER HEAD ANCHOR LOCATIONS: Head/Sill IC3)f 1 Jamb 5 P-hook 7 ◊ 4" 4" 4" H H I ' 'f-a-~+-3.22 " EXTERIOR 2-TRACK 90" CORNER IL "C6" ANCHOR LOCATIONS V (USE WHERE "C5" IS SPECIFIED) Flflf1fi y 'f-a--+-3.22" EXTERIOR 3-TRACK 90" CORNER IL "C6" ANCHOR LOCATIONS V . (USE WHERE "C5" IS SPECIFIED) Aflf1fffl '-r--.. ... ~ ITT . • ,, ',, 4" I/ 4" 0/ i , t / ' ~ / , 0 0 2-TRACK 90" CORNER EXTERIOR "C4' ANCHOR LOCATIONS /7_ (USE WHERE "C3" JS SPECIFIED) V '"R 'ff7n ·!... .. 4" '-... 0 I'----. ~ ,0 / 4"~ / / 0 , . y 3.22" 3-TRACK 90" CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) ""R~~, 'lri ' 1, ,, y ~ I/ 4" I/ EXTERIOR ◊ "'W1M . . 0 t ' y 4" , 4" /4 r Io / ' o, ~ / 6 0 2-TRACK 90' CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) ... R 'ff ITT 0 ./.' 4" i '-.. 4" 0 ---+-3.2211 3-TRACK 90' CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) . ~ 0 -. '- EXTERIOR ◊ EXTERIOR ◊ Head/Sill (C3)l-1 Jamb 5 P-hook 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0420.06 Expiration Date 04/14/2021 ~~ami-0·;~i··c~~~. I'--. 4" __/-' V " I, / ' - l I'-------, 0 ~ l '-/ 0 4"-' / / / o' l) I/ 1<'=====~ :0 ~======f· :0 / ,o :0 / 0 < V / .o :0 3.22" 4-TRACK 90" CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) NOTES: EXTERIOR ◊ 0 4-TRACK 90" CORNER "C4" ANCHOR LOCATION$ (USE WHERE "C3" IS SPECIFIED) 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" FOR ALL HEADS AND SILLS: F=~I I====' 2.375" t t :0 ' EXTERIOR ◊ / ' 4" < I 3.22" 4-TRACK 90" CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) JI . EXTERIOR ◊ A. LYNN MILLER, P.E. P.E.#58705 r-~=::::--.---=-----c=::-1-7 -~ ~ VINYL SLIDING GLASS DOOR NOA (LM) ~ 10/05/15 -----' M ANCHOR LOCATIONS D 1~ J ROSOWSKI J+@ COPYRIGHT© 2017 PGT INDUSTRIES, !NC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 > ~ NO CHANGES THIS SHEET. ~~ 04/05/17 I SGD-ss10IJ NTS 1!1 14 OF 21 lt~I MD-5570.o HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: F!GURES PERTAIN TO THE FOLLOWING 135° CORNER SILL ANCHOR LOCATIONS: 2-TRACK 135" CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 3-TRACK 135" CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 4-TRACK 135" CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) EXTERIOR 9 FIGURES PERTAIN TO THE FOLLOWING 135" CORNER HEAD ANCHOR LOCATIONS: Head/Sill (C3)i-1 Jamb 5 P-hook 7 4" ~--'--3.2211 2-TRACK 135" CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4" 3-TRACK 135' CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4" EXTERIOR 9 EXTERIOR 9 EXTERIOR 4-TRACK 135" CORNER "C6" ANCHOR LOCATIONS (USE WHERE "CS" IS SPECIFIED) 9 NOTES: 4" O 0 4"--1---,-.j 2-TRACK 135' CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 3-TRACK 135' CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 4" 0 4-TRACK 135° CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 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" FOR ALL HEADS AND SILLS: ~=;;i I===' 2.375" f 2.375" EXTERIOR. 