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10 10th St 46 RES20-0217 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: DEERY PHYLLIS A 10 10TH ST 46 ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: HOMERITE WINDOWS AND DOORS 4801 Executive Park CT N JACKSONVILLE FL 32216 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170237 0104 THE CLOISTER CONDOMINIUM JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 10 10TH ST Unit 46 RESIDENTIAL WINDOWS/DOORS TWO SLIDING GLASS DOORS $15000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $130.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $65.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.93 STATE DCA SURCHARGE 455-0000-208-0600 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: 8/21/2020 PERMIT NUMBER RES20-0217 ISSUED: 8/21/2020 EXPIRES: 2/17/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $199.93 2 of 2Issued Date: 8/21/2020 PERMIT NUMBER RES20-0217 ISSUED: 8/21/2020 EXPIRES: 2/17/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $204.86 RES20-0217 Address: 10 10TH ST Unit 46 APN: 170237 0104 $204.86 BUILDING $130.00 BUILDING PERMIT 455-0000-322-1000 0 $130.00 BUILDING PLAN REVIEW $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $65.00 STATE SURCHARGES $9.86 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.93 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.93 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R12918 $204.86 Printed: Friday, August 21, 2020 2:01 PM Date Paid: Friday, August 21, 2020 Paid By: HOMERITE WINDOWS AND DOORS Pay Method: CREDIT CARD 355197732 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R12918 I /~·~ Building Permit Application City of Atlantic Beach Building Department 800 Se minole Road , Atlantic Beach, FL 32233 Phone : (904} 247-5826 Email : Bu i ldi ng -Oept@coab.us Updated J0/9/18 .. AU INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED . Job Address : LO ±M,uff.1, ►} e, l{(o Pe r mi t Number: • __ ; t> "'· r ... rr.. u.~ ~ ()f/2. Bli ~q J'P -f6\' Legal Demipti on rto ~2 S-ZQ/f nu et..a,"f.fv ltM.M2(,(/ M, /4,ldC-' P·~ REIi ________ _ Valuation of Work (Repla cement Cost) $ l :S:oci:) Heated/Cooled SF / <o5' C( Non-Heated/Cooled JC;, S1:{ • Class of W o rk: □New □Additi on □Alteration □Repa i r □Move □Demo □Poo l tJWindow/Door • Use of ex isting/proposed struct ure(s): □Commercial ~sidential • If an existing stru ctu re, is a fire sprinkler system installed?: • □Yes Qflfo • W I tre No Describe In detail the type of work to be performed : Owner or Agent (If A nt, Power of Attorney or Agency Letter Requ ired) __________________ _ Contractor Information f) Name ofCompany!kvo .J:.!: W ~Wtl ~ualify ingAgent tU£.i1 J)Q O <" ~ Address tP:x:o{ G,k';'s;;;j\J;_/£ 6[;_ fll/J.1&:, -i'iifaty ifa..r State ?v,.... Zip UZI~ Office Phone 2 q,_zLD< Job Site Co ntact Number t. h2 -1 2 2 -1 [11 State Certification/Registration II ¼Ce(51 1...'l r:1 E-Mail / C..f C11( tc,l Qi&(@ · hlMIPC<'bl ..0 d} t ( YK,1.. Architect Name & Pho ne II ________________________________ _ Engi neer's Name & Phone"---+--,.-----.---++-----,----------------,--~-- Workers Compensation Insu r er ~~~a...:i::0.'--'Jl.(hjt:i\_.l:'.!:f:1(.J2~~WIQ.. OR Exempt o Exp iration Date -~4-L.ko~~- Application i s hereby made to obtain a permit to do t he wor k an d ins allati ons as i ndicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will b e performed to meet the standards of all t he l aws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLU MBING, SIGNS, WELLS, POOLS, FURNA CES, BOILERS, HEATERS, TANK S, and AIR CONDITIONERS, etc. NOTICE : In addition to the requirements of this p ermit, 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. OWNER'S AFFIDAVIT: I certif y that all the foregoing information is accu r ate and that all work will be done i n compliance with all appli cable laws regulati ng co nstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND RES20-0217 NOTICE OF COMMENCEMENT (PREPARE IN DVPUCATE) Pennit No . .,.,.-----------State of_Flonda ___________ _ Tax Folio No. ___ ......._l ..,J()......_.-Z--=---'""'1'--1-'-'---'0::;...w,l,0 ... <-{ __ Countyof __ buv_.,;__ ___________ _ To whom It may concern: The undersigned her.by Informs you that Improvements wlll be made to certain real pro.,.ny, and In accorda~ with 8ectlon 713 of the Flor1da Statutes, the following lnformatton Is stated In this NOTICE OF COMMENC!MENT. General description of improvements: Replacing ,r ...,o Ot0ors. Size for size. "'":. .... Pb~[~= a ,Ji; t.i!e Mc.,.,;.fr,. &2,-~ ?t1z i--, 3 Owner's interest In site of the Improvement _P_ri_m_a...;ry~r_e_si_d_e_nce _______________ _ Fee Simple Titleholder (If other than owner) _____________________ _ Name ________________________________ _ A~ress _______________________________ _ Contractor Homerite Windows and Doors Address 4801 Executive Park Court Bldg.200 Suite 200 Jacksonville, FL 32216 Phone No. 804-296-.2515 Fax No. _9_04_-2...;96-;.;.,.;2;;.;;5.;;.28;__ _________ _ Surety(rfany) _____________________________ _ A~ress __________________ J" ntofbond$. _______ _ Phone No. _____________ Fax No. ______________ _ Name and address of any person malting a loen 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 notioes or other documents may be served: Name ________________________________ _ Address _______________________________ _ Phone 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) (b), Florida StaMes. (FHI In at Owner's option). Name ________________________________ _ Address _______________________________ _ Phone No. ____________ Fax No. _______________ _ Expiration date of Notice of Commencement (the expiration date is one ( 1) year from the date of recording unless a difl'erent date is specified):-------------,,.....--------------- T HIS SPACE FOR RECORDER'S USE ONLY -. PRODUCT APPR~V AL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: €h1 {(t s t>Rm l~ Permit # __ _ Project Address: ___ .....,{ O.____.,~__;;....___,.~---'---__ £ ........ +-=--ffs::._1( __ ~ ___ Ai{ ............... ·~<1i:1_.__/4 ..... c --'a-e.._.&----....A ________ z ...... ~;i_-:r ....... 2_ As required by Florida Statute S 53 .842 and Florida Administrative Code Rule 9B-12, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact · your product supplier if you do not lmow the product approval number for any of the applicable listed products. Information regarding statewide rodu al be b . d fl .dabuild" ): ctapprov may o taine at: WWW. Ort m2.or2. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2 . Sliding ()&-(" t'J'X ~t\ -:±:::-"~ 75 I. 't 3. Sectional .~ 4. Roll up S. Automatic 6. Other B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4 . Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9.Mullion ' 10 . Wmd breaker 11. Dual action RES20-0217 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H. NEW EXTERIOR ENVELOPE PRODUCTS i ~ J 1. J \ ) ;.. - 2. . 7 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturers printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) .;J.'($ ignature) Company Name: ~<C( W \N ,)i..J)ou:55 ~ ~7 Mailing Address: ?f:~J ( t<;, >< 0 ~ I A. J;v .1) Ro./'/.._ Of. ~ koO $ LA ( ~.JI ZD 1 City: s ~(! kSM. \}[(Co State: 1 22-{~ Zip Code: 3Z-Uw Telephone Number: ( Cb:{) Z, PG-2=£:{C: Fax Number: ( qolf ) 2-Q{i._. 2 ~ Z--¥ CellPhoneNumber:('llf() Z 11i-5:P 1 L :&mailAddress: o c.la.ytM.J)g,@)U())(,lQ ,/f..P wcP , c"7v-- /J_ +fl I ·---:.--. -- 7/2/2020 Property Appraiser -Property Details + DEERY PHYLLIS A LIFE ESTATE 10 10TH ST 46 Primary Site Address 10 10TH ST46 Official Record Book/Page 17982-01483 ATLANTIC BEACH , FL 32233 LAGNER JENNIFER DEERY Atlantic Beach FL 32233 1010TH ST Prooertv Detail RE# 170237-0104 Tax District US03 Pro~!'.tf Use 0400 Residentia l Condo # of Buildings 1 legal Desc . For full legal description see Land & Legal section below Subdivision 03376 Tl-IE CLOISTER CONDOMINIU M Total A.rea 0 The sale of this property may resu lt In higher property taxes. For more Information go to Save Our Homes and our !!Q~!!Y. Tax Estimator . 'In Progress' property values, exemptions and other supporting information on this page are part of the working tax roll and are subject to change. Certified values listed in the Value Summary are those certified in October, but may include any official changes made after certification Learn how the Pro~tlY..!!P.Rraiser's Office va lues P.!Q~tlY~ . + Taxable Values and Exemptions -In Progress VI S a ue ummary Value Description Value Method Total Building Value Extra Feature Value Land Value (Market) Land Valu~ (~gr!f:) Just (Market) Value Assessed Value Cap Diff / Portability Amt Exem11tions Taxable Value 2019 Certified Condo $625,200.00 $0.00 $0.00 $0.00 $625,200.00 $625,200.00 $0.00 I $0.00 $50,500.00 $574,700.00 Tile# 9416 2020 In Prnnress Condo $625,200.00 $0.00 $0.00 $0.00 $625,200.00 $625,200.00 $0.00 I $0.oo See below See below If there are no exemptions applicable to a taxing authority, the Taxable Value ls the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Va lue SJRWMD/FIND Taxable Value School Taxab le Value ~.Y.~I~·~·--· ...................................................... $625,200.00 .~.Y.a.!u,~ ............................................................ $625,200.00 Assessed. Va lue ........................................................ $625,200.00 Homestead. (HX) ........................................................ •. $25,000 .00 Homestead. (HX) ................................... -.................. •. $25,000.00 Homestead .(HXl...................... . ......................... •. $25,000.00 Homestead. Banding .196.03l(l)(b).(HB) ......... -. $25,000 .00 Homestead .Banding .. 196.031(1)(b) .(HB) .......... -. $25,000.00 Widow .(WF) .................................................................. : .. ~~.~ ... ~. ~ (WF) ...................................................................... • .$500.00 Widow.(WFl......... . ........................................................ -. $500.00 Taxable Value $599,700.00 Taxable Value $574,700.00 Taxable Value $574,700.00 Sa les Historv ~ Book/Page Sale Date I Sale Price 17982-01483 5/4/2017 $100.00 Deed Instrument Ty~ Code WO -Warranty Deed Qualified/Un9ualified Unqualified Vacant/Improved Improved 1781§;:QQ~09 12/15/2016 13787-01900 1/29/2007 06939-00866 7/18/1990 04611-00251 4/10/1978 04§11-00247 4/6/1978 04611-00249 4/6/1978 04182-00623 6/29/1976 + Extra Features No data found for this section + Land & Legal Land No data found for this section + Condomi niums Condominium Details $750,000 .00 WD -Warranty Deed $755,000.00 WO -Warranty Deed $170,000.00 WO -Warranty Deed $80,500.00 WO • Warranty Deed $100.00 QC -Quit Claim $100.00 QC -Quit Claim $66,500.00 WO -Warranty Deed .......... £2!!:!Pk!. Cloist~.r {The) ..... -·· -·· . ··--........ ~."..i~.!:'f~~. FLT/INSIDE/STD .... ·-········-.. -·· ... _ ...... . ...... "..~~~ Ocean Front Beds 3 ............... -..... ·····--· ......................... . Baths 2.0 . ........................................... Amenities + Buildings Building 1 Amenity Units 0 Bui lding 1 Site Address I No information available https://paopropertysearch .coj .neVBasic/Detail.aspx?RE= 1702370104 Qualified Improved Qualified Improved Qualified Improved Unqualified Improved Unqualified Improved Unqualified Improved Unqualified Improved L al LN Legal Description 1 l6·2S·29E 2 THE CLOISTER CONDOMINIUM 3 DWEWNG UNIT 46 4 0/R BK 6939-866 1/2 7/2/2020 10 10TH ST Unit 46 Atlantic Beach Fl 32233 Bu ilding Type Year Built Building Value 0401 -CONDOMINIUM 1975 $625,200.00 !Y~ Gross Area Heat ed Area Effective Area I Base Arec Total 1654 1 1654 1 1654 1654 1654 1654 Property Appraiser -Property Details j No information available 2019 Notice of Prooosed Pro,...-tv Taxes Notice (TRIM Notice) Taxing District Assessed Value Exemptions Taxable Va lue Last Year Gen Govt Beaches $625,200.00 $50,500.00 $574,700.00 $4,684.49 Public Schools: By State Law $625,200.00 $25,500.00 $599,700.00 $2,425.79 By Loca l Board $625,200.00 $25,500.00 $599,700.00 $1,348.13 Fl lnland Navigation Dist. $625,200.00 $50,500.00 $574,700.00 $18.39 Atlantic Beach $625,200.00 $50,500.00 $574,700.00 $1,855.42 Water Mgmt Dist. SJRWMD $625,200.00 $50,500.00 $574,700.00 $147.24 Gen Gov Voted $625,200.00 $50,500.00 $574,700.00 $0.00 School Board Voted $625,200.00 $25,500.00 $599,700.00 $0.00 Urban Service Dist3 $625,200.00 $50,500.00 $574,700.00 $0.00 Totals $10,479.46 Proposed Rolled-back $4,684.49 $4,437.60 $2,340.03 $2,276.46 $1,348.13 $1,265.13 $18.39 $17.47 $1,855.42 $1,762.20 $138.73 $138.73 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10,385.19 $9,897.59 Description Just Value Assessed Value Exemptions Taxable Value Last Year $625,200.00 $625,200.00 $50,500.00 $574,700.00 Current Year $625,200.00 $625,200.00 $50,500.00 $574,700.00 2019 TRIM Pro~~ Reco rd Card (PRC). This PRC reflects property details and va lues at the t ime of the original mai ling of the Not ices of Proposed Property Taxes (TRIM Notices) in August. Property Reco rd Ca rd (PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certi fi cation in October of the year listed. 