9 EXTERIOR 9 4" 4"---'----' 2-TRACK 135' CORNER "C6" ANCHOR LOCATIONS (USE WHERE ·cs· IS SPECIFIED) 3.22" 3· TRACK 135" CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 0 EXTERIOR 9 EXTERIOR 9 EXTERIOR 3.22" 9 4-TRACK 135' CORNER "C6" ANCHOR LOCATIONS (USE WHERE "CS" IS SPECIFIED) 4" 4" Head/Sill (C3)!-1 Jamb 5 P-hook 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 AL YNN MILLER, P.E. P.E.#58705 ~ VINYL SLIDING GLASS DOOR NOA (LM) ~ 10/05/15 COPYRIGHT © 2017 PGT INDUSTRIES, !NC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 & ANCHOR LOCATIONS E r~ J ROSOWSKI " ' NO CHANGES THIS SHEET. ,~ 04/05/17 j SGD-5570 j NTS ! 15 OF 21 ~~ MD-5570.0 ~~ A HEAD SPLICE ANCHORS LAYOUT@ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT@ INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOWING SPLICED SILL ANCHOR LOCATIONS: SPLICE~ LOCATION 4" ; I'--- ~ I I < EXTERIOR 3.22" D 2-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) SPLICE LOCATION--------,--4.75° ~~,:~ EXTERIOR D -:i:: -~ '~--+'~ 4" 3-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) SPLICE_ LOCATION .---4.75" i:I:l===='l=~==cj i:I: ~===~~=~ :CF===:!=~==~ -f======l==e=f=====a EXTERIOR D I--->-+-4" 4-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED HEAD ANCHOR LOCATIONS: Head/Sill Jamb 5 P-hook 7 ~> EXTERIOR D SPLICE LOCATION---; , - I ---l --3.2211 2-TRACK SPLICE "CB" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) SPLICE LOCATION~! 4" , ~ -t,=;====~ :,-=~/;;:;=/, ;+~//⇒ ' -I--3.22" EXTERIOR 3-TRACK SPLICE "CB" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) b: l====~=:l:=:J/C==~ :c -EXTERIOR NOTES: -3.22" 4-TRACK SPLICE "CB" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) ~ EXTERIOR D EXTERIOR SPLICE~ LOCATION I I 0 0 ! 4" I 0 0 2-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) SPLICE LOCATION7 I I -I-~3.22" 3-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) SPLICE____,.. LOCATION -,=======I======~ 11:I====±===~ 0 0 n: F===~.~===~ n:I=======~ 0 0 to: l====FF=~ • I EXTERIOR --,.. I--3.22" _n_ 4-TRACKSPLICE V "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 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" FOR ALL HEADS AND SILLS: EXTERIOR SPLICE LOCATION~ ,i---+<-+1-4" ' 2-TRACK SPLICE "CB" ANCHOR LOCATIONS (USE WHERE "CS" IS SPECIFIED) SPLIC~--i 'y I LOCATION I / 4" ~ . I ~ "F===o==~===o=~/~ 0 9 9 0 EXTERIOR D -D: l 4" 3-TRACK SPLICE "CB" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) SPLICE LOCATION It l::;===o===~=o=:;:i:/==~ / ID: F====o=""i==~o=~/=. =!