2019 2018 2017 2016 2015 2014 + • To obt ain a historic Property Record Ca rd (PRC) from the Property Appraiser's Office, submit your request here: J More Information ontact Us I Parcel Tax Record I GIS Map I Mapjl&propertyyr,Gooqle Map2 I CLtv. Fees Record https://paopropertysearch.coj.neVBasic/Detail .aspx?RE =1702370104 I I I I I I I I I I 2/2 Customer Name: Job Address: Municipality: Parcel ID: Product Information: FL#'s FL#'s FL#'s FL#'s no111eRite· Wi n do ws and Door s Pete Ruvarac Product Specialist 480 I Executive Pat1< Court N. • Bldg. 200 • Surte 207 Jad<sotMlle, Fl )2216 email: prvvarac@homentewd.com www Homl!RiteJacksonwle com FL#'s FL#'s FL#'s 90'1.296 2S15 Fax 904.296 2528 CeU 94 1.275 5872 CGC 1512727 FLOOR PLAN MAP OF WORK TO BE COMPLETED ,· ---( A L ·~ \ "": l~ Jt -r (( {' 7J', I l ' ',(/ y '{ J (~ v --. s ~t> I ti ~t) X r; -f', )'q . . " -...., I ,. / ;,/1 I .......... '-I H l J Fl 1/ l ,· l~ -, N lA .,, ,( A. ~ '?,, ;'., I I ! ,,Y:. t(; - I .,... I Salespeople MUST draw a clear and concise m ap of the house that perta i ns to the work to be done with room names Mark single window openings with a single x, double window openings with an xx etc ..... Write the size of the opening next to the opening mark Write the style next to the opening using the style code s listed below 0 *VERY IMPORTANT WHEN REFERRING TO RIGHT OR LEFT SPECS ALWAYS VIEW PRODUCT FROM THE EXTERIOR••• MIAMI-~ t❖i•,~ii'i 'iii/I DEPARTMENT OF REGULATORY AND ECO NOMJC RESOURCES (RER) BOARD AND CODE ADMlNISTRA T ION DIVIS ION NO T I CE O F ACCEP TANCE N O A PGT Industri es, Inc. 1070 Techno logy Driv e, No rth Venic e, Fl. 34275 S C OPE: MIAM1-DADE COUNTY PRODUCT CONTRO L SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.minmidadc.gov/eco nomy This NOA is bei ng issued under the app licable rules and regulations governing the use of construction m aterials. The documen tation submitted bas been rev iewed an d accepted by Miami-Dad e County RER-Produc t Con trol Section to be used in Miami Dade County and o ther areas where allowed by the Authority H aving Jurisdiction (AHJ). T hi s NOA shall not be valid after the expir ation date stated below. The Miami-Da de County Product Control Sect ion (In M iami Dade County) and/or t he AHJ (in areas other th an Miam i Dade County) reserve t he right to have this product or material tested for q u ality assurance p urposes. If this product or material fails to perform in the accepted man ner, the manufacturer w i ll incur the expen se of such testing a nd the AfJJ may im med iately revoke, modify, or suspend the use of such product or material within their juri sdiction. RER r eserves the ri g ht t o revoke th is acceptance, if it is determined by Miami-Dad e County Product Control Section that this product or material fail s to meet the requirements of the applicable building code. This product is approved as descr ibed herein, and has been designed to comply with the Flor ida B u ild ing Code, incl uding the High Velocity Hurricane Zone. D ESCRJPTION: Se ries "547 0" Vi nyl S liding Glass Doo r (Reinforced)-N.I. APPR OVAL D OCUMENT: D rawing No. SGD~547 0, titled ''V inyl S lidi n g Glass Door NOA (NI)", sheets 1 t hro u gh 21 of 21, pr epared by ma nufactu rer, dated 10/05/15, with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P.E., bearing the Miami-D ade County P roduct Control Revision stam p with the Notice of Acceptance number and exp iration date by the Miami-Dade County Product Control Section. MISSILE l ~IPACT RATING : None: Approve d Hur ri cane Protection devices, compJyin g w/ FBC, as applicabl e a re required . LABELING: Each unit shall bear a pennanen t la bel with t he manufacturer's name or logo, city, state and series and following statement: "Miami-Dade Cou nty Product Control Approved", noted herei n. RENEW AL of this NOA s hall be considered after a renewal application has been filed a nd there has been no c ha nge in t he a p p li cable build ing code negatively affect ing the performance of this product. TERMINATION of this NOA w ill occur after the expiration date or if ther e has been a r evision o r change in the materials, use, and/or manufacture of t he product or process. Misuse of this NOA a s a n endorsement of any product, for sales, advertising o r any other p u rposes shall automatica ll y terminate this NOA. Failure t o comply w ith any sect ion of this NOA shaU be cause for termi nation and removal of NOA. ADVERTIS EMENT : The NOA number preceded by the words Miami-Dade County, Florida, an d followed by the expir atio n date may be d isplayed in advertising liter ature. If any porti on of the NOA is disp layed, then it shall be done in its entirety. INSPECTION: A copy of this ent ir e NOA shall be provided to the user by the manufact urer or its distributors and s ha ll be avail able for inspection at the j ob site at the request of the B uilding Official. T h is NOA r evis es NOA #1 5-1210.02 and consist s of this page I , and evidence pages E-1 & E-2, as well as approval d ocument mentioned a bove. The submitted docu mentation was r eviewed by J orge M. P l asen cia, P.E. N OA No. 17-0420.0 7 Expira tio n Date: April 2 1, 2 02 1 Approval Date: S eptem b er 28, 2 017 P age I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A . DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0107.09) 2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass D oor N OA (NI)", sheet s 1 through 21 of 21, prepared by manufacturer, d ated 10/05/15, with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test rep ort on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FB C, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) 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 6637 (samples A-1 thru A -5), dated 11 /19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.09) 2 . Additional test r epo1t No. FTL 6638 (samples A-1 thru A-22) per TAS 201/203-94, issued by Fenestration T esti ng Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No.11-0107.04) 3 . Additional t est report No. FTL 87 17, issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/ 15/16 and 02/24/16, signed and sealed by Idalmis O1tega, P. E. (Sub mitted under NOA No. 15-1210.01) 4. Addition al test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOANo.15-1210.01) 5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No.15-1210.01) 6. Additional test report No. FTL 8548 issu ed by Fenestration T esting Lab, Inc., dated 12/04/15, revised on 01/04/16 and 02/1 1/16, signed and sealed by Idalmis O1tega, P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No. FTL 8549 issued by Fenestration T esting Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No.15-1210.01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOANo.15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2014, prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed b Anthony L. Miller, P .E. (Submitted under NOA No.15-121 0.02) E-1 Jorge M. Plasencia, P.E. Pro uc t Control U nit Supervisor NOA No. 17-0420.07 Expiration Date: Apri l 21, 2021 Approval Date: September 28, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic R esources (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, expuing 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 Solution s 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 S olution s USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" d ated 08/10/17, expiring on 02/28/18. 7. Testrep011s No(s). l 0-002-792(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) F. STATEMENTS 1. Statement letter of conformance with FBC-Sth E dition (2014) and FBC-61h Edition (2017), issued by manufacturer, dated 08/1 4/17, signed & sealed by Lynn M iller, P.E. 2. Statement letter of no financial interest, dat ed 04/18/17, issued by manufacturer, signed & sealed by Lynn M iller, P.E. 3. Letter of lab compliance, part of the a b ove t est reports. G . OTHER 1. Notice of Acceptance No. 15-1210 .02, issu ed to PGT Industries, for their Series "5470" Vinyl Sliding Gl ass Door (Reinforced)-N.I.", approved on 03/0316 and expiring on 04/21/21. E-2 Jorge M. Plasencia, P.E. P duct Control Un it Supervisor NOA No. 17-0420.07 Expiration Date: April 21, 2021 Approval Date: September 28, 2017 SERIES 54701 NON-I MPACT RESISTANT S LIDING GLASS D OOR TABLE A: IMPACT RATING I INCL U DING P OC KET S & 90°/135° CORNERS -.. Ana,hor ........... ,. ... ,.. .•. ~, Min. l!df• Min. NOT RA TED FOR MISSILE I Dlance limtMldm•nt IMPACT RESISTANCE ,.._ -~"'"9 .... GENERAL NOTES: (ll<l-0.!S) p-w1e-1-3/11" DESIGN PRESSURE RATING I 1) GLAZING TYPE OPTIONS: $EE GLAZING DETAILS ON SHEET 10. ,. ............... w Hlad/Slllf,-n,n .,a· 1/8' #12_, 1t11.r SMS ~ o, R).126' mh. IHelcNH) p 1/e-SEE TABLES 1, 2 & B1, B2 I 2) DESIGN PRESSURES: ,108.S . .SMB n 5""'1,/1$ SD'Junb "'8" o.oeo-ON SHEETS 7 & 8 A. NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (rm. 11 fnodllln) (ll,OIO'mln.W.;.nm) A ,~ .,,. o.oeo- B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PERASTM E1300. SMII Stvcl. ~ Gt, J.3"' IMCll,_.,Jlo<, :118" 0.071" M4 <IL C. 0£SIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. IG.OT1' min. thldc""'l P-lloolc 318' 0.071" 1401. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, 1br Ekol..Ml'Kon P. T. so-.i PIN -1· 1-M" ISCl•O.Ml P-hook ,. ,..,... INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1u• E~ •10 S.S. C..le.fwi.: P.T.llo..,,...Plno H1111.dl8D.-.ane 1' l=n' SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 1!10-0.M) p.,_.k ,. t_,,.- 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 8 112, s.t•f wood SCIW# €()-5) P.T. Southom Pll'M -v-111&• 1-318" 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEAi.ANT. ,,.,,..,rn p ConcNtt P-1\ook 1· ·-· 6) REFERENCES (NOA'S): ELCO UL TRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION 1""'1. 2.8! kol\ Sill/ 1<1111' 1•v• SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES 114• Eko Uftracon ...... -......... -1• M/4' (NON-WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WH ITE RIGID PVC NOA IAS1Mr..-n P-iloolt ,. ,.11ir REFERENCES (TEST REPORTS): FTL-6337, 6338, 8641>-8649, 8662, 8717 , 8988 & 8970; EXOVA-10-002-792(A) & 10-006-10231 ; ~<>MU, ...... 1<11◄" 1-1"4. CAMBRJDGE 535763--09; 11it• e1c:o 410 8 .$. C..UiFIH ,.,.TMCoeOI P-hook 1,314• 1•1H" GENERAL NOTES ............. 1 eo ...... Hoad/811' Jomb 1-31'1r 1-314• EXAMPLE CONFIGS .......... 2 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE C rmn.).)Hon P-hook 1· ,..,.. HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE , BROWN & TAN PVC MANUFACTURED BY ENE RGI "°"""'" HHct/S111/Jll:tb M /2" 1~· INSTALL DETAILS .............. 3-6 FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FBC FOR lrnn.2.22uD P-llooll M/2" 1'"· DP/ANCHOR TABLES ........ 7-8 PLASTICS, (COMPONENT REQUIREMENTS). 114• Beo 1M 6 ,8. UnQ.,u!od CMU, Jamb 2" 1•V-4" EXAMPLE ............................ ll ~Got« IAl!TM"--""' p 2' 1-1/4" GLAZING DETAILS ............ 10 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE. P.T. QV\lffll9m PIM Hud/Sll~Jomb 1' 1..:va· ANCHOR LOCATlONS ....... 11-16 9) DRAWINGS DEPICT EXTERIOR-GLAZING, HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. 180-0,MI ,. ·~·· 10) THE 5470 SERJES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES . co-,. Mood/SI¥-2·1/2" 1~e• PANEL TYPES ................... 17 114• Elco \Jncacon 1-2.l!k■O P-lioo!< 2.112· 1-3/S• EXTRUSIONS ..................... 18 ANCHOR NOTES: u,g,,,u,tdCMU, -2-112" .. , ..... ACCESSORIES .................. 19 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNlY 0 CASlM ,._..,, ~-· 2•1fT ,.11,• SCREEN DETAILS ............. 20 Conc:r1tt, HH:dfSJVJlnt, :M/2" ,..., .. APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEOMENT, EDGE DISTANCE AND SUBSTRATE 114' Elco 410 S .S. C..toRox r,,,,,,:.,.._ S.3S~•ll p--2~112" 1-318" PARTS LIST... ..................... 21 REQUIREMENTS. -CMU, J omb 2-112" 1-v.c· 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. IAS'll,1~1 p 2-1,r ,-,1-1· PRODUCT RE VIS ED 3) WOOD BUCKS DEP1CTED AS fX ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO :!,~:,r;;:•i~"J'• wit h the Florida IF UNrT 1$ INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA NOA-Ho. 17-0 420.07 GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. explr~1/2021 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBI LrrY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL "UNGROUTED CM U" VALUES MAY BE USED FOR GROUTED CMU APPLICAT IONS. By . 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC ANO TO BE REVIEWED Mlam1-ua.,,..-oa uc, \.Ontro, BY THE AUTHORITY HAVING JURISDICTION . 5) IF SILL IS TIGHT TO SUBSTRATE. GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, Mlledel Mln.F, Min. Fu 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 SteelSctew 92 ka! 120 ktJ SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODES I STANDARDS USED: 410 Sc,ew ll()ktl 110 kll OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FlORIDA BIJ1LOING CODE (F'BC~ 6TH EOJTION Elco Aggre-Gat°"' fifkol 96kll •2014 FLORIDA BUILDING CODE (FBC1 5TH EDITION ElcoUI~ 155kol 1nk1I INSTRUCTIONS: •ASTME1300-09 410 SS Elco CmoFJ-127.4 kll 189.7 k•I 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR •ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANl/AL, AOM•2015 ~T5Akm'num 16kal 221<11 \\I\ I I I THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, '' '( LYN. 111 •AIS!S100-12 A36Stff/ 36ksl 158 ktl ,,,, -+,0~ ....... .''! .f//, ,✓,,. DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. • AISC 360-10 Or. 33 Steel Slud 33ka! "51<al ,'f / vcai~·-.. ~,. 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 u ! VINYL SLIDING GLASS DOOR NOA (NI) ~ 10/05/15 2~ /. No. 58706 ....... % WIDTH AND/OR HEIGHT. :: 'ff!! : * -3) CHOOSE WHlCH ANCHOR GROUP (A·D) IS MOST APPLICABLE . ANCHORS ARE DEFINED IN TABLE A, I GENERAL NOTES ~11 I J ROSOWSKI -, 1 . THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEOMENT AND MINIMUM ~1 \ iftl1-;g~ EDGE DISTANCE. I UPDATED TO FBC 2017, VINYL MFG. l! ~~·•. sTi n: _.-· ~ 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S REQUIRED COP'Vmotff02G17 POTH>UST'Rlf.&.INC. 04105/17 ,, ;,s, ··.~ORIO~ .. ·•~~,, DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN . AU RIGHTS RESERVED ,,,,l,o,,;;,t~:.-,'' 1070TECHNOLOGY DR I l! 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET-S ET. N. VENICE , FL 34275 IJ//fll I t\\11 8) AOOITIONALL Y. SEE THE EXAMPLE ON SHEET 9. (941}-480-1600 SG0-5470IJ I NTS II 1OF21 lhl MO-5470.0 1,,1 A A. LVNN MIU.ER. P.E. --'%RT nlfAIJTH,rfflM P.U 58l'll5 MAX. UNIT WlDTH -.----< MAX. UNIT WIDTH _,__ ____ __, NOM . PANEL WIDTH __ __, NOM . PANEL WIDTH PER TABLES 1 & 2 ~ PER TABLES 1 & 2 r--1 -'--1.--~----=r--"r- NOM . PANEL WIDTI-1 PER TABLES 1 & 2 t NOM. PANEL WlDTH -+---1 PER TABLES 1 & 2 rf-~-r,._...,,,, ____ ,__---l--¾---"v---1 MAX.UNIT Ii MAX. UNIT HEIGHT PER TABLES 1 & 2 NOM . PANEL WIDTH MAX. UNIT HEIGHT PER TABLES 1 &2 ll r 2-PANEL CONAGUAATIONS ------MAX. UNIT WIDTH I PER TABLrES=-1;.;&cc..2"--i---~====,,._====.-."..--, t 11& MAX. UNIT ii HEIGHT II~ PER TABLES 1 &2 / / / ,_., ,I .L...---•=~-==,fil,,,=-,1--""""'==,j,IL-",,--....J 5-PANEL CONFIGURATIONS ,__ ______ MAX . UNIT WIDTH ____________ __, NOM. PANEL WIDTH PER TABLES 1 & 2 I ®-t MAX. UN IT HEIGHT PER TABLES 1 & 2 ! ! ! ! ! ! 7-PANELCONAGURATIONS CONFIGURATIONS NOTES: MAX. UNIT HEIGHT PER TABLES 1 & 2 3-PANEL CONFIGURATIONS MAX.UNIT HE IGHT PER TABLES 1 &2 ,__ ____ MAX. UN IT WIDTH ____ _, ! ! ! ! ! 6-PANEL CONFIGURATIONS HEIGHT ii PER J~ TABLES 1 & 2 ! ! ! ,oo,,J -'------"~----""""=...d"'=--'-"-.J 4-PANEL CONFIGURATIONS MAX . UN ITWIOTH NOM . PANEL WIDTH PER TABLES 1 & 2 r-11--..i-er-11 MAX.UNIT HEIGHT PER TABLES 1 & 2 L_--..ru.-, ---------MAX.UNIT WIDTH _______ _, PRODUCT RE VISED ;~1~:;;;:'l~1. with t he fk>r"ida NOA-No. 17•0420,07 NOM. PANEL WIDTH _._ __ _ PER TABLES 1 & 2 t MAX.UNIT HEIGHT PER TABLES 1 & 2 ! ! •x• = OPERABLE PANEL 1} ALL CON FIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB •o • = INOPERABLE PANEL LOCATIONS. EXAMPLE: 4.PANEL XXXX IN POCKET (p} CONF IGURATION CAN BE pXXXXp, pXXXX OR XXXXp. O.XXX IN •p• = POCKET DLO WIDTH = NOM. PANEL WIDTH • 8-9/16' NOM. PANEL WIDTH= PANEL WlDTH + 1-3/16" DLO HEIGHT = DOOR HEIGHT -11-1/1 6' PANEL HEIGHT= DOOR HEIGHT -2-1/2" POCKET CONFIGURATION CAN BE OXXXp. 2) go• & 135' CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAJG HT CONFIGURATIONS. 3} POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL ANO IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JUR ISDICTION. 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. 6) MAX, ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' [ DETAIL LETTER SHEET NUMBER ~ ! VINYL SLIDING GLASS DOOR NOA (NI} IJ ~ § EXAMPLE CONFIGURATIONS COf>YRJOHT o,011 PGT"""""RIEUIC. ! NO CHANGES THIS SHEET. l----"=="""""='-'""""-==----11-+--------------+-+-----I 1070 TECHNOLOGY OR i N. VENICE, FL 34275 (941 )-480-1600 cac r. 01-AU'IH. . MD-5470.0 fl! A -···---- D ETAIL A1 THR\J 1X WOOO MO MASONRY ONCRETE/CMU PER D ETAIL B1 ASTR-'- FACING EXT. DETAIL C1 IITTERLOCt< DETAIL 0 1 INTO METAL METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE HOR REQUIREMENT ,__ ________ ---------FRAME WIDTH ----------------------~-, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW .. · •. ·? EDGE · •. ;,. • DISTANCE// • , . / · ... ·. JL.._ .... . ANCHOR~/ PLATEAT \ / EVERY / ANCHOR LOCATION ----~ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW NOTES EM BEDMENT 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. ~ MAX 28' O.C. 3:2 EMBEOMENT #8 X 314" SMS REINFORCEMENT SCREW; 7 SEE NOTE 8, lHJS SHEET 2G L _____ _J._ HORIZONTAL SECTION (XXX SHOW-.N-.)_-.-. ~ PER STILE, LOCATED AT CENTERL INE AND 6". _ . -. -. -. -. g• & 12' FROM ENDS (FACTORY INSTALLED). -------~=~-~ D ETAI L 02 -. -. -. DETAI L 82 llffl) MASONRY ---- EMBEDMENT -. ...... ---. 1/ • • . • • · •• ' EDGE • . . DISTANCE TYP. ANCHOR TYPE, EMBEOMENT ANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, BELOW FACNOfNT. I mY!9!t I 1--------PANEL WIDTH H ORIZONTAL SECTION (XO SHOWN) FIXED PANEL CLIP & ANCHORS, SEE DETAILSHEET 19 LQ _____ _j ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. RENFORCEMENT TYPES (SEE NOTE 8, THIS SHEET) FOR ALL LOCKSTl.ES, f El Ab'TRAGALS, A!(EO f'is\ 8Tll.ESA>V ~ HORl.:OITT AL R.'lllS ! VINYL SLIDING GLASS DOOR NOA (NI) j INSTALLATION, HORIZONTAL X-SECT. ~ 10/05/15 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. f m 6) SEE TABLES 1 & 2 FOR RE INFORCEMENT REQUIRE MENTS. ALL IITTERL~ I t;,\ 7 REINFORCEM ENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY ~ THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENS IONS. S'TANOAAO El U CCP¥'RtGKT'02017 PCT N>USTIUES. SNC- ALL NGHTI RESERVED I NO CHANGES THIS SHEET. 1070 TECHNOLOGY DR f N. VENICE, FL 34275 1+---~-~~---..,..-...----L---J.......,,--.--l 7) SEE SHEET 20 FOR SCREEN DETAILS. t<O (941)-480-1600 C!'ltT. OP AVJH ~ MD-5470.0 EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT ANO EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3 , BELOW DETAIL E1 INTO M,t,SONRY 1X BUCKSTIIIP ANCHOR PLATE AT EVERY ANCHOR LOCATION EMBED- MENT DAYLIGHT OPENING HEIGHT DETAIL E2 DETAIL E4 INTO WOOD INTOMl:TAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET EDGE 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD . MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 " DISTANCE C I , • •, EMBED- EDGE 1 & NOTE 3, THIS SHEET 7 EDGE DISTANCE DISTANCE MENT 7 1XOR2XWOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET1 FOR LOCl<STIL£S. ASTRAGALS, FIXED STILES ANO HORllONTAL RAllS FRAME SEE HEIGHT NOTE 6. 11-ISSHEET ~ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TYP. ANCHOR TYPE, EMBEOMENT 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 314" SM$ 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 Ila, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. DlO WIDTH= NOM . PANEL WIDTH -8-'l/16" DLO HEIGHT • DOOR HEIGHT -11-1/16" PANEL HEIGHT= DOOR HEIGHT· 2-1/2" SILL RISER VARIES WITH REQUIRED POSITIVE 6) SEE SHEET 20 FOR SCREEN DETAILS. 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. DESIGN "'"""'· ,,, r 1 se•,•~: tJ r•~ :~ -~-~fil,o t---f 2 · 947 4 _041 1.e11 I • 2 #43-45ALSOAPPLY .8~3 7 2.687 3464 J _j .000 .060 -::=__i .060 .060---- C-:\ SILL RISER ~ (2· 1 /2" TOTAL SILL HEIGHT) c.:-, SILL RISER r.;-,. SILL RISER r.:,._ SILL RISER l;'.:'./(3-1/2" TOTAL '0'(4-1/16" TOTAL l;'.:'./(4-&8" TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ~ ! VINYL SLIDING GLASS DOOR NOA (NI) LJ~ M INSTALLATION, VERTICAL X-SECT. C0PYIUGJ!T02017 PGTMlUSYll!ES,N:-.l NO CHANGES THIS SHEET. ,U 04/05/17 PRODUCT REVISED :~i!:t'::'l!!'I. with tho Florlcb NOA-No. 17-0420.07 CONCRETE/CMU ~---~ PER SUBSTRATE, PER ANCHOR DETAIL F1 SEE TABLE A, 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, THIS SHEET AURlGl~msvwm l+---------------+---1----1 1070 TECHNOLOGY DR ,i )A REQUIREMENT INTO MASONRY SHEET 1 & NOTE 3 , THIS SHEET DETAIL F2 INTO WOOD N. VENICE, FL 34275 (941 )-480-1600 Ceftl Of MD-5470.0 4. LYNN MILLER. P.E. P£#68705 ~ {), DETAILG1 DETAIL H1 135' oo• INSlllE CORNER INSIOECORNER 0 J!fll!!IQ!l. WlaBIQ!!. Q 90• NOTES 1) DETAILS APPLY TO 2, 3 ANO 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. ! VINYL SLIDING GLASS DOOR NOA (NI) I CORNER ASTRAGAL HORIZ. X-SECT. llfil!!!2!i Q 90• 00PVAJOKT c, 2017 PGT ~ NJ. AU-RIGtffSRES&WED 1-1-----------------+---1'----1 NO CHANGES THIS SHEET. 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 }-480-1600 ce . AlJTH. DETAIL H2 90" OVTSIOE CORNER PRODUCT REVISED :!,1:,-::i~e with tho Florlda NOA-No, 1 7-0420.07 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. NOTES METAL TYP ., SE.E ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAI L 13 IITTOMETAL EMBEDMENT L DETAI L 11 INTO MASONRY INTERIOR POCKET EDGE DISTANCE l 1/◄•MAX.J EXT ER IOR POCKET 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 1 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. 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. I 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS ANO REVIEWED BY THE AUTHORITY HAVING JURISDICTION. I_ DETAIL 12 INTO IMSOAAY CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEETABLEA, SHEET 1 & NOTE 3, BELOW FlGURE 1. NTERI.OCKS AT POCKETS: FOR DOOR HEIGKTS 96" ANO LESS: EMBEOMENT ~ ,a, 1/4:.s· TYP. ANCHOR TYPE, EMBEDMENT ANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELO EXTE RIO R POCKET OPT. ANCHOR 17 PT. 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3 , SHEET 1 OPT.ANCHOR DETAIL 14 IITTOWOOO T EXTERIOR POCKET ~ ! VINYL SLIDING GLASS OOOR NOA (NI) LJ ~ § P-HOOK EXAMPLES, HORIZ. X-SECT. COP't1UOHT02017 POTNXJS111JeS,INC. I NO CHANGES THIS SHEET. l---=c~,U.~R~IGHT:!!.:!.S!;RUl!IMD~=----1 1070 TECHNOLOGY OR f N. VENICE, FL 34275 (941)-480-1600 cERT.OFAU'Tl-t.~ MD-5470.0 PRODUCT REVISED :~ir:,::~!:ro with tho Flortdo NOA-No. 1 7 -0420.07 - TABLE 1: Design Pressure (DP) a.nd Anchor Quantities Required, (ilr all appllMld conlgulallone on Sheet 2) Use this table ~ Door UrJt Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, US1NG THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. Astragal Relnb'cement #'19 80' &4' 98" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstie Relntircement #25 or #26 66-15116" DLO Helgtrt n-15.'16" OLO Height 84-15/16' OLO Height THE MAXIMUM OP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE Std. lnteilock Relntlrcemefll ll'l7 AnchorGroop Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B I C I D A e I c I D A I B I C I D CONSIDERED, SEE TABLE 81, THIS SHEET. ~P/'8S!lum +121.11-121.1 po( +1201-120 psf +102.Q/-102/i psi -# OF ANCHORS THROUGH THE HEAD & SILL (EX: FOR C3+1 , 3 ANCHORS 1&-1/8' Headt'SHI CS+1) C3+1 I C3+1 I C3+1 C5+1 C3+1 I C3+1 I C3+1 CS+1 I C3+1 I C3+1 I C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24• OLO Jamb s I s I e I s 5 s T e I s s I s I s I s MIDSPAN OF PANEL). Width ----..::::.: TOTAL# OF ANCHORS THROUGH THE JAMB. P-llool< 7 I 7 I 7 I 1 7 7 I 7 I 7 & I e I e I 8 ---THE# OF ANCHORS REQUIRED THROUGH lllE P-HOOK, Design P/'8ntff +106.3/ -10/J.3 psi +100.21-100.2 p,s( +85.3 I -86.3 p,sf 25-1/8" Head/SQ! es+1 IC3+1lC3+1 IC3+1 C5+1 C3+1 JC3+1 JC3+1 C5+1 I C3+1 I C3+1 I C3-+1 PERPEJ',OICULAR TO THE GLASS. 30" OLO Jamb 5 I s I s I s 5 5 I 6 I s 5 I s I s I 5 Width I P-l>ook 7 I 7 I 7 I 7 7 7 T 7 I 7 8 I a I e I 8 Design PteS/5118 +92./i 1-92.9 p,sf +81. 3 I --87. 3 psf +1a8l-73.8p,sf ! 31-1/8" Heao'SII cs+1 I C3+1 I ca+t I C3+1 es+1 C3+1l ca+1 I C3+1 Cs-+1I C3+1 I C3+1 I C3+1 0.. 36' OLO Jamb 5 I 6 I a I s 5 s T a I 5 6 I s I e I s ! Width P-hook 7 I 7 I 7 I 7 7 I 7 I 7 I 7 8 I 8 I s I 8 E °"8/gn PINS/ff +78.4/ -18.4 ,,., +78.4 I -78.4 paf +65.8 / ~.8 P5( ~ 37-1/8" Head/SIU cs-+2 I C3+1 J C3+1 I C3+1 es+2 C3+1 I C3+f I C3+1 C5+1 I C3+1 I C3+1 I C3+1 TABLEB1 : 42' OLO Jomb 5 I s I s I 5 5 s I s I 5 s I s I e I 5 Width · Wai.r-1.lmli.d FIG~ P-hook 7 I 7 I 7 I 7 7 7 I 7 I 7 e I s I s I 8 (+) Delign p,...,,. OH LENGTH Design PIBSSur& +00 / -60 psf ' / ' +60 I 4!/0 psi +6()/ .e() psi SDI Nom. SIii Max. (+)DP 43-1/8' Head/SIi C3+2jC3+flC3+1 IC3+1 C3+2 C3+1 I C3+1 I C3+1 C5+2 I C3+1 I C3+1 I C3+1 Ris« He!gtt Al!a,o,'l!d DOOR ASSEMBLIES 48" OLO Jamb 5 I :. I s I 5 5 5 I s I 5 s I 6 I s I 6 !r: INST ALLEO WHERE THE Width None 1-11/18' SeeNote2 12 PRODUCT REVISED P-1\00k 7 I 7 I 7 I 7 7 7 I 7 I 7 8 I e I e I 8 42 2-112" +38.7 psi w OVERHANG (OH) LENGTH IS ;:ir:,::•~:ro with tho Florld• J: EQUAL TO OR GREATER THAN \_,, 43 3-1/2" +80.0 psf i5 THE OVERHANG HEIGHT IS NO..._..o, 17--0420.07 USED IN EXAMPLE ON SHEET 9 44 4-1/18' +80.0 psf EXEMPTED FROM WATER Exphatlon Oat• 04/21/2021 45 4-616' +100.0 psi INFJL TRATION RES ISTANCE. By /4 /~ Mi•ml--D■i:15 Pr'oduc t Conuo, , DLO WIDTH= NOM. PANEL WIDTH· 8-9116" DLO HE IGHT= DOOR HEIGHT -11-1/16' \\\lfffil/t/ PANEL HE IGHT= DOOR HEIGHT -2·1/2" ,,,,, ~'( LYN1,/'1,, ,' ~~o ........... ~ ,, ,, ,t. .. •· \.)CEN,r~··.~ ', TABLE NOTES: f ..... -....~s u ! VINYL SLIDING GLASS DOOR NOA (NI) ,~1 10/05/15 :: * : No. 58705 • .• 1l :: =-of ~~1]fi/ *= 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 ! OP & ANCHOR QUANTITY TABLE ~-"I J ROSOWSKI AND TABLE B1 DETERM INES THE WATER LIMITED(+) DP. :: '1: l't : :: 2)IFWATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL • NO CHANGES THIS SHEET. •~I 04/05/17 ~~---:t re r:,._.... /ff RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. COP"(fUGHT O 2017 POT INOIJS'l'RlB. INO, ... ... , ~ ··-'.':(01110".•···· :.,;-'i;,,, 3) SEE SILL RISER TYPES ON SHEET 4. AU. IUOHTS RESERVED AJ I ,, o'l . .. .. .. . ,!..<:§· ,, 4) SHEET APPLIES TO 2, 3 ANO 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR • ,,,, ONAL € ,,,, 5) REFER TO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34275 1111111 ll \\\\ 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING (941)-480-1600 i SG0-5410IJ [ NTS Il l 1 OF 21 lhl MD-s410.o I1 ,I A A. LYNN MILLER. P.f. estT. OF Aun-L ~---P.E.158106 TA8LE2· Design Pressure (DP} and Anchor Q uantities Required, (tr au llppRM'd ~lo118 on Sheet 2) Uae tljs table br. l)oO( Uri! Height Aslragal Relnbcemenl 129 SO" 84" 86" LockstHe Relnl:lroemenl #25 66-15/16• DLO Hetgh1 72-15/16" DLO Height 84-15/18" DI.O Height HD Interlock Relnb<:ement ~ Anchor Group Anchor Group Anchor Group A I B I C I D A I B I c I o ATBICIO DestgnPreMure + 169 • .f / -16lU psi +11!()/ -160 psi +137.11-137.1 psi 1~1/8" Head/SIU C6+1 IC5+1 ICS+1 I C3+1 C5+1 I C5>1 ( CS+1 ( C3+1 C5+1 ( C5+1 ( CS+1 f C:.+1 24" lll.0 Jamb 6 I 5 I 7 I 5 5 I 5 I 7 l 5 s I s I 1 I s Width P-hook 7 I 7 I 7 I 7 7 I 7 I 7 I 7 s I e I e I s Design Pl88Sure +141.8/ -141.Bpsf +133.81-133..8 psf +113.81-113.Bpsf 2$-1/8" HeadlSHI C5+2(C5+1 (CS+1 IC3+1 C5+1 I 05+1 I C5+1 I C3+1 cs+1 ICS+1 IC5+1 IC3+1 311' Dt.O Jamb s I s I 1 I 5 s I s I 1 I s s I s I 7 I 5 WlClh P-hook 7 I 7 I 7 I 7 7 I 7 I 7 I 7 e I e I e I e Deafgn Pl8SSUl8 +12:191-123.g psf +116.4 /-118.,f psi + /16.6 I -98.5 psf 31-1/8" Head/SIU C5+21C5+1 IC5+2(C3+1 C5+2 ( C5+1 f C5+2 ( C3+1 es+2 I es+1 I es+1 I es+1 36" DLO Jamb s I 5 I 7 I s s I 5 I 7 I 5 5 I 5 I 7 I 5 Width .c P-hook 7 I 7 I 7 I 7 7 I 7 t 7 I 7 8 I s I e I 8 I Design PINIU/9 +104.5/-104.5psf +104,51-104.5 psf +87.8 I -87.8 psf 1 37-1/8" Head/SIi C5+2 I C3+2 I C5+2 I C3+1 C5+2 f C5+2 ( C5+2 f C3+1 C5+2IC5+1 IC5+2IC3+1 II. ◄2" OLO Jamb 5 I s I 7 I s 5 I s I r I 6 6 I s I 1 I s Width ~ P-hx>k 7 I 7 I 7 I 7 7 I 7 I 7 I 7 s I a I s I 8 I Doslgn Pre&ure +80 /-'10psf +80/-80 ()8( +801-BOpsf ~1/8" Head/SID cs+2IC3+2IC5+2fC3+1 C5+2 ( C3+2 f C5+2 ( C3+1 C5+2 ( C5+2 ( C5+2 I C3+1 48" DI.D Jamb s I 5 I 8 I s 5 I 6 I 6 I s s I 5 I 1 I 5 Width P-hook 7 I 7 I 7 I 7 7 I 1 I r I 1 e I s I a I a Doslgn P18S•Ul9 +74.11-74.1 psf +74.11-74.1 psf +6S.8/ -&8 psf <IS-1/8· HeacUSII C5+2 I C3+2 I C3+2 I C3+1 C5+2 f C3+2 I C5+2 f C3+1 C5+2fC3+2jC5+2(C3+1 54• OLO Jamb s I s I s I s s I 5 I s I s s I s I e I s Width p.hool( 7 I 7 I 7 I 7 7 I 7 I 7 I 7 a I 8 I e I a Do8/gn Pl8SSUl8 +60/-«Jps( +80/~0psf +60/..B()psf 55-1/8' Head/SID C3+2 I C3+2 I C3+2 I C3+1 C5+2 I C3+2 f C3+2 I C3+1 C5+2 (C3+2f C5+2f C3+1 er, OLO Jamb s I s I s I 6 s I 5 I s I 5 5J5]6(5 WktUI p.hool( 7 I 7 I 7 I r 7 I 7 I 7 I 7 8f8l8]8 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED.THE LESSER VALUES OF EITHER TABLE 2 ANO TABLE B2 OETERMINES THE WATER LIMITED(+) OP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +OP'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. 5) REFER TO ANCHOR NOTES , SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING 108" 120' 96-15/18" DLO Height 106-1S/16" DI.O Height Anchor Group Ancll« Clroup AlBlclD Alelclo +121)/-130 pal +1~.7 I •11/iB psi es+t I cs+1l cs-, 1 I c:3+1 cs+1 I cs+1 I es+1 I C3+i 8(81816 e I s I a I 6 9191919 10 I 10 I 10 r 10 +99.1 l-1Ul.4 pst +87.81-95. 1 psf Cli+1 I C61-1 I es+11 C3+1 C5+1 I es+1 f C5+1 I C3+1 e I s I e I e e I a I e I e 9 I 9 I s I e 10 I 10 I 10 I 10 +85..3/ ../12..f psf +75.3/-81.Bpsf C5+11Cs+1 I es+llC3+t cs+1 l cs+1 IC5+1 I C3+1 6 I 6 I e I e e I s I a I a e I e I e I 9 10 I 10 t 10 I 10 +75.71-82 ,,., +66.61-72 fJll{ C5+2IC5+1 ICS+2IC3+1 C5+1 IC5+1 IC5+1 IC3+1 e I s I e I s e I e I a I a 9 I II I 9 I 9 10 I 10 I 10 I 10 +80/-65psf ♦60/~5psf C5+2( C3+1 fes+21 C3•1 C5+2IC5+1 IC5+2IC3+1 e I e I 1 I a a I s I e I s e I 9 I 9 I g 10 I 10 I 10 I 10 Not available in these sizes. AN PR VSH CHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN ESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, EET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. AOOITIONALL Y, THE MAXIMUM POSITNE OP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. .... #0 F ANCHORS THROUGH THE HEAD & SILL. (EX; FOR C3+1 . 