< o <f to: l====~~~=;;:;I ' EXTERIOR --3.22" D 4-TRACK SPLICE "CB" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 11 11-----'----'---I I I l Head/Sill (C3Jt-1 Jamb 5 P-hook 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/1412021 ~rami-.;£~ Co~trol ~ VINYL SLIDING GLASS DOOR NOA (LM) I~ 10/05/15 § ANCHOR LOCATIONS F 11~1 J ROSOWSKI ~ .J==:ij..'.2::::.;_+· ~ =e~~~· COPYRIGHT© 2017 PGT INDUSTRIES, INC. J! NO CHANGES THIS SHEET. &! ~ 04/05/17 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. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 j SGD-557olJ NTS J 16 OF 21 lt~l MD-5570.0 l~:!ll A PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOXIN INTERIOR OR OUT IN """ -n EXTERIOR GLAZED 7 ' ts • '.l ~ cl' SINGLE E F pp K L L INTERLOCK • ~- OUT (BOXO!IT} (BOXIN) SINGLE B H p A C C INTERLOCK " w IN (BOXOUT) {BOX/N) 0.. FIXED ::o::= RR R s s >-STILE I-(BOXOUT) (BOXIN) w LOCKSTILE n= D M J J __J W/HANDLE I-¾ (BOX OUT) (BOXfN) Cf) ASTRAGAL ~ LR T u I-BOX OUT LL. (BOXOUT) (BOXO'.-r1 IBOXOUT) w ASTRAGAL n N T u __J BOXIN =, • Cf) 1BOXIN' (BOXIN) (BOX/NJ __J OUT go~ -• • CT cs CF ASTRAGAL -I w RECEIVER -z <( IN. 90" -AT AS DF 0.. ASTRAGAL _ Fl RECEIVER • n ' OUT. 135° . VT vs VF ASTRAGAL RECEIVER IN. 135" -WT ws WF ASTRAGAL RECEIVER ".fr" LEFT J:0 RIGHT PANEL Q)t: 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. OUTSIDE 90" ASTRAGAL RECEIVER ... ·- TC SC FC ,, INSIDE 90" OUTSIDE 135° INSIDE 135" ASTRAGAL ASTRAGAL ASTRAGAL RECEIVER RECEIVER RECEIVER -• co • 7 'H' -~ TA TV TW SA sv SW FD FV FW COPYRIGHT© 2017 PGT INDUSlR!ES, INC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH. #29296 SCREEN PANEL TYPES C DOUBLE PvvvvvCL INTERLOCK M LOCKSTILE ~ J LOCKS TILE ~ SD SINGLE ~ INTERLOCK A DOUBLE ~ INTERLOCK u ASTRAGAL ~ DS DOUBLE ~ INTERLOCK @ VINYL SLIDING GLASS DOOR NOA (LM} ,~ 10/05/15 j PANEL TYPES 11~1 J ROSOWSKI i NO CHANGES THIS SHEET. ~ .s o: ,'J 04/05/17 ASTRAGAL DOUBLE INTERLOCK ASTRAGAL DOUBLE INTERLOCK LOCKSTILE LOCKSTILE SINGLE INTERLOCK PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By ./ ,,-;fo"~~,.7' Miam1-D)J-Ue "Product Control 5.875--~-i ~Cl a ~ □ .100 Cl~7 1.812 _, G) 2 TRACK HEAD/JAMB @3 TRACK HEAD/JAMB r-■------8.250-----~ .100 @ 3 TRACK SILL --------10.625 _______ ...., 5.875--~~ a a ~Cl □'~=!=! .100 @ 4 TRACK HEAD/JAMB ~7 .10 1.813 t @ 2 TRACK SILL l 1.681 1.681 1.681 tH.540 f.125 --h ,.550 s~-061 .5 ~ t -----ii---. 0 6 2 ------i i-----.930 .301 _f p 1.928 1--- FRAME SCREW ® ANCHOR PLATE @ TRACK INSERT @) INTERLOCK CAP, (j) COVER (PVC) EXTENDED POCKET ti r1.ooo ~ .062 -6231 f-.060 --1. 