3 ANCHORS USTEREO AT PANEL MEETING POINT ANO 1 ANCHOR REQUIRED AT DSPAN OF PANEL). -CL Ml TOTAL# OF ANCHORS THROUGH THE JAMB. ---~ E # OF ANCHORS REQUIRED THROUGH THE P•HOOK. RPENO ICULAR TO THE GLASS. TABLE B2: !c Cl ~ ::c 0 DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG(OH)LENGTHIS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFIL-rRATION RESISTANCE . PRODUCT REVISED Water•Um!ted ;!14f3i':G'l~"lo with th• Ftortda NOA,.No. 17-0420.07 (+) Deal11n PreSlllUre SIR Nam.SIi Max. (+)DP Riser Height Allowed None 1-11/16" See Note2 42 2-112· +38.7 psf 43 3-112" +60.0psf 44 4-1/18" +80.0 psf 45 4s5/8" +100.0 psf OLO WIDTH = NOM. PANEL WIDTH · 8-9/16" OLO HEIGHT= DOOR HEIGHT -11-1/16" PANEL HEIGHT= DOOR HEIGHT • 2·112" ! VINYL SLIDING GLASS DOOR NOA (NI) OOPYIUC.MT 0 201J PGTINOUITR1(S. NC. ALL RIQHTI REastVEO 1070 TECHNOLOGY OR N . VENICE, FL 34275 (941)-480-1600 con. o, AUTU.nmJ& j OP & ANCHOR QUANTITY TABLE ! NO CHANGES THIS SHEET. MO-5470.0 ll! A EXAMPLE: 3-PANEL, 3 TRACK. STRAIGHT CONFIGURATION -PXXX, INTERIOR MOUNT POCKET, 48' X 84' NOM. PANELS, LAMINATED, JG GLAZING, ANCHOR GROUP A IN WOOO SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.21-58.6 PSF POCKETlfY OTHERS,SEE NOTE8. SHEETS FR/IME JAMB Rf QUIRED @ INTERIOR POCKETS Sl'UCE NOTE: 0 HEAD SPllCE e· !fil.E!.l.!QB. CENTERLINE OF PANEL 1 MAX. SEE POCl<ET JAA-tll INSTALLATION ON SHEEU f--CENTERLINE I OF M"ERJ.OCI( •-2" ANCHORAGE, SHEET 12 CENTERLINE OFPANEL2 "'C3" Ct.USTER. SHEET 12 H EAD ANCHO RAGE D ET AILS PXXX (3-TRACK) ENO ANCHORAGE (MIN. 1 ANCHOR) see F!GI..O'!E ea.ow FOR AOOITIONAL ANCHOR INFOIWAllON. CENT£RLJNE OF PANELS EXTERIOR ~ N<ltMITR\JCTUIW. ANCHORS !MY 8E AOOEO IN.flELD AS NEEDED TO AUGH THE HEAD OR Sill FA SPLICE OCCURS WfTHN A l'OCK.ET. 0 ~ f--CENTERI../Nt! I OF WTEPJ.OCK SEI! FIGURE BEi.OW FOR ADOITIOIW. ANCHOR INl'ORMATION. CEHTERl.#IE OF PANEL I CENTfRI.JNE OFPAHEl. 2 grER....!Qf!. 0 POCKET BY OTHERS,SEI! P-HOOK ANCHORAGE DETAILS FOR PRODUCT REFERENCES. ALSO SEE: 2111' MAX. o.c. J 7 JAMB ANCHORAGE DETAILS A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS . 8) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES . D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. F) SHEET 21 FOR A BILL OF MATERIALS. NOT1a8, SHEETO -.r ANCHORAGE, ~---~~~l St£ET 11 "CS"Ct.USTER, SHEET 11 SEE POCKET JAMB INSTALLATION ON INTERIOR POCKETS SHEET e 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21·58.6AT A NOM. PANEL SIZE OF 48"X84'. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE JS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOO INSTALLATION USING ANY I HedSIII I C3¥2 I ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb S 1 SHOWS ANCHOR REQUIREMENTS OF: . P•hcol< • 7 . 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE 'C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE '+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. Sill (CLUSTER ANCHORS): SHEET 11 FOR THE "CJ" Ct.USTER ANCHORS AT THE 11\ITERLOCKIASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE •+2 ANCHORS AT THE MIDSPAN OF EACH PANEL LAYOUT. 0 S ILL A N CHORAGE DETAILS PXXX (3-TRACK) END PANEL ANCHOR EXCEPTION: DISTANCE TO NEXT Cl.lJSTER --TO BE 254'8' O.C. OR LESS ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ :.: VA . 'j A .. - •-CENTERUNE OF ENO PAN EL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C . DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-318", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA (NI) M STRAIGHT DOOR EXAMPLE JAMB: S ANCHORS, SHEET 13 FOR GEN. LAYOUT. u P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL C0PYR10Mroll>11 P<JTN>US'IRES.INC. f NO CHANGES THIS SHEET. 3) INSTALLATION DETAILS INTO WOOO CAN BE FOUND ON: AU.AKlllT8AlllllMD H------------------1-l'----f HEAD & SILL: SHEET 4 JAMB: SHEET 3 P-HOOK: SHEET 8 1070 TECHNOLOGY OR f N. VENICE, FL 34275 (941)-480-1600 CfRT. Of AV,,L '2'fl'2te CENTERUNE OFPANEL3 8" MAX. EXTERIOR {!, PRODUC T R E VISE D :~i,:t:::1~0 with th• Florida NOA-Ho. 1 7 -0420.07 A. l 'VNN MIL.I.ER. P.E. P.E.0&706 ,.;-, KODISPACE 1.::,1 4SG TPS r.:;\DURASEAL® \'.'./SPACER r.;;-,SUPER 1.:::1 SPACE R®Nxr"' EXT.GLASS r.;;-,XL EDGE"' 1.:;1 SPACER 5f16'NOM. SILICONE SEAL NOTES: QrmBm PRODUCT IS 'EXT'ffilOR• I GLAZED' Fl82-8SIS I TOWAAOS lHE EXTERIOR. I ¢~ : ~~~i;~~~KJR-I TOWARDS THE INTERIOR. I GLASS DETAIL PM/TED/ LAMINATED SURFACE 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED . 2) PRODUCT MAY BE EITHER INTERIOR OR EXTE RIOR GLAZED. "r = TEMPERED J VINYL SLIDING GLASS DOOR NOA (NI) OOPYJUGHT O 2017 POTIHOUSTAIB, Nl. AU. IUOHTS RUlftV£D 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941 }-480-1600 CER .OFA ~ GLAZING DETAILS NO CHANGES THIS SHEET. I~ 041os111 MD-5470.0 t A PRODUCT REVISED :!,r:.-::~~a with t h• Flortd;a N OA-No. 17-0420.07 SILL CLUSTER ANCHORS LAYOUT: SILL "+" INTE R MEDIATE ANCHORS LAYOUT: AS1RAOALOR ASTRAOAI. OR fl~fr ~!~~~·· ~~ f ~~ f -=~ .f f t .lj~E·· ~r~ ~·-. ll ~ ~ EXTERIQ!I ◊ 2-TRACK CLUSlER 'C3" ◊ H'l>ACK ClUSreR 'C6' ◊ 2-lRACK INTERMEDIATE ◊ 2-TRACK INTERMEDIATE ,a, H'RACK lf'ITSWED!ATE 1'NCHOR LOCATIONS ANaiOR LOCATl0NS ••1• ANCHOR LOCATION -+2" ANCHOR LOCATIONS 4+3" ANCHOR LOCATIONS AST'AAOAI.OR / ASTRAOALOR > 4•A.. PmEl > ~7 40 A IHTERLOC~7 ~7 PANEL > CENTERUNE·7 4•A CENTERLltE CSNTE/U'EI 4•A ~ , ~ ~ ~ i , , f / 0 ¥ / • I / • / 0 I 9 0 ' ., ' 0 ' ., EXTERJOR __, I--3.22" EXTERIOR 3.22":..-.l -~ I ~ -I i---3,22" ~ ---. 1---3.22" ,0, S. TRACK CLUSTER 'C3" ~ >-TRACK CLUSTER 'a" ,0, 3-TRACK IHTHU,CEDIATE ,0, 3,lRACK INTERMEDIATE ,0, S.TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+I ' ANCHOR LOCATION "+2" ANCHOR lOCATlONS "+3' ANCHOR LOCATIONS ASTRAGAL OR > 4• IISTRAGAL OR > 4", PANEL _ 1 PNEL PANtL > 4 ", INWIL~7 MBIL°"'\7 CENIERLINE -CENTT:RLff.i7 CEN'IERUN£7 CENTERLINE CENTEAUNI: i , / l l i l , 0 / / 0 /o / 0 . / / / / . / d 0 d I • ., EXTERJOR -1-3.22" EXTERIOR -l---3.22" EXTERIQ!! mfil!!QB. I EXTERlOR -1---3.22" .a, 4-TRACK CLUSTER ~ 4-TRACK CLUSTER ◊ •-TRAa< WTERMEIXA.TE ◊ 4-TIRACK INTERIIED'ATI! ~ 4-TRACK INTERMEDIATE 'C!' ANCHOR lOCATlONS 'C6' ANCHOR lOCAllONS '+I' ANCHOR LOCAllON "+2' ANCHOR LOCAT!()l,l'; "+3" ANCHOR LOCATIONS NOTES: AGt.ftES l"ElffNN TO THE FOU.0WKJ SIJ. 1) ALL DIMENSIONS SHOWN ARE BASED ON M IN IMUM ALLOWED. NOTES: lfTEflMEOIA.TE ~ l.OCAT10NS: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. QcP.m . ,,-~.,~-~ i~ ~~-DISTANCE IS 2.375" 2.375" 2) TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.376" FOR ALL SILLS: PRODUCT R EVI S ED ,,\Pl II 11 ,,,, ;:,~:ir:::i:r. with th• flotida ,,,, ol-lY LYNtv 11, I Jemb I 5 I ,, ~~ .......... ~ ✓,, NOA-N o. 17-0420,07 ,,' ,t_./ \)CEN.s-~•-•• ~ FIOIJRES P!RT~ TO ni! fOU.OWINO&L. I P-l!ook I 7 I Expiration Dato 04121/2021 2 / .... ~ a.u6'T!RAIQQ( l.OCAllONS: ;: *: No. 58705 ':-J) ::: QrIJ1W 1 u f VINYL SLIDING GLASS DOOR NOA (NI) IA 10/05/15 By ~ = "O , a. .. lI!iTr,:i * = Ml•m1-uas,e rn,uUCI c ontrol J ANCHOR LOCATIONS A ~~1 J ROSOWSKI , %.J\.. l't Ir_/~} l NO CHANGES THIS SHEET. u 04/05/17 -:-,;'u>~--~~~!P.~---·~~~ ... ,, COPYRtOtfT O 2017 POT NMJSTRtES, INC- AU fUGH1'4 RUE1M!D 11,/,ONAL E~,,,, 1070 TECHNOLOGY DR l! 1111 I I tl\\\\ N. VENICE, FL 34275 (941)-480-1600 SGD-5470111 NTS Il l 11 OF 21 ll,.I MD-5470.0 lifl A A. LYNN MIU.ER. P.E. Cl!RT.O!AUllt,l'lQ:tM P.ll.158705 HEAD CLUSTER ANCHORS LAYOUT: HEAD•+• INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR l / -Al OR I/ ~,:.~-CE~~7 / 4• /'. INTERLOCK-4• INTERI.OO<-4' ~l-=~ 4• CB-ITEIU.tE f-...... CENTEffUE J-...... t J I'-. ~~ ~ ... ~ ... ~ ... , I ... I ~ I I ... I ... ~ --+-3.22' ~ ---1-3.22" ~ ~ 1-'-M-3.22' ~ --+-3.22' ◊ 2-TRACK ClUSTI:R •c:,• ◊ HAACK CLUSTER 'CO" ◊ 2-TRACK INTBWEDIATE ◊ 2-TRACK INTERMEDII\TE ◊ 2-TRACK IITTERMEO~Tf ANC>iOR LOCATIONS ANCHOR L()CATIONS ••1• ANCHOR LOCATIOIJ ••2" ANCHOR LOCATIONS -♦3" ANCHOR LOCATION$ ASTIWlALOR >4• ASTRAGAI.OR > 4" PM'El. ) MERL~7 INTERl.~7 PANEL ~-CeNTERLINE7 4• L CENTERI.NS CENTERLINE CENTEFUE7 -4.75" ~ ' ~ / ,, ~ ~ ~ ' / / I/ / I I/ / / I / I / EXTERIOR _..., 1--3.22" EXTERIOR --~3.22" §<TER!OR I E'XTE1110R I limBlQ6 --1--3.22' {!, ◊ :,.. TRACK CLUSlER "C6' ◊ HRACK IHTERMEDIATE ◊ II-TRACK INl'ERMtlllATE ◊ :1--TRACK INrnllllEDIATE $-TRACK CWSTl:R = •+1• ANCHOR LOCATION •,z-ANC>IOR LOCATIONS -♦3' AHCHOll LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS AS'l'R.',GAl,OR > 4•A. ASTIW3A1.0R > 4•A PA~7 PNIE~7 PN.£~7 14•1' MlcRL~7 INfERLOC~~ CENlERI.INE CENTERLINE CENTERLINE CENTERLINE CENTE'RllNE ' ~ , , ~ ~ i i / / I/ / / / / / / l J I I ~ -!--3,22• EXTERIQf! -1--3.22" exTERIOR EXTERIOR I ~ --l ,__ 3.22' {!, {!, ~ <I-TRACK JNTERMEIJjATE ◊ <I-TRACK INTERMEDIATE '+2" ◊ <1-TRACKINTERMl:CMATE --.3• +TRACK CLUSTER <I-TRACK CUISTER -.1• ANCHOR L()CATION A>OIORLOCATIONS ANCHORLOCATIONS -C:,"ANCIIOR LOCATIONS "C6'ANCHOR lOCA T10HS NOTES: ~~~~~T~~~~~ 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM Al.LOWEO. NOTES: CwJ l~'I 2) TRACK-TO.TRACK ~~ 1) All DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2) TRACK-TO-TRACK ~~~-FOR ALL HEADS: DlSTANCE IS 2.375" FOR ALL HEADS: ,,,,11111,,, PRODUCT REVI S ED B!,~3i'::'~!:tg0 with the Aorlda ,,,''o~'< LYNty 1 '',, ,, :<sVI •. , ......... -ff, ... , AOt.A1c1:1P£RTAa"I ,., ...,.,, NOA-No. 17-0420,07 $' *-···· \.\CE.N$~·-.. ~ -:..,. O.WTCRNICffORLOCAT'IOf'S:: l!xplrallon Ollie 04/21/2021 f * ./ No. 58705 \~ % arpm l u i VINYL SLIDING GLASS DOOR NOA (NI) Iii 1010511 s By ,,,...,-::~ =:a~'* Mlam,-Da11J1_.,...,..ro<1uc 1 control I ANCHOR LOCATIONS B ~~, J ROSOWSKI / ~i \ "l I 19-/fl.~ -:;_~·-•• STA /k},::: I NO CHANGES THIS SHEET. U lo4105111 "', & ·•~ORIO,-, •. ··,#,, COPYRIOHT 02017 POT W0UITRIU, NC. ✓, .s'~ ........ ..;,.C ,, ALL AIOHTII - ,,,, ONAL € ,,,, ' 1070 TECHNOLOGY DR I UI ,,,,.,. t1\\\\ I N. VENICE, FL 34275 (941 )-480-1600 I SGD-54701J I N TS Ill 120F21 lhl MD-5470.0 ~fl A A. LYNN MJUEI\.P.E. I CERT.Of ... ,>T"LI,lf291N P.E.1118700 P-HOOK ANCHORS LAYOUT: OPT.ANCHOR TO AID IN ALIGNMENT NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P·HOOK. FD.1U:;SP£RTAll'f TOn-EFOt.LlM'IHOPC:>CGT" .W,,11 AHatORI..OCATX)t.&:l JAMB ANC HORS LAYOUT, (PARTIAL VIEW): FQJR£S POIT.QITO THliFOU.0\YltlG JAi.a AHCH0R lOCATil'JNI: ~ 2 ,375• ~ 4.75" ~ 7.125" L 21.6" MAX. o.c. t I s· MAX. ~RACKFRAME JAMB ANCHORS JAMB (3) WEEP NOTCHES PER END@ 1" X .600" (3) TRACK WEEP HOLES EVERY 24"@ 1.125' X .190";___,/' (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" L L 21.6" 21.6" MAX. MAX. o.c. EXTfRJOR c;> o.c. f f I I 6" 6" MAX. MAX. ~RACK FRAME '4-TRACK FRAME JAMB ANCHORS JAMB ANCHORS 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) ~ 8 VINYL S LIDING GLASS DOOR NOA (NI) LJ~ J ANCHORLOCATIONSC MD-5470.0 JAMB NOTES: 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 I/lfTERIOR OR EXTERIOR. (10) TRACK WEEP HOLES _/\, EVERY24'@1 .126"X .190'; -- (1) WEEP NOTCH EVERY 24 '@ 1.376" X .600' PRODU CT R.EVISED B~ttr:,::•~:ct9. w ith t he flotida NOA-No, 17-0420.07 A. l YNN MILLER. P.E. P.E.1 581ll6 HEAD 90° CO RN ER C LUSTER ANCHORS LAYOUT: SILL 90° CORNER C LUSTER ANCHORS LAYOUT: PlOUftf_'SPSl'TAINTOTHI!' FO..LOWING 110" CORNMA.L 4• ' '.> 4• f'----Vv A L~v::?/:::f1:::~~ ~ ~3.22° :Z.lMCK90•CORNER ~ "04' ANCHOR UlCATIONS ◊ (VSE WHERE "C3' IS SPECIFIED) FR A ITT y EXTEAIOR 3-TRACKGO"COIUER -n-- •c:4• ANCHOR LOCATIONS V (USE V.,IERE "CY' IS 6PEC!fll'D) nnnnn +TRACK 90' CORNER •c:4• ANCIIOR LOCATIONS (USE Y,1,£R£ "C3' IS SF>EClflED) FIOURES PERT MN ro THE FOU.OWNO 9C1' comER HOD NOi0R LOCATIOHS; 90• I Hood/SIi I l~> 1 I I J amb I 6 I I ?-1\cok I i I ffl A ITT "'fMR ,... L fo ' >-4• 4• "' A r / ' ~~ / " . 2-TRACK 90' CORNER EXTERIOR •c:4• ANCHOR LOCATIONS -----i,:--- (VSEWrERE 'C3• 1S SPEC1AED) V "If 'ff lt1 A>ICHOR LDCAT10HS: '"JMM ,.,. . L ~ <> > 4• 4• "' A r / ' ~~ V " . C@J I Head/Sll I ~, I Jim, 6 P-hook 7 2-TRACI( 90" CORNER EXTERIOR 'CO" NICt!ORLOCATIONS ~ (USE l'.tifRf ~· IS SPEClAED) V "ff ll"R 1 j__ ~ 4• . ' PRODUCT REVISED :!,r:,:r~!:fo w ith th• Flor1d• NOA-Ho. 17 •0420,07 4• r-.. ro I'---~ ,/ I'- t;,o / • ~ !xplratlon Dato 04/2112021 By _,,:;--= Ml~A9S .. ,oduet Control 4•~ ,, I/ I 4•~ ,, I/ JI I . 4• y i---+-3.22" EXTERIOR 3-lllACK 80" CORNER ---i,-- •()8• ANCHOR LOCATIONS V (USE WHERE •C&• IS SPECIFIED) nnnr '" r-.. y ...---,-3.2X' S.TRACK ;o• CORNER EXTERIOR -c,• ANCHOO LOCATIONS -n-- (USEWIIERE "C3" IS SPECFIED) V "ff "ff if ll1 ,, t, ' ,, >-4• Y ,___,_ 3 .22" ,,. 3-TRACK 90"CDRN'cR EX~IOR 'CO.~ LOCATIONS (USE \'MERE •cs• IS SPECFIEDJ '"'ff ll' fl R 1 .t_ . 4• ' 0 ... . 4•-' V ~ ro 4•_/ "'~,~,<i t;,o I/ j V /I / V~• / V I/ ,. i----3.22" 4-TRACKOO•CORNER EXTERIOR 'C6'ANCHORLOCATIDNS --u-- (USE WHERE "CS' 16 SPECl'IED) <1-:mACKIIO"CORNER ~ "C4•ANCHQRUlCATIONS ◊ (USE WHERE "C3' IS SPECFIED) 4• < I----3.22" 4-TRACK oo• CORNER E>CTl,RIOR 7> NOTES : 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING. AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) ANO INSIDE CORNER CONFlGURA TIONS. 3)TRACK•TO-TRACK !~ ~~ DISTANCE IS 2.375" 2.375" 2.375° FOR ALL HEADS AN.D SILLS: -<:r ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) l VINYL SLIDING GLASS DOOR NOA (NI) II 10/05/15 ANCHOR LOCATIONS D ~•I J ROSOWSKI u "°"""10HT0 >011 PGTJt«XJSTRIES,m. I NO CHANGES THIS SHEET, ,U 04/05/17 A.LLRIOHTSll!S!RVED ._,_ ______________ _,___, __ _, 1070 TECHNOLOGY DR j II N. VENICE, FL 34275 (941)-480-1600 Cf:l'tT. OF AUTH.nt2H SGD-54701 11 NTS !I 14 OF 21 lh l MD-5470.0 ~ii A HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: S ILL 135° CORNER CLUSTER ANCH ORS LAYOUT: fa.ACS A51lfMfl0ntE F0U,OW"N3 136• CORl"ft:R 5IJ. :t-TRACK 1ss•CORNER "DI" ANCHOR LOCATIONS (USE WHERE "CJ" IS Sl'EelflEO) $-lll.ACK 13S" CORNER '04" ANCHOR LOCAllONS (USE -E "CS" IS SPEC FED) 4-TRAct< 135• CORNER -C.-ANCHOR LOCATIONS (USE WHERE "C3" IS SPECFIEDJ FIIJlRli.8 PmtA.N TO TlS FOU..OWNG 111• 0CAO H1:H> NfCHOA L~TIOHS: 4 " ____ .__ 3.22" 2•1RACK 135"CORtER "C8" NICHOi< LOCATIONS (USE WHERE "CS' IS SPECl'lEO) $-TRACK 135" CORNER •a • ANCHOR LOCATIONS (USE WHERE "CS' IS SPECIRED) EXTERIOR 7> ~~ 4-TRACK135"CORNER T •ce• ANCHOR LOCATIONS (USE WHERE "CS' IS SPECIFIED) NOTES: 4•--1...--1 2-TAACK 135• COR1ER "DI" ANC1!0RLOCATIONS (USE WHEH1: "C3'" IS SPECIFIEO) S·TRACK 135• CORNeR "Co<' ANCHOR LOCATIONS (USE IIMERE "C3'" IS SPECIFIED) +TRACK 135• C0RIER "C4' ANC/!OR LOCATIONS (USE \'MERE "C3'" IS SPECl'IEO) 1) ALL DIMENSIONS SHOWN ARE BASED ON M INIM UM AU OWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE ;;;.;;;;;~DE (SHOWi Ehl:~i c~:~- FORALL HEADS AND SILLS: E S7 F S7 EXTERJOA ~ 4•--- 2-TAACK 135• CORIER "C8" ANCHOR LOCATIONS (USE WHERE "t:5° IS SPECIFED) $-TRAO< 13$' CORNER 'OS' ANOIOR LOCATIONS (USE WHERE "C6' IS SPECFIED) i~ + TRACK 135'" CORNER "Cir ANCHOR LOCATIONS (LISE WlERE •cs• IS SPECIFl<X>I AHQO!LOCA'l10N9: PRODUCT REVI SED ;~1~:fl,~'!f. with ttio Ftortda NOA,.ffo. 17-0420.07 ! VINYL SLIDING GLASS DOOR NOA (NI) COPYIUQHT O 2011 Par UOJBTRJE$, ¥11C. AU.RIOHT3RUEJI\\IED 1070 TECHNOLOGY DR N. VENICE, FL 3-4275 (941 )-460-1600 CERT.OPAUTt-lftt'M J ANCHOR LOCATIONS E f NO CHANGES THIS SHEET. U 04/05/17 ·~ MD-5470.0 If A HEAD SPLICE ANCHORS LAYOU T@ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT@ INTERLOCK OR ASTRAGAL: FtCUIQPOUAlrfTO TtC ,otUMIHO 8l'lJC8> eu AHCttOR t.OCAn:»11:- SPUCE. __ / 4• /'-=~ i 'cir ~-·-..,___ LOCATION 4• ~~ , ~{ r ~t t ~f i I :Jt:3.22' . 0 -L-(! exruooA ~3.22" ~ ~ ~ I Head/Sil I •=--1 I ◊ ◊ v MAACK Sl'UCE ◊ 2-TRACI< SPI.ICE I Jamb I 5 I 2-TRACKSl'UCe 2-TRACKSPUCE 'Cl" ANCHOR LOCATIONS •er ANCHOR lOCATIOHS I P-hook I 7 I -C.-ANCHOR LOCATIONS •e&• ANCHOR LOCATIONS (USE ~ERE "CS" IS Sl'ECIABl) (USE W11EN,-C,• 1s Sl'ECIFIED) (USE WHERE "C3" IS SPECl'lEO) (USE v.ttERE "C9' IS SPECIFEO) SPUCe srua; )4• SPLICE > 4",.__ SPl.~7 /4~ Loci.~ Loci.~ L0CATIOH7 LOCATION -4.75" ~ ~ , ..... i ~ I / / . I / . • / I / . " . 9 y • PRODU CT REVI SE D ~ I-J..-1-4• EXTERIO --l i--3.22" filUlil!!QB. -:::.i::: ~3.22" EXTERIOR --4• :~l~l~:'l!."d9• with the Flo rlda ,0, 3-TRACKSPI.ICE v :,. TRACI( SA.ICE ,lJ, ~-TRAC>< SPUCE ◊ :I-TRACK SPLICE NOA..flo . 17-0420 .07 "C4" ANCIIOR LOCATIONS "C6" ..... QtORLOC/\TIONS "C4" ANCHOR LOCATIONS -er ANCHORI.OCATIONS (USE WHERE "C8" 1$ Sl'ECFIEO) (USE WHERE~• IS SPECIFIED) bplratlon Dato 04/21 /2021 (USE WHERE •CT IS SPECIFIED) (USE WHERE -c,• IS SPEClfED) -~ By SP~7 -4.75" s~~ /4A SPUCe SPLICE > 4• Mia~,/• Pr~duct 1,,,~ LOCATION LOCATION LOC/\TIOH7 LOCATION7 i ~ , I l , / • . . . / / • / I I I I . I • . " ,,,''o~Y LYN. ,,,,, ~ 1-'..-1.-4• EXTERIOR ·-l--a.22" ~ -..::J i.:..:-3.22" ~ ,_ 1--3.22" D-,0, .Q, .Q, 4-TAACKSPIJCE ,,' ~"'-········•."!~ ,.,. 4-TRAa< SPLICE , .;t_ .. · uC!W.s ••. ~ ,:, -I-TRACK SPLICE 4-TRACK SPLICE "C4" ANCllOR LOCATIONS "CO" ANCHOR LOCATIONS ~ .-· (' ··-~~ -c;• ANCHOR LOCATIONS •ca• ANCHOR LOCATIONS (USE WHERE °C3" IS SPECIFIED) (US£ v.,JERE -c,• IS SPECIFIED) (USE WHERE 'Cl" IS SPEc,;EO) (USEWHEllf "C5' IS SPE0/-1£0) ;: * / No. 68705 \ '1l ~ = -0 [ t\..~n~~/ * -~~·-, C\1 : - ~Q \ STA °( t:1-_.: !J~ .... ~-~ . {i]' ,:, .S, • •••. ORIO,-•• ·• iif-,,' NOTES: ", <S'~ ••··•·••·· 6~ ' 1 ) All DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ,,,,,ONAL E.~,,,,' ,,,,, ... ,\,, f~PER.l~TO~FCU.OWJMGSPLQ""D 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNNMIU.ER.P.£. HEAD NOOl LOCAtllH&: FOR SPLICES OCCURRING INSIDE OF A POCKET. SEE THE EXAMPLE ON SHEET 9. P.E.168705 3) TRACK-TO-TRACK ~~ ~~-u • VINYL SLIDING G LASS DOOR NOA (NI) !I 10,05115 DISTANCE IS 2.375" M ANCHOR LOCATIONS F ~~1 J ROSOWSKI FOR ALL HEADS AND SILLS; --OOP'rRICHT O 2017 POT IHDUSTJUES. lNC. NO CHANGES THIS SHEET. IU I 04/05/17 4) POCKET WALL OR CAVITY IS NOT PART OF T HIS APPROVAL ANO IS TO BE OESIGNED AUNGHJ'S~ IU I I ~1·1~r1 1070 TECHNOLOGY DR BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N . VENICE, FL 34275 (941 )-480-1600 I SG0-541011 1 ms I 1a OF 21 lhl M D-5410.0 11,I A C!:RT. 0, Aunt ft9:20I I -~ PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE Sl'IGI.E FIXED LOCKSlll.E ASTFWW. AS'IRAGAI. IHTEU.OCK INTERLOCK STILE WIHANDLE eoxour DOXIN tm.RJOROR 01/T IN EXnRIOR GlAZEll :=a =ra =:a: ~ ~ ~ SINGlE CD:= E F pp K L L INTcRI.OCI< OIIT -OUT/ -IN/ SPIGLE en= B H p A C C IITTERI.OCK w N -OUT/ lt(XtfN/ ~ FlXEO ::r::t=: RR R s s STl.E (IIOl(C</f) ... w LOCKSTllE * D M J J ..J W/HANX.E j::: (IIOJ(CJUT/ -IN/ Cl) ASTRAGAL~ LR L) J/._ r eoxour lL "'°"""" w ASlAAGAL ~ J::l T JJ.. .....J 8DXIN Cl) -.. j Olll.llO" "'t,o::: CT cs CF w /ISTIWW. z RECEIVER <( IN.IIO"·~ AT AS DF 0. ASTRAGAI. RECf;IVER ~~ RECEIVER VT vs VF IN.1.,-~ WT ws WF ASTRAGAL RECE!VcR LEFT ~ RIGHT PANEL r,-r ,d.___Y PANEL STILE ~~---------~ STILE PANEL TYPE "P SHOWN. PANEL NOTES: 1) SEE OP/ANCHOR TABLES 1 & 2, SHEETS 7-ll 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. Ol.ll'SIDE IIO' ASTRAGAI. RECEIVER .u. f=1--Jiil TC SC FC SCREEN PANEL TYPES C INSIDE 90' OUTSIDE 135" IMSIOE 135• OOUBlE ~ 1,m;RLOC>( ASTAAGAL ASTRAGAI. ASTRAGAI. RECEIVER RECElllER RECEIVER ~ . M ~ I.OCl<Slll.E -."' "' TA TV TW J lOCKSTllE ~ SA sv SW SD SlNOLe ~ INT'ERI.OCI< FD FV FW A DOU8l.E ~ INTml.OCK u ASTRAGAL ~ OS 00UBLE ~ INTERLOCK U ! VINYL SLIDING GLASS DOOR NOA (NI) I~ 10/05/15 j PANEL TYPES ~~ J ROSOWSKI • COPYRiOHT0'°17 Pm'N>USrAIU,Nl. I NO CHANGES THIS SHEET. u 04/05/17 ..__..=AU.="'""'=s"-'""""-=-"'----1 1070 TECHNOLOGY DR ! f~ N. VENICE, FL 34275 J:1t,4.~~.1~ J SGD-5470 II NTS Ill 17 OF 21 lhl MD-5470.0 ~:ti A ASTRAGAL DOUBLE INfERLOCK ASTRAOAL DOU8lE lll!EALOCK l OCKSTU! lOCKSTilE SINGI.£ ll«ERI.OCK - PRODUCT REVISED :!lt:t';'i!:,. w ith t he P-lorlda NOA-No. 17•0420,07 e><pl,..tlon Da to 04/21/2021 ~ By Mlaml-Pa]M" Product 1;on1ro1 , .300 1.812 _j ~7 1.681 _j (D 2 TRACK HEAD/JAMB @3 TRACK HEAD/JAMB @ 4 TRACK HEAD/JAMB r:~~ ~ .. ,:;'2\ 135' CORNER 'e'ASTRAGAL 1472 .125 76 .07 &.135' CORNER 'et PASSIVE MOUNT .210-w ,~1 .2s27_p- U~1 6-,\1-1/1::1 ~BEVELED BEAD @)1-1/1~ OGEEBEAD @ 4 TRACK SILL Oj;ru7 1.681 _J @z TRACKSILL .060 3.713 1.170 ~135•coRNER ~ ASTRAGAL CAP, EXTERIOR . 04s-\Joo ~.229 ~ 135' CORNER ~ ASTRAGAL CAP, INTERIOR ru-,540 -~~ r= .062 r-;-. FRAME SCREW \!.I COVER (PVC) ~ T .930 @ ANCHOR PLATE -!k,r--,550 .301_f @ TRACK INSERT c_~-061 pr;:;;;t1- ""' INTERLOCK CAP, ~ EXTENDED POCKET 5.178 H 1.ooo 1 .252 062 .r:.;2 ~'.613 f-060 e-J 1.4asf:e::::!i . L! 080 . f .--r 'T"""'I"" 1 ooo . f .os2 I ~ BOTTOM RAIL C-l\ OUTER SILL 13' SILL TRACK ~ P-HOOK ADAPTOR ~ P-HOOK \!JI SUPPORT l.!.9 COVER ~ COVER ~ \!S' h r--,540 h ,.540 ~.2913.000~-06~r-z:75Enffi'""' rr~•,.,•;P -~FI -~r=M -~+-+ r--2.eo1---11 i 1.406 J [ -4-.062 --JI--.OB2 --1 .329 .G. EXTENDED ~ KEEPER r,;:i. REINFORCEMENT .,;;;,. REINFORCEMENT hJ' FIXED PANEL CLIP ~ REINFORCEMENT \!.!II KEEPER e:, \cJ BARCOVER -BAR ~ =PLATE ~go•cORNER ~ASTRAGAL 6il,WCORNER ,::)II ASTRAGAL CAP, EXTERIOR C 919 -=b-oao µ-~ .919 r.;>. 00' CORNER ~ ASTRAGAL CAP, lt-lTERIOR ,2.038, 2.[~ -.100 L[ T ·~ NOTES: 1) SEE SHEET 4 FOR SILL RISERS . 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. @ INTERIOR JAMB COVER P RODUCT RE VISED ::,t:.':G'!~"J'o with tho Flortda NOA-No, 17-0420,07 ! VINYL SLIDING GLASS DOOR NOA (NI) COPY'RIOHT 02017 PGT NXISTRfES. NC. AU. RIGHTS R£'SEMtD 1070 TECHNOLOGY DR N. VENICE, Fl. 34275 (941 )-480-1600 1. 0, 1K..#2W'Ve M EXTRUSIONS ,l NO CHANGES THIS SH EET. I BOX SCREEN DETAILS: VERTI~~ EXAMPLE HORIZONTAL SECTION EXAMPLE .876 A I ·ftl .062 @ BOX SCREEN TOI' RAIL •=ft[ 1.872 L .062 @ ~REEN INTERLOCK --j1,S431 E .. 050~ 9 eoXSCREEN ASTRAGAL ADAPTER HORIZONTAL SECTION ~ .875 n r 1.020r9 1 f (J ·ID .082 .062 (§BOX SCREEN BOTTOMRAJL @ BOX SCREEN SIDE RAIL ~ ---j 1 .373 i---- .055 ~063 1.LJ --l 1--.372 s aox SCREEN 9eoxsCREEN oxo SNAP-ON ASTRAGAL BUG FLAP ADAPTER w. 1.055 ~ 1.5 060 9 eoXSCREEN S BOX SCREEN HEAD SILL ADO-ON AND JAMB ADD-ON STANDARD SCREEN DETAILS: H ORIZONTAL SECTION EXAMPLE 1.081~7 1 .778 _j -~r:i-1.081 1.776 _t 1.202 -i----1 J ~-:;35 .045 ~ VERTICAL SECTION EXAMPLE coPYRIQtft"02017 PQTH>USTltlU.NC. AURIGKTS!OUMO 1070 TECHNOLOGY DR N. VENICE, A. 34275 (941)--4~1600 OF --+-.050 Q SCREEN l:YFRAME --+-.050 /.°::\SCREEN '-!Ys10E RAIL, C.:::-SCREENOXO 'BIASTRAGAL ADAPTER RAIL LATCH b. ,.725 .765)§ p ~.040 Q SCREEN VINYL \:yASTRAGAL ADAPTER :g.1A35r - 7 ~.062 QFRAME SILL e:ISCREEN ADO-ON NOTES: 1) ALL DIMENSIONS IN INCHES. ! VlNYL SLIDING GLASS DOOR NOA (NI) A 10/05/16 SCREEN DETAILS i NO CHANGES THIS SHEET. MD-5470.0 ff A PRODUCT REVISED ::it:,r::•~~Jo with t he Flori da NOA-N o. 1 7•0420.07 TABLEC: TABLED: BOX SCREEN fl PuU DucrlpUon Mat,,r1al fl Put# Dee::tlptlon Ma!ellal II Pan, oecnp11on Me lefla l 1 19001 2-Track Head/Jamb RlgldPVC 40 19061 90' Comer Aatragal Cep • ExL RfvldPVC 100 1226& 8c,: Sci •, lo.:> Rall 60631'6/JJ 2 19002 2-nack SIi RlgtdPVC 41 18062 90' ComerAs1111J181 Cap-Int Rillld PVC 101 1Z!S7 Bcit SclWll Bc:llcm Ra~ cll63 TS /JJ 3 19025 ~Track Head/Jamb Rigid PVC 42 19085 SIi Rlsor • (l!-117') l!Oe$-1l! Al\lm. 102 122!i3 ~ Sc,_,, Sis Rall 6083 T6 AJ 4 19026 ~Track SIii Rigid PVC '43 111022A SIi Risor. (3-112") 008:l-18 Alum. 1ro 64428 B:, S;,_ ~1~t 608318/JJ 5 19027 14,-Tillck Head/Jamb Rigid PVC 4'4 10023A SIA R/Ser • (4-1/16') eoes-re Alum. 104 17M7A Booe Sc,-Snap-on Bug Flop 6063T8Al 6 19028 14-TuldcSII Rigid PVC 45 19024A SIi Rlaer-(4-6/8') 6063-Te Al""'-10S 84?45 Box Sc,..n O.)IO A•l111gal Adopter €~1'6/JJ 7 19000 Frame Sc111w Cowr Rigid PVC 60 716609W .1er • .320" Flnseel (SUie) 106 17:l4S Box Sc,-, ""lrwgel Adepter 606315/>J 8 19031 AtlCh« Plate 6083-18 Alum. 51 71685K 1-1/2" X 1° X 314• Fin &181 Dutt Plug 107 1i-J3, Box Scr•n Fill-Sill Adel-en ~TSAI 9 19007 Thick Inter! 8083-19 Alum. 52 71096 Duet Plug 1oa 1ro3a Bai sc,..n it .. d/Jemb Ad<k>n 6063T.SAI 10 111()84 ln!enoek Cep . Extended Pocket RlgtdPVC 80 41904 1 lnleltock Clip Ca1er PVC 109 720X1X ,1;1.20 x ,. 1115 G Tep Raa ss 11 19038 Bottom Rlil 8'4>JX)lt G063-T8 Alum. 81 78153)( Tenclem Roller As .. mbly ss 110 720X112X 111~ X 1-1/i:' MS@ Bottcm fl.Ill ss 12 11100M o..terSIICO\er 8063-TB Alim. 62 78163N Tandem Roller Assembly N),1orl 111 717eJG Walp. ,Zl(f' ~ .1&:7 • Fn Seel 13 19011 SIITra<:kC:0....-Rigid PVC 63 78X76FPTX #8 x 314• Ph. FH SMS @Rolar & Rain!. ss 112 61eo5K W.lp, .1lfr' X , 500'@ Bug Al;> 17 19032 P-1-iook Adaptor 8083-T8Aklm. 84 419042 Fnune Hoed« Blook Nylon 11J 7SRAZ Standiltd Reiter fM0<1 18 19020 P-ttook 6063-T0 Aun. 85 48052 Roller Adj. Helo Plug PVC 114 7SR.~"< HDROU.1 ss 19 19047M Extended Keepa1 8083-T8 Alum. 86 44385 4 Hole Bwnp« Stop PVC 116 w itas Se,'S811 L~lng Hetd1,-.ra Sletl 20 19029M Keeper 6063-ll! Alum. 67 76X114FPTX 116 x 1-1/4° Ph. FH SMS @Bumper Stop ss 116 41~:! Screen Kaapar s, .. 1 21 19014 Relnlbrcement Bar Co"" Rigid PVC 88 7111980 SlHPklg PVC 117 78XIPPA 88x 1• Ph. PH SMS s,.,1 22 19030 Reinmemenl Bar 6005-lli Alum. 69 7816SX Gemnl Mor!Jse lock w/tong Trim plete St.eeVSS 116 1682/314 SelNII Spine· .11i0" & .166" Vlll)I 23 19037M Axed Pane l Olp 606l-T6 Alum. 70 71032X1FPFX 10-'32 x 1• Ph.FH MS@Look ss 119 1S18Cal Sc,-Qdh Ffe~es, 24 1ll035M Relnm:eman! Plate 8083-TU Alllm. 71 .... ~ .. Handle, Klt CIISIZlnc TABLE E: STANDARD SCREEN 26 19017M Top Raft, Bollom 8-11 end Lockslile 6()()6. TS Alum. 75 Komrnet11rg 4SG TPS Spac..-System # Pull Oeactlptlon Malitrl•I 26 19048 Relnforctmen! ~ft• 76 Qualll)C Supar SP41Cer nXl'wlh Hot Mett Butyl SM Sheet 27 19018M lntot10ek .300 ~•mant. Std. 6005-TS Alum. n Ouanax llurase&I 10b' 120 12033 ScrMn Flame Rall 6063T5>J Materlllis 121 12026A Semen Flame -Sld8 Ran (Latch) 6063T5Al 2Jl 19013M fn!orlook .400 R81nloJCe/11G111, HD 80()5..TS >Jum. 78 cardinel ~ Edge Speoer 122 17383 Semen 0)0 Aalnlgal Adapte< 6063TB/>J 29 19019M Aatr8llal Rolnloroemenl 600>T5 Alum. 79 Dew Coming 995 or GE-7700 Backbeddlng Sl lcane 30 19063 Exlended Pockel lnler1ock Adaptor 6083-TU Alum. 82 19044 1-1111r e .... led Baad RlgldPVC 123 4853K Screen V!nyl Aalregal Adapter Rigid PVC 31 19005 fn!orkx>k~r RlgldPVC 83 19045 1-1/1&' 0g9o Boad RfgldPVC 124 190128 Flame SlB 8<n!en Add-on 80631'0 >J Bug Flap, 85 +/. 5 dUfO. 32 19008 Alitr8llal Add-en Rigid PVC 86 71726K Sottll,g BIOck 1• X 4" X 1/16', 85 +/. 5 dwo. ~ 125 6FPll!iK 1111'6'1 126 78X112PSA TS ,ax 1-117' Ph. PHSMS(Aaaembly) 33 1&004 Panel SUie, Top/Bobx>m Ra1 Rigid PVC 90 781PSTX /13 x 1• Ph. PH SMS @ Fmme AaHmbly ss ss 127 712027 Comer Key Wheel Auembly (Standard) 34 18040 Interior Jamb COier ~TBAlum. 111 76X114PHPT410X 113 x 1-1/4° Ph. PH SMS @ Relnt 8111 ss N'/Ion 128 712027S9 Comtr Key ~ Auombly (HD) ss 135° Comer Astragal 0083-T8 Alum. 710X1PHPT1~ #10 x 1' Ph. PH SMS @ Ram Suppo,1 35 10070 92 ss 129 'Nill Screen Locklrg Ha«t••••• Steel 38 19077 135• Comer Astragel Passl\e Mount 606S-TB Alum. 93 710X115PPX #10 X 1-1/2" Ph. PH SMS @Fxd. Pnl. Cllp ss 130 710Xl4PPSDAX #10 x 314• Ph. PH SMS @ Scnoen Aat ss Rigid PVC l710X2.5PHPT1~ 37 19079 135" Comer All~ Cep -Ext. 94 #10 x 2·1/2" Ph. PH SMS GI Rain/. Plele/Asl. ss 131 78X12PPSMSX #8 x 1/2• Ph. PH SMS G Door Aol. ss 38 f9080 135" Comer Aetn,g&I Cap • lnl Rigid PVC 95 l71420X2.26FPFX #12 x 2-1/4" Ph. PH SMS @Hdr. Block ss 132 16112/314 Soreon Spline • .1-45' V!nyl 39 19078 90• Comer Aslragal 6000-18 Ali.rn. ff 710X1.75PPX #10X 1·3W Ph. FHSMS @Ast Mount ss 133 1816C20 Screen Cloth A~au 97 710Xl4PPX #10 X 3/4" Ph. PH SMS @ Ext Pkt tnt. ss 98 710lC21'PX 1101 2• Ph. FH SMS@Keepor ss PRODUCT REV ISED \\\I\ I II I I I I 8!,;:,::•i~nJ'. with the florid.a ,,,''o'tl.Y LYNN 111 ,, NOA-Ho. 17-0420.07 ,, ~~ ........ 4,, ✓, Explr•tlon Dote 04/21/2021 ,,' *-·•·•·• \)CEN.si'•·.~«:~ u a VINYL SLIDING GLASS DOOR N OA (NI) Is 1oroS/1s By ------ -l ,"2-...:.,-.-f * _./ No. 58705 \._-P % = =air~'* M l;iim~Dad~oduct Controt --c · . J PARTS LIST ~ "I J ROSOWSKI ,, ::,:i: : ~ '%_0 \ .. 1 ~ 11-/ .. ~f COP'YRKlKf O 2017 fl0Tt4DUS1..-.S. JNC. I NO CHANGES THIS SHEET. IU lo4/o5/11 '~ ·-~Oli1DP. / ~<i;,, AU AtCHT8 Rr.BEfM!D ,,,,ilo//i,.t.·i~~~,,, NOTES: 1070 TECHNOLOGY DR I 11s1 1) ITEMS# 14-16, 46-49, 53--59, 72-74, 80, 61, 84, 85, 67-89, 98 & 99 ARE NOT N. VENICE. FL 34276 ,,,,,i,11\\\\ USED ANO ARE NOT PART OF THIS APPROVAL. (941)-480-1600 I SG0-547011 1 NTS lil 21 OF 21 li' MD-5470.0 ~ii A A. l YNII MU.El\, P.E. CERT, OF Allllt. '79'219 P.E.tl58105 MIAMI-~ t❖t•mi1 iiil DEPARTI\IIENT OF REGULATORY AN D ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE NOA PGT Indus tries, Inc . 107 0 Technology Drive, North Venice, Fl. 34275 ScoPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTlON 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. min mid ad c.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documen tation s u bmi tted has been reviewed and accepted by Miami-Dade County RER -Produc t Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). Tbis NOA shall not be valid after the expiration date stated below. The Miami-Dade Coun ty 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 a nd the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke thi s acceptance, if it is determined by Miami-Dade County Product Con trol Section that this product or material fa ils 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 B u ilding Code, including the High Velocity Hurricane Zone. D ESCRIPTION: Series "5470 " Vinyl Sliding Glass D oor (Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SG D -5470, titled "Vinyl Sliding Glass Door NOA (N1)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/0S/1S, with Revision A dated 04/05/17, signed and sealed by Anthony L . Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance n umber and expiration date by the Miami-Dade County Product Control Section. MISSILE IMP ACT RATING: None: Approved Hurricane Protection devices, complying w / FBC, as a pplicable a re required. LABELING: Each uni t shall bear a permanent label w:ith 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. T ERMINATION 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 pmposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shaJI be cause fo r 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 d isplayed in advertising I iterature. If any portion of the NOA is displayed, then it shaJl be done in its entirety. INSPECTION: A copy of t his entire NOA shall be provided to the user by the manufact urer or its distributors and shall be available for inspectio n at the j ob site at the request of the Building Official. This NOA revises N OA #15-1210.02 and consists of this page I, and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted docume ntation was reviewed by Jorge M . P lasencia, P.E. NOA No. 17-0420.07 Expiration Date: April 21, 2021 Approval Date: Sept ember 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE : EVIDENCE SUBMITIED A. DRAWINGS 1. Manufacturer's die drawings and section s. (Submitted underNOANo.11-0107.09) 2. Drawing No. SGD-547 0, titled "Vinyl Sliding Glass Door NOA (NI)", sheets 1 through 2 1 of 21, prepared by manufacturer, dated 10/05/15, with Revision A dated 04/05/1 7 , signed and sea led by Anthony L. Miller, P .E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) U niform Static Air Pressure Test, per F B C, T AS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry T est, per FBC, TAS 2 02-94 along with marked-up drawings and installation diagram of vinyl slid ing g lass door, p r epared by Fenestration Testing Lab, Inc., Test Report No. FTL 6637 (samples A-1 t hru A -5), d ated 11/19/10, signed and sealed b y Jor ge A. Causo, P. E. (Submitte d unde r NOA No. 11-0107.09) 2. Additional test report No. FTL 6638 (samples A-1 thru A-22) per TAS 201/203-94, issu ed by Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 3. A dditional test report No. FTL 8717, issued by Fenestration Testing Lab, I n c ., dated 12/07/15, revised on 02/15/16 and 02/24/1 6, signed and sealed by I dalmis O1tega, P. E. (Submitted under NOA No. 15-1210.01) 4. Add itional tes t report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/1 1/16, signed and sealed by Idalrnis O rtega , P . E. (Submitted under NOA No. 15-1210.01) 5. Additional test report No. FTL 8547 issu ed by Fenestration Testin g L a b , Inc., dated 12/04/15, revised on 02/15/16, signe d a n d sealed by Idalmis O11ega, P. E. (Submitted under NOA No. 15-1210.01) 6. Add it ional test r eport No. FTL 8548 issued by Fenestration T esting Lab, Inc ., dated 12/04/15, revised on O 1/04/16 and 02/1 1/16, signed and sealed by Idalmis O11ega , P . E. (Submitted under NOA No.15-1210.01) 7. Additional testreportNo. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, sign ed and s ealed by Idalmis Ortega, P . E. (Submitted under NOA No.15-1210.01) 8. A dditiona l test report No. FTL 8552 i ssu ed by Fenestrat ion Testin g Lab, Inc., d ated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis O11ega, P . E. (Submitted under NOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comp lying with FBC-20 14, prepared by P GT, dated 12/09/15 and last revised on 02/15/16, signed and sealed b Anthony L. Miller, P.E. (Submitted under NOA No. 15-1 210.02) E-1 Jo rge M. Plasencia, P .E. Pro uct Contro l Unit Supervisor NOA N o. 17-042 0.07 Expiratio n Dat e : April 21, 2 02 1 Approval Date : Sep tembe r 28, 2017 PGT Industri es, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE D C. CALCULATIONS (continued) 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CE RTIFICATIONS 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. Noti ce of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 a nd lighter S hades (Non-White) Rigid PVC Exterior Extrus ions 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 E xtrusions for Wind ows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Accept ance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, fuc. for their "TAN 3040 and Lighter Sha de s (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 ENERG I Fenestration Solutions USA, Inc. for their "Bronze and Lig hter 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. 16-07 12.03 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 rep01ts 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 mat eria l. (Submitted under NOA No.11-0107.04) F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-61h E dition (2 017), 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. G. OTHER 1. Notice of Acceptance No. 15-12 10.02, issued to PGT Indu stries, for their Series "5470" Vinyl Sliding Gla ss Door (Reinforced) -N .I.", approved on 03/0316 and expiring on 04/21/21. E-2 J o rge M. Plas encia, P.E. P duct Contro l Unit Supervisor NOA No. 17-0420.07 Expiratio n Da te: April 21, 2 021 Ap prova l Date: September 28, 2017 - SERIES 54701 NON-IMPACT RESISTANT SLIDING GLASS DOOR T ABLE A: I IMPACT RATING I INCLUDING POCKETS & 90°/135° CORN ERS a.o"" Anc:hor ......... ,,.,,.. Memb9r-MIii. !Sitt Nrn. NOT RA TED FOR MISSILE I O(Dnce lifflbed.,.nl IMPACT RESISTANCE P .l . g,uwu-, ,,.. GENERAL NOTES: (SQ-0.&S> p 811&'" ,_. I DESIGN PRESSURE RATING I 1) GLAZING 1YPE OPTIONS: SEE GLAZING DETNLS ON SHEET 10. r\llril!J11~.-.r1.1· :vi' w •12, ■tffl S MS (05) o, I0.125' mh """'"u) p ...... S/tr I/tr SEE TABLES 1, 2 & 81, B2 I 2) DESIGN PRESSURES : 410 S.S. SMS SIMI.AM" Heacll'Sllf.-nm S/8" 0.0W ON SHEETS 7 & 8 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (rm. 11 --> "'-<MO' min tNcl!noH) p--111· o~ B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM E1300. A s::~~~'!.!; .__..,.,., lltr o.011•n4aL C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. p-Yr 0.011•n .. OL 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT . MATERIALS. 1,, .. !]co lMtecGn P .T. Soutt.-m pt,.. Jo:nb ,. 1-&'tr tSG•O.ffl p-1' 1..,.... INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS u.· EJ~ 410 6.8, a...n.-. ,,,1. 8oW111m P1r'9 Hl■arnM"Jl.rtf) 1' ,_. SHALL ME.ET THE REQUIREMENTS OF THE A.ORIDA BUILDING CODE (FBC). t'I0-0.55) P~ook ,. 1-M" 4) SHLITTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE . B •12. --•«-(05) P.T.1:.:i"lno Hlod/Sii,' -1.116' 1- 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO UL TRACON, CRETEFL.EX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION ConeNtt P-k 1· 1-M' SOlUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES t/4"EIU~ ,....,.:!.8!td 1-3111' 1 ,. H/4" (NON-WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA ,um,,....,, P.-1< 1· ,.,, ... REFERENCES ITEST REPORTS): FTL-6337, 6338, 8646-8649, 8652, 8717. 8968 & 8970; EXOVA-10-002-792(A) & 10-006-10231; u.e-CMu, -1·SI<' M/<4" CAMBRIDGE 535753-09; 1u• l:b, 410 s .e . o.~ 1.ASTM o«JI p-1-31<4" ,.,,... GENERAL NOTES ............ 1 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE C ea.,-i. HndllilV-1-311r 1.:t14• EXAMPLE CONFIGS .......... 2 ·-u, .. , P-IM>ok 1 ' ,...,.. HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI eo ..... , -Slfll.11<1111 1-1/2" ·-INSTALL DETAILS •.•........... 3-6 FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FBC FOR <mn. 2.22k1D 1'-1,ook 1-112" 1-DP/ANCHOR TABLES ........ 7-a PI.ASTICS, (COMPONENT REQUIREMENTS). 11, 8co HM S ,S. ....-ifiilftlUc.cll a.tU, Jamb 2" 1.11 ... EXAMPLE .•.....................•.... 9 -°'"" !ASTM"-"'" :r 1-v.e• GLAZING DETAI LS .•........•. 10 6) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE. P . 'r. zs:Ol.llham Pfna Hud/W.llmb 1' 1-3/r ANCHOR LOCATIONS ....... 11-16 9) DRAWINGS DEPICT EXTERIOR-GLAZING. HOWEVER INTERlOR-GlAZING MAY BE SUBSTITUTED. 180-0.H) --1 1-· 10) THE 5470 SERIES SLID ING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. Con<rell r,ud/11~-2-1/2° 1-31a• PANEL TYPES ................... 17 1W Elco Ull!>oon <mm.2.Ukll> p......, 2--1/T 1-311' EXTRUSIONS ..................... 18 ANCHOR NOTES: \A"lgt'IH1.Ht;;;MU, 2·1/T 1-1/4' ACCESSORIES .................. 19 1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-OADE COUNTY, USE ONLY MIAMI-DADE COUNTY 0 IOSTM ,._..,, 2~1/2"' t•l/4" SCREEN DETAILS ............. 20 Co~ttt• Hit■IVSJVJlff'C Z-·1/r 1-31'4" APPROVED ELCO ANCHORS. SEE TABU: A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE 1/4" Elco 4t0S.6. Qet.Ati , ..... S.35 kol) P.ftOok 2-112" 1-31&' PARTS LIST ........................ 21 REQUIREMENTS. _.. • .,.,u, -2-112' M/4' 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. ,;=•c.eoi p--2~1n-M/4' PRODUCT REV ISED 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112" THICK.PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO :!i1:t'~&'f~"JI. with the Plorlda IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA NOA-No . 17,0420.07 GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISD ICTION . hplr~1/2021 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILrrY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 'UNGROUTED CMl.f' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. By - 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Mla m,-..,a.,,.....-roauct ..,;ont.rol BY THE AUTHORJTY HAVING JURISDICTION . 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK. Mala,lal Min. F, ""n. F• NON-METALLIC GROUT, MAX . 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST RJLLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF Steel-92 kal 120 kal SUBSTRATE IS WOOD , 3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODE.S I STANDAROS USED: 410 Sc,-90kal 110kal OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • 2017 FLORIDA IIUILDJNG CODE (fBC~ 6TH EOrTION Elco Agg<e-GatOI® 57k1l 96kal •2014 FLORIDA BUILDING CODE (FBCi !ITH EDITION ElcoUI~ 155 kal 177 ""' INSTRUCTlONS: • ASTM E1300-09 410 89 Elco CmcFltl(t> 127.4 kal 189.Tktl 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR •ANSVAF&PA NOS.2015 FOR WOOO CONSTRUCTION • ALUMINUM DESIGN MANI.JAL, AOM-2015 601!3-T5 AIU<rirnJm 18k1l 22ktl \ \ \' • I I/ THE SLIDI NG GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, •AISI 8100--12 A38S1HI Mkal 158 kl! ,,,,, :'f LYN ,,,,✓ DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. •AISC 380-10 Gr. 3' Sled Stud 33ktl -4Sksl ,, ~o~ ........ 'Y_~ ,,. ,~ , ..... vCEN11f-·• .• ~ ',,.. 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 .!,!f TO THE NEXT GREATER LISTED u f VINYL SLIDING GLASS DOOR NOA (NI) 11 10/05/15 = * f No.68706 \ *-:;. WIDTH ANO/OR HEIGHT. = ;If!!... ; ;: 3) CHOOSE WHICH ANCHOR GROUP (A·D) IS MOST APPLICABLE . ANCHORS ARE DEFINED IN TABLE A, J GENERAL NOTES ~t i J ROSOWSKI l l\ ,Jri]1-7/l'.~ THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT ANO MINIMUM EDGE DISTANCE. U I 04/05117 ,O ·. 11i Te : Iii.~ I UPDATED TO FBC 2017, VINYL MFG. ~~·-. "l .... ~ ,' 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S REQUIRED COP'YAfGHT O 20 t 7 POT INDUSTRl:S. INC. .-, .$' •,, ORIO"., ~~ , MJ.IVGHTSAESEIMD , .s. ......... ~ ,, DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN . 1070 TECHNOLOGY DR I l!I ,,,,, 70NAL €,,,,, 5) INSTALL f:,S PER THE GUIDELINES OF THIS SHEET-SET. N. VENICE , FL 34275 ,,,,,1111111 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. ~~t4}!~!! I SGD-54701~ NTS II 1 OF 21 lhl M0-5470.0 1,,1 A A. LVNNM!UJiR, P.E P.E.158700 MAX. UNIT WIDTH --,.. __ _, NOM. PANEL WIDTH --+--::L.-1.?:i PER TABLES 1 & 2 '-MAX.UNIT HEIGHT PER TABLES 1 & 2 MAX. UNIT WIDTH -+--------; NOM. PANEL WIDTH -+----< PER TABLETS:...1:-&::..::.2_lpaa~-w----!"li-"v- t MAX.UNIT HEIGHT PER TABLES 1 & 2 u I/ 2.PANEL CONFIGUAATIONS NOM . PANEL WIDTH PER TABLES 1 & 2 t MAX. UNIT HEIGHT PER TABLES 1 & 2 -MAX. UNIT WIDTH 3-PANEL CONFlGURATIONS MAX. UNfTWIOTH ,__ ____ MAX. UNlTWIOTH ----- NOM. PANEL WIDTH MAX. UNIT HEIGHT PER TABLES 1 & 2 I I PER TABLES 1 & 2 r-rr-~.......r-11 MAX.UNIT HEIGHT PER TABLES 1 & 5--PANEL CONFIGURATIONS 6--PANEL CONFlGURATIONS ,__ ______ MAX. UNIT WIDTH ,__ _______ MAX. UNIT WIDTH ----------< 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: NOM . PANEL WIDTH -+--•-1 PER TABLES 1 & 2 f MAX .UNIT HEIGHT PER TABLES 1 & 2 I I "X" = OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB ·o·" INOPERABLE PANa LOCATIONS. EXAMPLE: 4.PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX ORXXXXp. OX:XX IN "p" c POCKET POCKET CONFIGURATION CAN BE OXXXp. I &PANELCONFlGURATIONS CLO 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" 2) 80" & 135' CORNER CONF IGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. ~ i VlNYLSLIDINGGLASSOOORNOA(NI) J 10/05115 LJ~ J EXAMPLE CONFIGURATIONS 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL ANO IS TO BE DESIGNED BY OTHERS ANO REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. 6) MAX. ALLOWABLE FRAME SQUARE FOOTAGE= 472.656 FT' ~OET AIL LETTER LsHEET NUMBER 2 OF 21 h MD--5470.0 ,~ A OETAILA1 TMRU 1XWOOO NTOMASONRY DETAIL B1 ASTRAGAI. FACING EXT. DETAIL C1 INTERLOCI< DETAIL 01 INTO METAi. METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE I ONCR,WCM" PER I ANg~OR REQUIREMENT FRAMEWIDTH ------------------------- I TYP. ANCHOR TYPE, I EMBEDMENT ANO EDGE DISTANCE PER I SUBSTRATE.SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEOMENT --t-.,,..~I ~--;? EDGE · •. / • DISTANCE/< ·:_•, JL·· .· . 114" MAX. .. w.x2e•o.c. EDGE DISTANCE EDGE DISTANCE ANCHOR~/ :sz SEE NOTE 8, 11-tlS SHEET 29 L _____ .J.. EMBEOM ENT - #8 X 3/4' SMS REI NFORCEMENT SCREW; 7 PLATEAT \ / EVERY / HORIZONTAL SECTION (XXX SHOWN)-------- a, PER STILE, LOCATED AT CENTERLINE ANO 6 ", g• & 12" FROM ENDS (FACTORY INSTALLED). ANCHOR LOCATION TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BE LOW ~----,~:~,------------- EMBEDMENT -.. ._ 1/4" ' , • • • •• EDGE :• . . DISTANCE TYP. ANCHOR TYPE, EMBEOMENT ANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL 8 2 ASTAAO,<I. FACl'l(J INT. I Eml!!Q! I L Q _____ _l EMBEDMENT HORIZONTAL SECTION (XO SHOWN) CONCRETE/CMU PER ANCHOR REQUIREMENT ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 81 llilll SHEET) 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. FORALLLOCl<Sff.ES,f :El ASTIWlAl.S, FIXW ~ STII.ESNV \:::J HORIZONTAi. RAILS S) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. f m 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREM ENTS. ALL INTERL~ I f'ii'i 7 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF OHL v \V THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STAHOAAO 7) SEE SHEET 20 FOR SCREEN DETAILS. J) ®] u : ::::::.:::r:::::·1• ,.!::.:: C0PYRIGKTO"'1J PGTINOUSTRIES,INC. l NO CHANGES THIS SHEET. u 04/05/17 ...,._,.,.._ 1070TECHNOLOGYDR f -~ N . VENICE, A. 34275 1+---~--~-----.---.----'---..._,-e--1 ~ (941)-480-1600 Cl!!! .MA MD-5470.0 I. A TYP. ANCHOR TYPE, EMBEOMENT ANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL E1 DETAIL E2 DETAIL E3 DETAIL E4 INTO W,SONRY 1X BUCKlmlJP INTOWOOO IHTO MASONRY IHTOMETAL DADE APPROVED MLLLION. FBC COMPLIANT AUJMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 ANCHOR PLATE AT EVERY ANCHOR LOCATION EXT£AlOR ¢i FOR LOCl<STIL£S. ASTRAOAI.S. FIXfOSTUS N/0 HORIZONT"Al RAILS :=i ® j ~-::. THSS11£ET l@) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE CONCRETE/Ct.