2.060 r 1.435 -1 r 1.613 .949~ ,£1= fl'"' l r4r=i""1 r __....ji--.062 .060 (jJ) BOTTOM RAIL @OUTER SILL @) SILL TRACK @ P-HOOK ADAPTOR SUPPORT COVER COVER h 1 .540 .s~A ti ,.540 .s~inj r~ 4~ 3.000 ______, r--------11----.062 @)EXTENDED KEEPER r--------al----. 062 @KEEPER r,,:;, REINFORCEMENT "=.Y BAR COVER @ REINFORCEMENT BAR @ FIXED PANEL CLIP .080 ~,..ji-..J--- @P-HOOK 1.125 lr2.141 1 J r====::] r,;',\ REINFORCEMENT 'el PLATE w ~, 0 ,2.8381 r 2.511-----J I ~ .-f t ___,'---,080 ===;in rnP .110 r,;;:,, TOP, BOTTOM 'c:!I AND STILE REINFORCEMENT ;-11.625 r 11.595 7 -7 1[]_5951 3.183_1 □~-125 [i.:7:96-47 2.i68 PJ [] 2.768 .400 2 768 T 1 L ==--J. 2.0 1 2s 1 .---.312 2 ·~ o . .300 =J ~ I f --1 1--.188 . ----I I--. 182 L___j 1----__/+r .120 .182 2.291-i i .100 hfl' TOP, BOTTOM ~ ANDSTILE COMPOSITE REINFORCEMENT A INTERLOCK .300 V:.'..J REINFORCEMENT, STANDARD r,;;;-, INTERLOCK .400 f,,c,\ ASTRAGAL f,rc, EXTENDED POCKET ~ REINFORCEMENT, '<:'1/REINFORCEMENT ~ INTERLOCK ADAPTER HEAVY-DUTY r -I 2.073 .099 .075 4.635 4 ·279 .100 L =w @) INTERIOR JAMB COVER [ .090 ~JI 2.1116 l , 0 LI fr--2.710~ Joi~-= ~1.875 ~f---== h-i\ INTERLOCK r,;;;,, f,,.,\ PANEL STILE, TOP '-'cY ADAPTER ,;J3' ASTRAGAL ADD-ON l::::V AND BOTTOM RAIL NOTES: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420,06 Expiration~~!!' 041,14/2021 ~~aml=~~~iEt Corrtrol 3.209 3.713 . 046 --\~ .{oo L919 t.060 1) SEE SHEET 4 FOR SILL RISERS . .300 ""21135° CORNER ~ASTRAGAL 1 .912d .065~ 1.261 @7/16" ~! 0 SQUARE BEAD r,;,:;, 135° CORNER '<:"VPASSIVE MOUNT 1.170 _.,_,~__, r,;:,,, 135° CORNER ~ ASTRAGAL CAP, EXTERIOR ~ -062 1.261 '"11 i 1 .261 '"f, ~ 1.261 @)7/16" 7 1-1/1~ @)1-1/1-;1 @BEVELED BEAD BEVELED BEAD OGEE BEAD --k-.229 r,;;;,, 135° CORNER ~ ASTRAGAL CAP, INTERIOR .173-----ip- ~1.261 (§ 1-3/167 OGEE BEAD f.m\90°CORNER ~ASTRAGAL 6il, 90° CORNER "'!I ASTRAGAL CAP EXTERIOR COPYRIGHT© 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR p L--.919 ~ 90° CORNER ".'Y ASTRAGAL CAP, INTERIOR N. VENICE, FL 34275 ( 941 ),480-1600 CERT, OF AUTH. #29296 j SGD-5570 j NTS l, " . 180F21 ~~ 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. MD-5570.0 ) CLIP ANCHOR YPE AS USED INSTALLATION, BLEA, ET 1 (3) #10 X 1.5" SMS = 1)1NSTALL' CLIP INTO <2,._ PANEL .. ,,,,,,, STILE ~ 2) INSTALL CLIP INTO FRAME JAMB & SUBSTRATE, USING4 INSTALLATION ANCHORS, SEE TABLE 1 @FIXED PANEL CLIP INSTALL ONE CLIP AT THE MIDSPAN OF EACH FIXED PANEL-TO-FRAME JAMB LOCATION. #8X1"~ SMS' BAR COVER 22 REINF. BAR 91 #8 X 1-1/4" SMS JAMB TO SILL ASSEMBLY HEADER BLOCK TO HEAD ATTACHMENT INSTALL ONE BLOCK AT EACH INTERLOCK. AT ASTRAGAL, INSTALL ONE BLOCK THAT SPANS BOTH PANELS. I I I i ; (2) 1/4" 1 95 X 2-1/4" SMS / JAMB TO HEAD ASSEMBLY (3) #8 X 90 t" SMS (4)#10 X 2" SMS 96 (4) THRU KEEPER@ MAX 3,5" O.C., SEE SHEET 19 / / KEEPER TO JAMB ATTACHMENT PRODUCT REVISED as complying with the Florida Building Code REINFORCEMENT PLATE ATTACH WITH #8 X 1-1/4" @ 34-1/2" MAX O.C. 4-PANEL, 2-TRACK OXXXSHOWN LOCKING J KEEPER 19 NOA-No. 17-0420.06 Expiration Date 04/14/2021 BOTTOM RAIL SUPPORT 11 (2)#10X 1"SMS~l THROUGH SUPPORT, 92 INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK 60 INTERLOCK CLIP COVER 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. ! VINYL SLIDING GLASS DOOR NOA (LM) g ACCESSORIES INSTALLATION ~ ,s J ROSOWSKI Q COPYRIGHT© 2017 PGT INDUSTRIES, !NC. ~ CORRECTED #96 >o &!~ 04/05/17 ALL RIGHTS RESERVED 1--+-----------------1-l------l 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 )-480-1600 CERT. OF AUTH.#29296 lo (I) .... ~ • j SGD-5570 ~ NTS ! 19 OF 21 0 !l MD-5570.0 By Mia:::m::,,_-'ao.:!a,a;-~'::::,c:=.-.=ci- BOX SCREEN DETAILS: 102 ~ 103 111 HORIZONTAL SECTION EXAMPLE D 1130R8 101 2 OR00R0 107 VERTICAL SECTION EXAMPLE 33 112 104 .a7sn 1 ·rtl --ii------.062 QBOXSCREEN l'."'.'lTOP_RAIL· 1.02orl 1 1.r[1 ----l~.062 @)BOX SCREEN INTERLOCK G306 -----i 1 .343 1 t,050~ SBOXSCREEN ASTRAGAL ADAPTER HORIZONTAL SECTION EXAMPLE 875n r ·r □ --le--.062 ~BOX SCREEN "'.'.'.YBOTTOM RAIL ~~e ----1 I--.372 9sox SCREEN SNAP-ON BUG FLAP -n.055 1.487 r f~ §BOX SCREEN SILL ADD-ON 1.020n 1 1 ·r □ ----l~.062 QBOXSCREEN \'.'.Y SIDE RAIL -----i 1.373 i---T63 1.833 LJ SBOXSCREEN OXO ASTRAGAL ADAPTER ---i 1..4s7 1 ·~ 1.510 i_= .060 @)BOX SCREEN HEAD AND JAMB ADD-ON STANDARD SCREEN DETAILS: 121 ri133) /e 123 132 HORIZONTAL SECTION EXAMPLE 131 121 122 HORIZONTAL SECTION EXAMPLE 1.081 1 i---r4~l -7 ,-1.081 41:_y, 1 .202 -i--~1 J @) OR 120 VERTICAL SECTION EXAMPLE COPYRIGHT© 2017 PGT INDUSTRIES, !NC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT, OF AUTH. #29290 77578 ~1--,050 QSCREEN ~FRAME ~1---,050 QSCREEN 1'.=Ys1DE RAIL, 7]~5 .045~ QSCREENOXO \.'.:1/ASTRAGAL ADAPTER RAIL LATCH h 1 .725 .765::[e r~__,___ .040 QSCREEN VINYL VASTRAGAL ADAPTER -g 1.435 1 .lr~.062 r:::::-,FRAMESILL vSCREEN ADD-ON NOTES: 1) ALL DIMENSIONS IN INCHES. ~ VINYL SLIDING GLASS DOOR NOA (LM) ! 10/05/15 l SCREEN DETAILS ~ ~ J ROSOWSKI Q ~ NO CHANGES THIS SHEET. ~! 04/05/17 NTS I 20 OF 21 t!i MD-5570.0 ~ Ji A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 TABLE C: # Part# 19001 2 19002 3 19025 4 19026 5 19027 6 19028 7 19009 8 19031 9 19007 10 19084 11 19036 12 19006A 13 19011 17 19032 18 19020 19 19047M 20 19029M 21 19014 22 19030 23 19037M 24 19035M 25 19017M 26 19046 27 19018M 28 19013M 29 19019M 30 19083 31 19005 32 19008 33 19004 34 19040 35 19076 36 19077 