-1U r--c----, PER SUBSTRATE, PER ANCHOR 'DETAIL F11 SEETABLEA, 2X WOOD BUCKSTRIP OR FRAMING , SEE ANCHOR NOTE 3, SHEET 1 REQUIREMENT . INTO MASONRY . SHEET 1 & NOTE 3, THIS SHEET DETAIL F2 IHTOWOOD CONCRETE/CMU PER -~CH~R REQ~IREMENT . ' . EMBEOMENT 1/4" MAX. EMBEOMENT TYP. ANCHOR TYPE, EMBEDMENT ANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THJS SHEET TYP. ANCHOR TYPE. EMBEDMEITT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2, 3 ANO 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. #lJ X 3/4' SMS REINFORCEMENT SCREW; 3 PER RAIL. LOCATED AT CENTERLINE ANO 9' FROM ENOS (FACTORY INSTALLED} 3} SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) CONTINUOUS ANCHOR PLATE, ITEM 118, IS REQU IRED AT ALL FRAME ANCHOR LOCATIONS. OLO WIDTH= NOM. PANEL WlDTH -8-4116" DLO HEIGi-ff • DOOR HEIGHT -11-1/16" PANEL HEIGHT a DOOR HEIGHT -2-1/2' 5) SEE SHEET 20 FOR SCREEN DETAILS. SILL RISER 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. VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7&8. +-t ,.300 1'42 SHOWN ~L! 7 .390~----i f----7 .390filf--l ~r 7 1.793 2·370 4.041 ., }--_,.~~"""s"'AL""s""'o""APPL'=-v----.823 2687 3.464 I .060 .060 d .060 ~ TYP. ANCHOR TYPE, EMBEOMENT AND EDGE DISTANCE PER SUBSTRATE , SEE TABLE A. SHEET 1 & NOTE 3, THIS SHEET 1.817 _J .060---- ,,:;-.. SILL RISER ~(2-112" TOTAL SILL HEIGHT) c.,. SILL RISER r.:,.. SILL RISER Q SILL RISER \;'.V(3-1l2"TOTAL Cl(4-1/16'TOTAL \;'.V(4-6J6'TOTAL SILL HEIGHl) SILL HEIGHT) SILL HEIGHT) ~ I VINYL SLIDING GLASS DOOR NOA (NI) IJ~ J INSTALLATION, VERTICAL X-SECT. CO'VlllGHT02011 PGTINDIJSYRSES,INC, ii NO CHANGES THIS SHEET. u 04/05/17 AURIGHTSRUERWD l-+---------------f------1f---------l 1070 TECHNOLOGY DR U N. VENICE, FL 34275 (941 )-480-1600 ceRr.Of"AVltt.m2" MD -5470.0 PRODUCT RE VIS ED ;~l1:,i:::1to"1• with tho Fk>rld:t NOA-No. 17•0 4 20.07 A. LYNIIMJLLER.P.E. P.E.168705 ~ {}, DETAILG1 DETAIL H1 INSIDE CORNER INSIDE CORNER 0 !tiIWl6 90" lillWllQ!!. ¢i NOTES 1) DETAILS APPLY TO2, 3 ANO 4 TRACK CONFIGURATIONS . 2) SEE SHEETS 14 & 1 S 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. ~ ~ VINYL SLIDING GLASS DOOR NOA (NI) IHffi!l!lll!. ¢ 90• ca>vAJGHT02011 PGT...,.,.mu, INC. f NO CHANGES THIS SHEET. ,U 04/05117 M.LRtGKTS R£IER.'IEO t-+----------------1-f-------l LJ~ j CORNER ASTRAGAL HORIZ. X-SECT. 1070TECHNOLOGY DR I 0 N. VENICE, FL 34275 (941 )-480-1600 AUn-f.nt2DS M0-5470.0 l1 A DETAIL H2 80' Ol/TSIOE CORNER PRODUCT REVISED :!ir:.::'i!:'1. with tho FlorJcla NOA-No, 17-0420.07 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. ~ METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 l>ITO METAi. EMBEDMENT L DETAIL 11 INTO MASONRY INTERIOR POCKET EDGE DISTANCE l 1/4"MAX.J EXTERIOR POCKET 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. 6) 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 A\JTHORITY HAVING JURISDICTION. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, see TABLE A, SHEET 1 & NOTE 3 , BELOW EDGE DISTANC .. :· ':' ..... : . . . ...... ~-~ ,. . · ...... AOURE 1. WERloa<s ATPOCl(ETS: FOR DOOR HEIGHTS 96• AND LESS: FOR DOOR HEIGHTS OVER oo• EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEOMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. S HEET 1 & NOTE 3 , BELO T EXTERIOR POCKET 2X WOOD BUCKSTRIP OR FRAMING, SE E ANCHOR NOTE 3, SHEET 1 OPT.ANCHOR DETAIL 14 ,mowooo TABLE 1: Design Pre u ure (D P) and Anchor Quantitlea Requ ired , (b' all aj)plllled con~ions on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: Coor Unit Height 84' 98" PRESSURE, USING THE ANCHOR OUANTIES LISTED BELOW. SEE TABLE A. As~ Rolrmcemert #'JS 80' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. t..ocksti e Retnt>rcement #25 or #26 68-15116' DLO Heigh! n -15116" OLO Height 84-15116" DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE Std. ~erlock Retnbrcemetrt #27 Anchor Group Anchor Group Anchor Gl'Ol4) MAXIMUM POSITIVE OP DUE TO me SILL HEIGHT MUST ALSO BE A I B I C I D A B I C I D A I B I C I D CONSIDERED, SEE TABLE B1, THIS SHEET. ~Pmnure +127.1 I -f27. f ,,,,, +1201 -120 psf +102.111-102.9 psi -# OF ANCHORS THROUGH THE HEAD & SILL (EX: FOR C3+1, 3 ANCHORS 1S-1/8' Head/SRI C5+1 I ca+t I C3+1 I C3+1 C5+1 C3+1 I C3+1 I ca+1 C5+1 I C3+t I C3+1 f C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" OLD Jamb 5 I s I e I s 5 s I e I 5 5 I 5 I 6 I s MIDSPAN OF PANEL). Width r---::-TOTAL # OF ANCHORS THROUGH THE JAMB. P-hOOk 7 I 7 I 7 I 7 7 r I 7 I 7 a I 8 I a I e r-------_ THE# OF ANCHORS REQUIRED TliROUGH THE P-HOOK, Dt,slgn Pt8Sstn +106,S I -106.3 psf +100.21-100.2 ps( +M.31-85.3 pot 25-1/8" Hea<VSHI es+-1 I ca+1I C3+1 I ca+1 CS+-1 C3+1 JC3+1 JC3+1 cs+1 I C3+1 I C3+1 I ca+1 PERPENDICULAR TO THE GLASS. 30' DLO Jamb s I s f e I s 5 s I e I s 5 I 5 I e I 5 Width s: P./>oek 7 I 7 I 7 I 7 7 7 I 7 I 7 &I BfB J B ! Design Prnoue +112.9I-92.llpsf +87.Sl-87.3ps( +73.8I -73.Bpof 1 31-118' Head/Sm cs+1I ca+1 I ca+t lC3+1 es+-1 ca+1 I C3+1 I ca+1 C5+1 IC3+1 fC3+1 f C:341 (>. 36" OlO Jamb s I s I e I 5 5 s I e I 5 5 I 5 I 6 I s ! Width 7 I 7 I 7 I 7 7 I 7 I 7 8 I e I e I s P-hock 7 I Design P18UIIO +78.4/-784 p&f +78.4 1-78.4 pat +65.8 / .«;.8 psf 37-1/8' Head/SIU C5-t-2IC3+1 JC3+1 f C3+1 cs+2 C3+1 I C3+1 I C3+1 C5+1 I C3+1 IC3+1 I C3+1 TABLE B1: 42• DLO Jamb s I s I 5 I 5 5 s I s I s s I s I e I s Width Wat.r-1..lmlted FIG~ P./look 7 I 7 I 7 I 7 7 7 I 7 I 7 8 I e I s I 8 (+) Deaign p,....,. OH LENGTH Design P/9Ssvre +GO I ,60 psi /', +.60 /-«Jpaf HSOl -«Jpsf SDI Norn. SIii Max . (+)DP 43-118' Head/SIi C3+2 I ca+1 I C3+1 I C3+1 C3+2 C3+1 I C3+1 I C3+1 C5+2 I ca+ 1 I c;a..1 I C3+1 Rlse< Height Allowed DOOR ASSEMBLIES 48" DLO Jamb 15 I II I s I i; 5 s I s I s s I s I s I 5 !i: INSTALLED WHERE THE Width None 1-11118" See Note2 !2 PRODUCT R E VISED P-hook 7 I 7 I 7 I 7 7 7 I 7 I 7 8 I e I e I e 42 2-1/2' +38.7 psi UJ OVERHANG (OH)LENGTliJS ::li:,-::'~!:lo with tho Florlda ;r EQUAL TO OR GREATER THAN \J 43 3-1/2' +eo.o psf 5 THE OVERHANG HEIGHT JS NOA-No. 1 7-0420.07 USED IN EXAMPLE ON SHEET 9 44 4-1118' +80.0psf EXEMPTED FROM WATER Expl,atlon Oat• 04/2112021 45 4-618' +100.0 psi -INFILTRATION RESISTANCE. /4 _..v, By MJam1...uai:R Product Conuv, / DLO WIDTH~ NOM. PANEL WIDTH -8-9/16" DLO HEIGHT: DOOR HEIGHT -11 -1/16" \,,1 11 ,11 ,,, ,,,,, i,IV LYN1./'1,, PANEL HEIGHT: DOOR HEIGHT · 2-1/2" ,, ~'(',o .......... -,,, /, ~ ~-/ IJCENsi·•,~ /~~ TAE!.LENOTES : 2 .... ....~ ~ u 8 VINYL SLIDING GLASS DOOR NOA (NI) /JI 101os,1s ;: *: No. 587~ •• 1l :: :: : t~.:~:;:;: *:: 1) IF WATER INFILTRATION RESISTANCE IS REOUIRED,TliE LESSER VALUES OF EITHER TABLE 1 ~ti J ROSOWSKI ANO TABLE B1 DETERMINES THE WATER LIMITED(+) DP. OP & ANCHOR QUANTITY TABLE ti\ :t 1i~-:,. / ~I 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL I NO CHANGES THIS SHEET. 13104/05/17 ~ ~--•• ,. TE / §J2 RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. COPYfHGH'T O 2017 PGT INDUSTRIE.B. INC. ~/ iS' ',.,lOR10,._,,,• ,# ,' 3) SEE SILL RISER lYPES ON SHEET 4. M.1.ftJOKTS- i!I ,, .S-~ ........ ,r,.G ,, 4) SHEET APPLIES TO 2, 3 AN.D 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY OR I ,,,, OAJAL € ,,,, 5) REFER TO ANCHOR NOTES, SHEET 1. N. VENICE , FL 34275 ,,,,,., "'''\ 6) SEE SHEETS 11-18 FOR ANCHOR LOCATION & SPACING (941 }-480-1600 lsG0-5470IJI NTS Il l 7 OF 21 lh l M0-5470.0 1,,1 A A.l Y'NN:MILLER.P.E. .:..._ ;. .. t.rTK.ma P.E.1 58796 TA8LE2: Design Pressure (DP) and Anc hor Quantities Required, (tr an appn:M!d conlgUratlons on Sheet 2) Use this table br. Door Unit He!Qht Astr&Qal Reinft)toement ffi 80" 84' S6" Lockste Relnlcroffllenl #'25 68-15/16• DLO Height 72-15/16" DLO Height M-1511&• Dl0 Heljjhl HD Interlock Relnbcement #28 Anchor Group Anchor Grcup Anchor Group A I B I C I D A I B I C I D A I B I C I D Design Pl"euUte +169.4/-169.4 psf +1eoI -160 psr +1~. f/-137.1 psf 1&-118" Head,ISlll es+1 I es+ 11 es+1 1 C3-t-1 cs,.11es+11cs+1 IC3+1 CS,.1 f C5+ 11 C5+1 l C3+1 24• OLO Jamb 6 I i; I 1 I s 6 I s I 7 I 5 6 I 5 I 7 I 5 Width p.t,ook 1 I 1 I 1 I 7 7 I 7 I 7 I 7 8 I 8 I B I 8 Design Pressun, +141.8 I -141.8 paf +133.ll l-133.Bpsf +113.8t-11s.8 psr :z:..1,a· Head/SIU C5+2IC5+1 IC5+1 IC3+1 C5+1IC5+11cs+f[C3+1 cs+1 I cs+1 I cs+1 I C3+1 'J/1' DlO Jamb 5 I 5 I 7 I 5 5 I s I 7 I s s I s I 1 I 5 Wldlh P./lool< 7 I 7 I 7 I 7 7 I 7 I 1 l 1 8[8]818 31-1/8" CJeslgn Pmssum +123.9 I -123.9 psr +116.4I-11/U psf +96.5/4J8.5psf Head/Sia cs+2les+1 IC5+2IC3+1 cs+2 I cs+1 I es+21 C3+1 C5+2IC5+1 lc:;t-1 IC3+1 36' DLO Jamb s I s I 7 I 5 s I 5 I 7 I 5 s I 5 I 7 I 5 Width .c P./IOoK 7 I 7 I 7 I 7 7 I 7 I 7 I 7 e I a I e I 8 I Design PINSIH9 +104.S/ -104.5 psi +104.51-104.5 psf +67.81-87.8 psf ! 37-1 (8· Head/SIi e&+21 C3+2I cs+2fC3+1 es+2I05+2IC5+2IC3+1 C5+2IC5+1 IC5+2IC3+1 .. ~.2" DLO Q, Jamb 5 I o I 1 I i; 6 I s I 7 I 5 5 I s I 7 I 6 ! Wkfth P-hcok 7 I 7 I 7 I 7 7 I 7 I 7 I 7 e I a I e I s I Design Pre&sure +IJ()/-80psf +80 I -lJO p11f ♦8()/-ll(Jpsf 43-1/8' Head/SRI C5+2fC3+2jC5+2fC3+1 cs+2jC3+2IC5+2IC3+1 C5+2IC5+2IC5+2IC3+1 48" DLO Jamb s I 6 I s I s 5 I 5 I 6 I 5 6 I 5 I 7 I 5 Width P-hook 7 1 1 I 7 I 7 7 I 7 I 7 I 7 a I s I s I e Design P,essure +74.1 1-74.1 psi +74.11-74.1 psi +6S.B/-ll3.8 p11f 49-1/8· Head/SIii cs+2Jca+2 I C3+2 IC3+1 C5+2IC3+2IC5+2IC3+t cs+2 I C3+2 I C5+2 I C3+1 54• OLO Jamb 5 I s I s I s s I 6 I e I s s I 5 I a I 5 Width P•hook 1 I 7 I 7 I 7 1 I 7 I 7 I 1 a I s I s I 8 0.$/Qn Pmssuro +60I-&lpsf +60/-BOpsf +6()/-ll(Jpsl 55-1/8' Head/SIii C3+2 I C3+2 I C3+2 I C3+1 cs+21 C3+2 J C3+2 I es+1 C5+2 J C3+2 I C5+2 I CS+1 6(1' lllO Jamb s I 5 I s I 5 s I s I s I s s I s I s I s Wlc!th P•hook 7 I 7 I 7 I 7 1 I 7 I 7 I 1 a I e I e I e TABLE NOTES: 1) IF WATER INFILTRATION RESlSTANCE IS REQUIREO,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE 82 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, +OP'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. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-18 FOR ANCHOR LOCATION & SPACING 108" 120" ~15.'16" OLO Height 108-15116" OLO Height AnchorGroop Anchor Group A I B I c I D AIBICID' +121)/ .130 pat +106.7 I -116.6 psf • cs+1 IC5+1 les+1 IC3+1 CS+1 T C5+1T C5+1l C3+1- a I 6 I a I a e I 6 I a I e e I 9 I 9 I e 10 I 10 I 10 I 10 +99.11-107.4 psi +87.81-95. 1 psf C5H J C5+1 l C6+1 I C3+1 es+1 I cs+1 I cs+t I C3+1 eJelele e1e1a1e &leTels 10 l 10 l 10 T 10 +85.3/ 412.4 psi +75.31-81. 8 psi C5+1 I cs+1 I C5+1 I C3+1 cs+1Tcs+1TCS+1TC3+1 elaTale elelale 9 I e I 9 I e 10 I 10 l 10 l 10 +7S.7/-82psf +66.6 I -72 pd Cs+2IC5+1 IC5+2IC3+1 C5+1 IC5+1 IC5+1 IC3+1 e I a I e I e s I s I e I e 9 I 9 I 9 I 9 10 I 10 I 10 T 10 +llO 1-1!5 psf +«I/ -ll!; psf C5+2 I C3+1 I C5+2 I C3+1 C5+2IC5+1 l C5+2 TC3+1 6 I s I 7 I e 6 I e I e I 6 9 I 9 I 9 I 9 10 I 10 I 10 I 10 Not available in these sizes . A NCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN ESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. EET 1 FOR COMPLETE ANCHOR LIMITATIONS. 1/:: THE MAXIMUM DPAT THESE ANCHOR QUANTITIES. ADOITTONALLY, THE MAXIMUM POSITIVE OP 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 USTERED AT PANEL MEETING POINT ANO 1 ANCHOR REQUIRED AT DSPAN OF PANEL). --CL Ml -TOTAL# OF ANCHORS THROUGH THE JAMB. !---TH E # OF ANCHORS REQUIRED THROUGH THE P-HOOK, RPENOICULAR TO THE GLASS. PE TABLE 82; DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG(OH)LENGTHIS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE . W ater-Umltod (+) Design Presa.ore SIN Nan. SIR Max. (+)OP Rlser Heloht ARowed None 1-11/18' SeeNo!e2 42 2-1/2' +38.7 psf 43 3-1'2" +80.0psf 44 4-1/18' +80.0 psf 45 4-518" +100.0 psf DLO WIDTH= NOM. PANEL WIDTH · 8-9/16' OLO HEIGHT= DOOR HEIGHT · 11-1/18" PANEL HEIGHT = DOOR HEIGHT • 2-1/2" , VINYL SLIDING GLASS DOOR NOA (NI) COPVRICJ« 0 2017 PGT ltOJITFUES. lfC. AU. fUGKT8 ftESERVB> 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941r480.1600 Rl.OF,ll,UTH, DP & ANCHOR QUANTITY TABLE NO CHANGES THIS SHEET. MD--5470.0 If A EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION· PXXX, INTE RIOR MOUNT POCKET, 48' X 64' NOM. PANELS, fRAME JAMB REQUIRal @ INT'EIUOR POCKETS LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOO SUBSTRATE, PROJECT DESIG N PRESSURE REQUIRED: +48 .2/-58.6 PSF ~ c:;, P-HOOK ANCHORAGE DETAILS 7 21.8' MAX. o.c. ! J>OCKETBY OltlERS, SEE NOTE6. SHEETS POCKET BY OTHERS.SEe NOTES. SHEET8 SfUCEl40TE: N<»l-&TRUCTUW. ANCHORS MAY BE ADOED IH-l'IEI.D AS NEEDED TO ALIGN THE HEAD OR 61U FA SPLICE OCCURS wmtN A POCKET. SEEPOCKETJN.48 INSTAUATIONON St£ETS SUSl'I.ICE '+2" ANCHORAGE, 0 11 INTERIOR CEHTERLJNE OF PANEL 1 ~---~~~k QEET 11 'C3"CLUSTER, SHEET\1 SEE POCKET JAMB INSTALLATION ON INTERIOR POCKETS SI-EETO 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +-48,2/-58.6AT ANOM. PANEL SIZE OF 48' X84". FROM TABLE 1, SHEET 7, THE DESIG N PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY I Head/Sil I C3•2 I ANCHOR IN GROUP A {SEE TABLE A), TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF : . P-llCOk . 7 . 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: e· MAX. HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE •ca• CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL 7 JAMB ANCHORAGE DETAILS HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SIU (0.USTER ANCHORSt SHEET 11 FOR THE •ca• O.USTER ANCHORS AT THE INTERLOCK/ASTRAGAL. Sill (INTERMEDIATE ANCHORS): SHEET 11 FOR TI-IE '+2 ANCHORS AT THE MIDSPAN OF EACH PANEL CEHrERJJNE OFPIWEL2 H EAD ANCHORAGE DETAILS PXXX (3-T RACK) f--CENTERUNI! I OFWTERI..OCK •+2" ANCHORAGE. S>ET11 CENTERLINE OFPANEL2 "C3" ~~~ El«> ANCHO!IAGE (MIN. 1 ANCHOR) S ILL ANCHORAGE DETAILS PXXX (3-TRACK ) END PANEL ANCHOR EXCEPTION: DISTANCE TO NEXT CI.USTER --TO BE 2W,,S: o.c. OR LESS I . , , , -. F o, A . ,1 - --- -CEN'llaRUNE OF ENO PAN EL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF ENO PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-318", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA (NI) FOR PRODUCT REFERENCES. ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. u p:j:jooK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. I STRAIGHT DOOR EXAMPLE B) SHEET 10 FOR SPECIFIC GLAZING TYPES . • COPY100KT 0:ao11 POT.._s,..,, l NO CHANGES THIS SHEET. SEe FlGURI! BELOW FOR AOOITIONAL ANCHOR l"-"OOMATION. CENTERLJNE OFPNIEL 3 6" MAX. EXTERIOR D, SEE FlOURE Bel.OW FORAOOITIOIW. ANCHOR INFOfiMATION. CENTERUHE OFPAHEL3 C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: IJJ..fUQKT8AU!:RVED 1-l----------------1--1----1 D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES . F) SHEET 21 FOR A BIU OF MATERIALS. HEAD & SILi,; SHEET 4 JAMB: SHEET 3 P4iOOK: SHEET 6 1070 TECHNOLO GY DR .I N. VENICE, FL 34275 (941},480..1600 Cffll. C#-.AU1lL l2t'2'N MD-5470.0 I. A A. LY.,. MIU.ER. P.E. P.E,IM106 @ DURASEAL® SPACER SUPER ® SPACER® NXT™ POLYISO- BUTYLENE SEAL EXT.GLASS DESICC..vlf Fill AREA 511&"NOM. XL EDGE"' @ SPACER NOTES: Qmw28. PROOUCT IS "EXTERIOR· I GLRE0'1Ffl!2""31S ( TOWARDS Tl£ EXTERIOR. I I Q W1!!2!! I I I GLASS OET AIL PAINTED/ LAMINATED SURFACE 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. "T" = TEMPERED ! VINYL SLIDING G LASS DOOR NOA (NI) M GLAZING DETAILS COPYRIOH1 0 2017 POT IN0UST'Ri2S. INC. AU.IUGHTSJWiliRVED l-+---------------l---1----l 1070 TECHNOLOGY DR N. VENICE, FL 34275 (94 1 )-480-1600 T.Ol'AUTH.1292;11e MD-5470.0 f A PRODUCT REVISED :!,r:t::~:Po with t h• Ftortda NOA .... o. 17.