37 19079 38 19080 39 19078 40 19081 41 19082 NOTES: Description 2-Track Head/Jamb 2-Track Sill 3-Track Head/Jamb 3-Track Sill 4-Track Head/Jamb 4-Track Sill Frame Screw Cover Anchor Plate Track Insert Interlock Cap -Extended Pocket Bottom Rail Support Outer Sill Cover Sill Track Cover P-Hook Adapter P-Hook Extended Keeper Keeper Reinbrcement Bar Cover Reinforcement Bar Fixed Panel Clip Reinforcement Plate Top Rail, Bottom Rail and Lockstile Reinforcement Interlock .300 Reinforcement, Std. lntertock .400 Reinforcement, HD Astragal Reinforcement Extended Pocket Interlock Adaptor lntertock Adaptor Astragal Add-on Panel Stile, Top/Bottom Rail Interior Jamb Co\18r 135' Corner Astragal 135' Corner Astragal Passive Mount 135" Comer Astragal Cap• Ext. 135' Corner Astragal Cap• Int. 90' Corner Astragal 90° Corner Astragal Cap -Ext. 90° Corner Astra gal Cap • Int. Material Rigid PVC Rigid PVC Rigid PVC Rigid PVC Rigid PVC Rigid PVC Rigid PVC 6063-T6 Alum. 6063-TB Alum. Rigid PVC 6063-TB Alum. 6063-T6 Alum. Rigid PVC 6063-TB Alum. 6063-T6 Alum. 6063-TB Alum. 6063-TB Alum. Rigid PVC 6005-T5 Alum. 6063-TB Alum. 6063-T6 Alum. 6005-T5 Alum. Composite 6005-T5 Alum. 6005-T5 Alum. 6005-T5 Alum. 6063-T6 Alum. Rigid PVC Rigid PVC Rigid PVC 6063-T6 Alum. 6063-T6 Alum. 6063-T6 Alum. Rigid PVC Rigid PVC 6063-T6 Alum. Rigid PVC Rigid PVC 1) ITEMS #14-16, 46-49, 53-59, 73, 74 & 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. # Part# 42 19085 43 19022A 44 19023A 45 19024A 50 718609W 51 71695K 52 71696 60 419041 61 78153X 62 78153N 63 78X75FPTX 64 419042 65 48052 66 44385 67 76X114FPTX 68 71696G 69 78185X 70 71032X1FPFX 71 varles 72 19054 75 76 77 78 79 80 19090 81 82 19044 83 19045 84 19016 85 71725K 86 71726K 90 781PSTX 91 78X114PHPT410X 92 710X1PHPT18-8X 93 710X115PPX 94 710X2.5PHPT18-8X 95 71420X2.25FPFX 96 710X1.75PPX 97 710X34PPX 98 710X2PPX Description Sill Riser -(2-1/2") Sill Riser -(3-112") Sill Riser -(4-1116") Sill Riser • ( 4-518") .187" x .320" Finseal (Stile) 1-1/2" x 1" x 3/4" Fin Seal Dust Plug Dust Plug Interlock Clip Cover Tandem Roller Assembly Tandem Roller Assembly #8 x 314" Ph. FH SMS @ Roller & Reinf. Frame Header Block Roller Adj. Hole Plug 4 Hole Bumper Stop #6 x 1-1/4" Ph. FH SMS @Bumper Stop Sill Plug Gemini Mortise Lock w/long Trim plate 10-32 x 1" Ph. FH MS @ Lock Handle Kit Interlock Retainer Clip Kommerting 4SG TPS Spacer System Quanex Super Spacer nXT with Hot Melt Butyl Quanex Duraseal Cardinal XL Edge Spacer Dow Coming 995 or GE-7700 Backbedding 7/16" Square Bead 7116" Beveled Bead 1-1/16" Beveled Bead 1-1/16" Ogee Bead 1-3116" Ogee Bead Setting Block 112" x 4" x 1116", 85 +/-5 duro. Setting Block 1" x 4" x 1/16", 85 +/-5 duro. #8 x 1" Ph. PH SMS @ Frame Assembly #8 x 1-1/4" Ph. PH SMS @ Reinf Bar #10 x 1" Ph. PH SMS @ Rail Support #10 x 1-112" Ph. PH SMS@ Fxd. Pnl. Clip #10 x 2-112" Ph. PH SMS@ Reinf Plate/Ast. #12 x 2-114'' Ph. PH SMS @Hdr. Block #10 x 1-314" Ph. FH SMS @Ast. Mount #10 x 314" Ph. PH SMS@ Ext. Pkt. Int. . #10 x 2" Ph. FH SMS @Keeper Material 6063-TB Alum. 6063-TS Alum. 6063-TB Alum. 6063-TS Alum. PVC ss Nylon ss Nylon PVC PVC ss PVC Steel/SS ss Cast Zinc Nylon See Sheet 10 for Materials Silicone Rigid PVC Rigid PVC Rigid PVC Rigid PVC Rigid PVC Neoprene Neoprene ss ss ss ss ss ss ss ss ss TABLED: BOX SCREEN # Part# Descliption Material 100 12256 Box Screen Top Rail 6063 T5 Al 101 12257 Box Screen Bottom Rail 6063 TSAI 102 12258 Box Screen Side Rail 6063 T5 Al 103 64428 Box Screen Interlock 6063TB Al 104 17347A Box Screen Snap-on Bug Flap 6063 T6 Al 105 64345 Box Screen 0)«) Astragal Adapter 6063 TB Al 106 17349 Box Screen Astragal Adapter 6063 T5 Al 107 19039 Box Screen Frame Sill Add-on 6063 T6 Al 108 19038 Box Screen Head/Jamb Add-on 6063 T6AI 109 720X1X #14-20 x 1" MS@ Top Rail ss 110 720X112X #14-20 x 1-1/2" MS@ Bottom Rail ss 111 71793G Wstp, .270" x .150" -Rn Seal 112 61805K Wstp, .187" x . 5oa· @ Bug Flap 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Roller ss 115 wries Screen Locking Harc!Nare Steel 116 419053 Screen Keeper Steel 117 76X1PPA #6 x 1" Ph. PH SMS Steel 118 169213/4 Screen Spline-.150" & .165" Vinyl 119 1816C20 Screen Oath Fiberglass TABLE E: STANDARD SCREEN # 120 121 122 123 124 125 126 127 128 129 130 131 132 133 Part# Description 12033 Screen Frame Rail 12026A Screen Frame -Side Rail (Latch) 17363 Screen OXO Astragal Adapter 4853K Screen Vinyl Astragal Adapter 190128 Frame Sill Screen Add-on 6FP95K Bug Flap, 85 +/-5 duro. 78X112PSATS #8 x 1-1/2" Ph. PH SMS (Assembly) 712027 Corner Key Wheel Assembly (Standard) 712027SS Corner Key Wheel Assembly (HD) varies Screen Locking Hardware 710Xl4PPSDAX #10 x 3/4" Ph. PH SMS @ Screen Ast. 78X12PPSMSX #8 x 112" Ph. PH SMS @ Door Ast. 1692/314 1816C20 Screen Spline -.145 11 Screen Cloth PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration D~Je1>4/14/2021 ~ VINYL SLIDING GLASS DOOR NOA (LM) I~ 10/05/15 ~/ By::?"f~~=.:.:..:;,;:,:=.::.._.... Miami-~e Product Control ~ PARTS LIST 11~1 J ROSOWSKI COPYRIGHT© 2017 PGT INDUSTRIES, INC. i NO CHANGES THIS SHEET. i~ 04/05/17 All RIGHTS RESERVED 1070 TECHNOLOGY DR Material 6063 T5 Al 6063 T5AI 6063 T6 Al Rigid PVC 6063 T6 Al Vinyl ss Nylon ss· Steel ss ss Vinyl Fiberglass N. VENICE, FL 34275 (941 )-480-1600 j SGD-557o[J[ NTS [JT 21 OF 21 ft~[ MD-5570.o [f~[ A A.LYNN MILLER, P.E. GERT. OF AUTH. #2929$ P.E.# 58705