()420.07 SILL C L USTER ANCHORS LAYOUT: SILL "+" INTERMEDIATE ANCHORS LAYOUT: ASTIWlAI.QR ASTIWlAI.QR i1-=1r ~f~~~r ,-~ t ~~ f ll-=-l .f f t 11~~*·· Jj~~·-. ~ EXTERIOR ◊ 2-TRACK CLUSTER 'CS" ◊ 2·1'RACKCl.='C5" ◊ 2-TRACK 1-0!ATE ,!J, 2-TRACK INTERMEDIATE ◊ 2-TRACK IITT-D!ATE ANCHOR LOCATIONS ANOiORLOCATIONS •w ANCHOR LOCATION -+2' ANCHOR LOCATIONS -.-s ANCHOR LOCATIONS ASTIWlAl.OR > ASTRAGALOR >4•A ~7 4",.__ NTERl~7 CENTEAUE CENTEl'UJNE PAIIE~7 PANEL > CEMTEIUJ>E7 4•A PANE.l CENTERLINE 7 >4•A ~ / ~ ~ i y / ~ / • / . II / ♦ I / II / . f • I f f 0 f ~ -1--3.22" ~ 3.22•'....-l -EXTERIOR I ~ -I ~3.22" ~ ---. ~3.22" ,!J, 3-TAACK CLUSTER 'C3" ,!J, 3-TAACI< CLUSTER 'C6'" ◊ 3-TRACK INTEJUAEOIATE -0, 3-TRACI< INTERMEOIATE ◊ 3-TRACK IN'l'ERMEDIATE ANCHOR LOCATIONS ANCHOR LOCA110HS "+1' ANCHOR LOCATION "+2' ANCHOR LOCATIONS •+3•ANa«:>RL.OCAT10HS ASTIWlAl. OR > 4•A ASTRAGAI.Oft > 4•A PANEi. PANfl7 PANEL > 4•A INTEJl~7 INTERLOCll-7 CENTERI.NE -7 CENTERLN, CVITERUNE7 CENTERll'IE CEHTER!.INE i , l / i i l , , 0 / / . /o / 0 . / / / / . / ti . ( I • ti EXTEruo!l -1--3.22" EXTERIOR -1--3.22" ~i ~ I ~ -1-3.22" ~ 4-TRACK CUJ5TER ~ 4-TRACK CI.USTER ,!J, •·TRACK INTERM£0fATE ◊ 4-TRACK INTERMEDIATE ,!J, 4-lAACK INTERMEW.TE 'CT ANQlOR LOCATIONS 'C5" AHCKOR LOCATIONS •+t • ANCHOR LOCATION •+2• mCHOR LOCAllONS -.:r AHCl10R LOCATIONS NOTES: AGUMES P'ellAlf TO THE FOU.OWIMG 81.L. :::::::•r ~-°" -~'"'°'"'OWED NOTES: am;RMEOl,,\TE ANCHOR t.OCATIONS: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ~~I ~~· DISTANCE IS 2.375" 2.375 2) TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" FOR All SILLS: PRODUCT REVISED \\)\II II I I 1 ;:ir:,:&1i!:I. with th• Flori da ,,,,, t,IY LYN;(/✓,, ,, ~v,9, .......... ,,,, ,,,_ NOA-No. 17-0420.07 ,, ,t. .-' \)CENs~••, ~ -:,. fJJUtC9 Pl:RTAN TO 1tt! ,OU.OW'tlOA!. Expiration Data04121 /2021 2' ..... ··-.. ~ ~ Q.USTVl .votOH LOCA'10frila :: * : No. 6870!; \ '1) :: QaJ,ill , u i VINYL SLIDING GLASS DOOR NOA (NI) 1~ 10/05/15 By ~ = =a.~=*= MJam.-u~ Product control t l··.. n r,-/ If J J ANCHOR LOCATIONS A ~1 J ROSOWSKI ,r ~ ~ ·· ... ~( ,. ... ··· {i} ... ~ COPVRl:OHT02017 PGTINOUSTRIES. IINC. I NO CHANGES THIS SHEET. u 04/06/17 ,,/<SI&·-.~!?..,· c,~-- AU RfOf,fTS ftE.9ER\lm ,,,/ONAL e~,,,,' 1070 TECHNOLOGY OR I ·~ I 1 1 I I I r1 \ \\ \ \ I Jemb I 5 I N. VENICE, Fl 34275 IP-hook I 7 I (941 )-480-1600 SGD-5410IJI Nrs IJl 11 OF 21 l~i j M0-5470.0 ~ilA A LYNNMUER.P.€. Ct:R.T. Ofl AUlK, l'mM P.E:.158705 I H EAD CLUSTER ANCHORS LAYOUT: H EAD •+• INTERMEDIATE ANC HORS LAYOUT: ASTRAOALDR I/ -GAla\ i/ ecm:.=--PANEL-I/ 4' INTERI.OCK-4' INTERI.OCK-4" ~!~~ 4• CEN1VILtE "-CEIITTRUNE f-...... t I /'-. CENTERUNE f'-.... ~~ ~~ ~~ ~~ I ~ I ~ I I ~ I ~ EXTERIOA --l-3.22· ~ 1---.-+-3.22" ~ ~ ---+-3.22" EXTERIOR --1-3.22" ◊ 2-TRACK ClUSfER "CY ◊ 2-lRACK CLUSTER "C6' ◊ 2-lRACK M"fRMl:DIATE ◊ 2-TRACK WTERMEDIATE ◊ 2-lAACK INTEIWEOi,.TE ANCHOR I.OCATIDNS ANCHOR I.OCATIONS ••1• ANCHOR LOCATION ,.2" ANCHOR LOCATlONS .. 3' ANCHOR LOCATIONS A..'ll'R,IGAI. DR >4• ASTRAGAL OIi > 4• PAAR ) MERL~7 ~7 CE~:-PAIE~7 CENTERUNE 7 4" ,._ CENl ERLI-E CENTERLM -4.75" ~ , , ' ~ / '· ~ ~ ~ , , ..._ I/ / / / I II / I / I / I I EXTERIOR -, ~3.22" ~ __, 1--3.22" ~R I ~ I ~ -1--3.22" ◊ ◊ 3--TRACK CLUSlcR "C6" ◊ IHRACK INTERMEDIATE ◊ 3--lRACK llifERMEDIATE ◊ 3--lRACK MEIIMEDIATE 3--TRACK CUJSnaR 'C3" '+1" ANCHOR LOCATIOH ·•2'"' ANCHOR LOCATIONS "+3' ANCHOR LOCATIONS AIICHDII I..OCI\TIONS ANCHOR LOCATIONS ASTIW3AI.DR /4'A. ASlllAGAI.OR /4"A PANEL PANEi. PANEL ;4•A. HTER~7 llifERLOCK-C8<TERI.INE7 CENlcRLINE7 CEHTERUNE7 CENTERLINE ceNTERUNe I i / i , , ~ i i , / / I/ / I / / / I I I I I EXTERIOR --l--3.22• EXTERIOR -1--3.22' EXTERIOR EXTERIOR I EXTERIOR --I 1--3.22" {} D, {} •-TRACK INTERMEDIATE ◊ <-TRACI< INTERMEDIATE '+2" ~ .._lRACK INlfRl,lfOIATE '+3' .._ TRACK CLUSTER 4-TRACK CLUSTER "+1 " ANCHOR LOCATIOH ANCHOR LOCATIONS ANQIOR LOCATIONS "C3'ANCHOR 1.0CATIONS "CS"ANCHOR lOCA TIOHS NOTES, FICJ4MfJJ PERTAll TO THE FOU.OYffliG HEM> 1) ALL DIMENSIONS SHOWN ARE BASED ON M INIMUM AUOWED. l OCAT'lnlM:: NOTES: tmJ ,m .. ~,=~=~ ~~ 1) ALL DIMENSIONS SHOWN A RE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.375" ~~·-FOR All HEADS: 2) TRACK-TO-TRACK DISTANCE IS 2.375" FOR A LL HEADS; ,,,,11 111,,, PRODUCT REVISED ;~it:,':::'t!!'/o with t h• Ftor1d• ,,,''o~Y LYNJv 1 '',, I Jamb I 5 I ,, :.\yl , .......... _,,,, // A04.AU~,,_... '"" Hf.AD I P-tooc:k I 7 I N OA-No , 1 7-0420.07 ,,' .;f./ 1,ICEN.s-/···~<'. ~~ a.u3TCR NfCHOR.UJCA110H8: b plrallon Date 04121120 2 1 .:-.. · ·--~-:. [IJJJ,ill , u I! 10/05/15 By,,,..,,,-,-~ ~ * :' No. 58705 \ ~ J V INYL S LIDI NG GLASS DO OR NOA (NI) = il~ '*= M fam ,.......,•~ r l'oauct \.Ontro t --o. . - M A NCHOR LOCATIONS B ~1 J ROSOWSKJ / ~ i \ 'l l 19-.-·'tt_E ~=-<' • ••• STA •.. :~ ~ I NO CHANGES THIS SHEET. u 04105/17 ~/~ ··~OR10P. .. -· ,#' ,, OOPYRtIDfT C '2017 POT N>l80UU. N'.:.. // IS'~ ....... ~G ,, ALL RIGHTS RESEfCW0 ✓,,, ONAL €: ,,,, 1070 TECHNOLOGY DR I I! 11 I I I If II\\\\ I I Jamb I 5 I N. VENICE, FL 34275 I P-hcck I 7 I 1 S GD-5470I1 I NTs 11 1 12 O F 2 1 Ix ,I ~l l A (941)-480-1600 MD-5470.0 A. LYNN MU.al. P.E. CERT,"""' . UTM, -PU68705 P-HOOK ANCHORS LAYOUT: OPT. ANCHOR ~ TOAID IN ALIGNMENT NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. JAMB ANCHORS LAYOLTT, (PARTIAL VIEW): F10UA£S PSIT~ TOl}5RJU..OWWQ .W.. ANCHOR LOCATIONS: -:-1 .r:--2.375" -aH r, 4.75" l:Adbl ---- ~ 7.125" 21.6' MAX. o.c. 6" MAX. r-;;RACK FRAME JAMB ANCHORS JAMB (3) TRACK WEEP HOLES ,/'C EVERY 24"@1 .125' X .190";_/ (1) WEEP NOTCH EVERY 24"@ 1,375" X .500" L L 21 .6" 21 .6" MAX. MAX. o.c. o.c. t f I I 6 " 6 " MAX. MAX. ,-;:;RACK FRAME JAMB ANCHORS '4-TRACK FRAME JAMB ANCHORS JAMB (6) TRACK WEEP HOLES ). EVERY24'@1 .125"X .190";_/ '- (1)WEEP NOTCH EVERY 24' @ 1 .375' X ,600' SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS) ~ ! VINYL SLIDING GLASS DOOR NOA(NI) JAMB NOTES: 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 ME.ET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERJOR. (10)TRACKWEEPHOLES ), EVERY24'@1 .125"X .190";_/ - (1) WEEP NOTCH EVERY 24' @ 1.375" X .500" PRODUCT REVISED :!,~:,::~. with the Plorida NOA-No, 17-0420.07 Expiration D•t• 04/21/2021 LJ ~ ANCHOR LOCATIONS C """""""'L==..,.., ,NC. L:l:.L....N.:..o_c_H_AN_G_e_s _r_H_1s_s_H_E_ET_. -----+-l_!+-o_4_/o_5/_1-11 1070 TECHNOLOGY DR f I! N. VENICE , Fl 34275 (941)-480-1600 Cf.RT M. M0.5470.0 i A A.LYNNMUER,P.E. P.E.-58705 HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: SILL 90° CORNER C LUST ER ANCH O RS LAYOUT: iro.JRUI PERTAINlOTHt! ~ 80" CORNER SU. AHC!tORLOCA'llOHS: 4" l--+-3.22' 2-TRACK90'00RNER ~ 'C<' ANCHOR LOCATIONS 9 (USE WHERE 'CS" IS SPEQFIEO) flt ff ITT y S-1AACKllO'CORll5R ~ "C("ANO«!RlOCATIONS V (USE\MICRE "C3" IS SPECIFIED) nnnnt'I / i> 4" A 4• ~ / /J.!::======I I/~,~ / / +TRACK 80" CORNER "C(" ANCHOR LOCATIONS (USE WHERE 'c:3° 1$ SPEClfEDJ FIGURES PERTMf TO THE. F0li.OWW"O IO"' CORHER HtADANCHOftLOCATUCS: 90• I HeodlSI I lC~) \ I I Jamb I 6 I l~-hcok l 7 I ~ ./._ 4• ' [> 4 " ,/"---/' ,A Jl!=:::¢:/:::;::::il~:::zc:I~ ~ I-----+-3.22" TOR 2•TRACK 90' CORNER "CO' ANCHOR LOCATIONS (USE WHERE "Cli" IS SPECFED) Frfli ffl y t---1--3.22" EXTERIOR 3-TRACK IIO"CORNER ~ "C6' NICHOR lOCA TIONS V (USE WHERE "C6" IS SPECIFIED) fJflAAfi J. ' -->-3.22" 4-lRACK IIO" CORNER EXTERIOR 'C6' ANCHOR LOCATIONS ~ (USEv.tERE "CS" IS SPECIAED) NOTES: "'li'1l"1 A,- L .. ~ ~ 4• 4• fd A r / " ~~ I/ .,, . 2-TRACK90'CORNER EXTERIOR 'C4'ANCHORLOCATIDNS -i,-- (USE \',1-IERE "C3' IS SPEQFIED) V '"II ii ii 1 J. 4 • Y ,--_,_3,22• 3-TRACK 90" CORNER EXTERIOR 'C4' ANCHOR LOCATIONS ---.,--- (USE WHERE "C3' IS SPECIFED) V 4•J '"fl' Tf 'ff lU 'I'- }' 4" ii ~ A , ! I/ o' " I/ I/ . 4-lAACKIIO"OORNER ~ 'C4' AtlCHOR LOCATIONS V (USEWl1ERE 'C3" IS SPECFIEO) "'R'1M ,.... . L fo ' ~ 4• 4• r rd A , ' / o' . 2-TRACK IIO" ~ EXTEltlOR, -ca• ANCHOR LOCATIONS _n (USE v.tiEltE "C5" IS SPECIAED) V .j_ 4" I' 4•~ 'TIRJI . ' 'o " )' V t ii / JI I . Y ----.-3.22" 3-TAACK IIO"CORIER 'C6' ANCOOR LOCA TlOOS (USE IMiEAE 'CS' IS SPECIFIED} "'IRWill ~ EXTERIOR --u- I Head'SII I •~1 I IJam1>1 61 I P·hook I 7 I PRODUCT REVISED as comply1r19 with th• Florlda BuUdlng Codo NOA-No. 17-0420,07 Expiration Dal• 0 4/21 /2 021 -~ ~r,:c,,.,.=".;.o~a~9"'. ,.t",,§od;:u::::c:;:,C;;:o~n"'t,,""01,- r 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. • VINYL SLIDING GLASS DOOR NOA (NI) I~ 10/05/15 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE ;;~;;;;DE (SHOWE ~7:RNiCEkJ::NS. FOR ALL HEADS ANO SILLS: E S1 F S1 C0P'r'fflGHT O 201 'I POT H«>USTRJES. ~ ALL AKJHTS 1':!.SERVED 1070 TECHNOLOGY OR N. VENICE, FL 34275 (941 )-480-1600 UlltT,OFAUTM.nra&f ANCHOR LOCATIONS D ~"'I J ROSOWSKI ~ NO CHANGES THIS SHEET. ,U 04/05/17 I! SGD-5410IJI NTS Ill 14 OF 21 HEAD 135° CORNER CL USTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: FIOl...fl£4 f'e\TAN TO TIE F0U..OM«l 115• CCJHNt)l SU ANCHOR t.0CAT1CNS: 2-TRACK 135• OOANER 'C4"' ANCHORLOC ... TLONS (USE WHERla "C3" IS SPECIAEO) >-TRACK 135"00Rf,ER 'C4" AHCHOR LOCA"f!ONS (IJSE v.ttEIU: 'C3" ISSPECFED) 4-TRA.ct< 135" CORNER "C4" ANCHOR LOCATIONS (USE WHERE 'C3" IS SPECFIEDJ not.ltES PERTAJlol TO TIE FOU.OWN.1 13$• CORNER HEION'ctKIA LOCA~: Head/SIR Jamb 5 ...___....__3.22" 2-TRA.CK 135" CORNER "Cl5" ANCHOff LOCATIONS (USE WHERE 'CS" IS SPECIAED) $-TRA.CK135"COR/et 'CS' ANCHOR LOCATIONS (USE WHERE 'C6• IS SPECIFlED) EXTERIOR --u- ~ 4-TAACK 135'CORNER ◊ •ca• ANCHOR LOCI\TIONS (USE WHERE -CS-IS SPECIFIED) NOTES: 2-TRACK 135• CONER 'C4"' AHCHOR LOCATIONS (USE WHERli 'C3" IS SPECIAED) 3--TRACK 135• CORNER "CC" ANCHOR LOCATIONS (USE WHERE 'CJ" IS SPECIFleD) ._TAACK 135• CORNER 'Cl' ANCHOR LOCATIONS (USE WHERE 'C:l" IS SPECf'lfO) 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM AUOWED. 2 ) DETAILS DEPICT ANCHOR QUANTITY AND SPACING , AND WOULD BE ;;;;~;;;:;~DE(SHOWf Ehl:~iBJ 5 ~Ns. FORALl HEADS AND SILLS: E B1 F S7 2-TRA.CK 135• CORNER -CO-ANCHOR LOCI\TIONS (LISE WHERE "CS" IS SPECIFIB>) 3-TRACK 135" CORNER U-ANCHOR LOCATIONS (USE WHERE 'C5" IS SPECFIED) i~ ._"TRAC,< 13S"CORNEI> "<:6" ANCHOR lOCATIONS (USE WHERE 'Cfi' IS SPECIFIED) J VINYL SLIDING GLASS DOOR NOA (NI) M ANCHOR LOCATIONS E OOPYfUOHT0 2017 PGTlNDUSTRJes, lfC. I NO CHANGES THIS SHEET. AU.R~RexRYED ._,. _______________ _,__._ __ ...J 1070 TECHNOLOGY DR N. VENICE, Fl 34275 (941)-480--1600 CERT.O,AUTH..ffl2N MD-5470.0 Jf A H EAD SP LICE A NCHORS LAYOUT @ INTERLOCK OR AST RAGAL : SILL SPLICE A NCHO RS LAYO UT @ INTERLOCK OR ASTRAGA L: Fo.KOf'CRTAIITO llCfOlL.OWWC aruct0 SU ANCHOR LOCATIONSc ~ ~ ,0, ~ ~ ,0, ~~-; ... /'- i---1-3.22" 2-TRACK Sl'I.ICI: "C4" ANCHOR LOCATIONS (USE WHERE '"C3'" IS SPECFIEO) l ~ -4.75" I 4• :1-TRACKSPIJCE 'e4" ANCHOR l.DCATIONS (USEWHERE'C3" IS SPECIFEO) SP~7 -4.75" LOCATION / I I l__'._)_4• 4-TAAQ< SPUCE 'C4' ANCHOR LOCATIOIIS (USE WHERE "C3" IS SPECIAED) FlGlff.Sf'fRTo\lNTOlHl::f~SN..:S, HEAD AHCttOllLOCA.t10HS:. ---{i:,J-----.--.--T--1 NOTES: HRACKSl'UCE '(;II• A>ICHOR LOCATIONS (USE WHERE 'C6' IS SPECffED) --1 I--3.22" :1-TIIACK 6PUCE "Ce' ANCHOR LOCATIONS (USE WHERE 'C6' IS SPECFIED) I -1--3.22" 4-TRACI< SPUCE -a• ANCHOO LOCATIONS (USE WHERE 'C6' IS SPECIAEO) EXTERIOR ~ 2-TKACI( Sl'UCE "C4" ANCHOR LOCATIOflS (USE wtlE/U! 'CS' IS SPECrflEO) --L I--3.22' :I-TRACK &PUCE "C4" ANCHOR LOCATlONS (USE v.liERE •cs• IS Sl'ECFIED) s~--i LOCATlON I ~~-~- ~ • I • filmIB!QB. D, -=;::r i::::;:::-3,22" 4-TRACK SPUCE •04• ANCHOR LOCATIONS (USE Y.+IERE-Cl" IS SPECIFIED) 1) ALL DIMENSIONS SHOWN ARE BASED ON MI NIMUM ALLOWED . 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. 2·TRACI< SPt.lCe •cs-ANCHOR LOCA110HS (USE WHERE "C5' IS SPECIFIED) SPl.~---i LOCATION I /4~ E~•==;===:;::;:::I ~· ./ F . V I y ~ ,0, ~4• :I-TRACK SPLICE 'C6' ANCHOR LOCATIONS (USE WHERE -cs• IS SPECIFIED) I -1--3.22" 4-TRACKSRJCE 'Ce" ANCHOR LOCIITIONS (USE Yo1-ERE "CS' IS Sf'ECIFED) PRODUCT RE VISED ::ir:r~•~9. w ith t h• Florid a NOA-410. 17-042 0.07 e,q,1,.uoo Oa~t,04121 12 021 ✓~ By::=4§~~~ni',:::,,-:,::r-M1•~7• ~~ouct "'~ A. LYNN Ml.LEII. P Ji. P.E.168700 ;:;;;;~;;~RRING INSi Eel:~· SEE H~:N SHEET 9. FOR ALL HEADS AND SILLS; E S7 F s-i l VINYL SLIDING GLASS DOOR NOA (NI) ! 10/05/15 M ANCHOR LOCATIONS F ~A-I J ROSOWSKI 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. COP"l'WGHT O 201'7 P<lf IHDtJ9't'RIES. WC, AU. IIUGtffl RESERVED 1070 TECHNOLOGY DR N . VENICE, Fl 34275 (94 1}-480-1600 CEA:TQll'AIJTH,f29:281 f NO CHANGE S THIS SHEET. U 04/05/17 I SGD-5470111 NTS II 1e OF 21 lhl MD-5470.0 ~i! A PANEL'S RIGHT STILE TYPE UJ a. ~ UJ ..J ~ Cl) I- LL w ..J Cl) ~ w z <( a. PAN EL TYPES SINGLE SINGLE IHT'ERUlCK RXEO LOCl<STLE MTIWW. fflERLOCI( STILE WJHANOI.E BOX OUT INTERIOROR OUT ti EXTERIOR GIRED ~ ~ =:o:: ~ ~ l=CK "1:]::: E F pp K L OUT --1~cn:: B H p A C ti --flXED ::o;::: RR R s Sa£ --lOCKSTIL£ ~ D M J W/H.l.NOLE --ASTRACV.l ~ BOX OUT LR (IICJ<IM) L _ JL ASTRAGAl ~ BOXIN N L Y.. 0 1/T.80. °'Ln:= CT cs CF AS~ RECEIVER IN.80• AT AS DF ASTRAGAl~ RECEIVER OUT.1:W ~ VT vs VF ASTRAGAL RECcMR IN.135 •. @=I:- ASTRAGAL WT ws WF RECEmR LEFT ,......=,-RIGHT PANEL r,--r~----------~ PANEL STILE ~ STILE PANEL TYPE "P SHOWN. PANaNOTES: -OOXIN ~ L -IN/ C -IN/ s ,,,,.,,,. J -IN/ 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 CONFIGU RATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERJOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. OllrSIOEIIO' ASTRAGAl RECEIVER ,u. F1--'i TC SC FC INSIDE 80" OUTSIOE1S5" lNSfOE 135• ASTRAGAL -ASTRAGAL RECS\IER RECEJ\IER RECEl\.'ER l--------,-rll ~ "'" - TA TV TW SA sv SW FD FV FW COPYAK1HT02017 POTN>USTRIES. tNC. MJ. I\IOHTll- 1070 TECHNOLOGY OR N. VENICE, Fl 34275 (941 )-480-1600 CERT.Of A'-..._,.,_ SCREEN PANEL TYPES C DOUl!lE ~ I tn£RI.OC1< M LOCKSTII£ ~ J lOCKSTllE D~ SD SIMGl.E ~ 11/fERlOCI( A DOUBLE b-vvvvvvvD IKTERLOCK u ASTRAGAl ~ DS OOUBlE ~ lmEII.OCK ~ VINYL SLIDING GLASS DOOR NOA (NI) I! 10/05115 J PANEL TYPES I!~ J ROSOWSKI J NO CHANGES THIS SHEET. U 04/05/17 'I SGD•S470 JI NTs 11 11 oF 21 /hi MD-5470.o Ii~! A ASTfW3Al. DOUBlE 11/!ERLOCK AS'TIWI& DClU8t.l! INTml.OCK LOCl<STLE l0Cl<STllE SINGtE U(IERlOCK - PRODUCT REVISED ;~_1,;1:;1i:f. wlth the Plorida NOA-No, 17•0420.07 !exp iration Da10 04/21/2021 ~ By Mlem,-ua\M" Product conuo1 / .300 ~7 1 .812 .100 __i (D 2 TRACK HEAD/JAMB @3 TRACK HEAD/JAMB r:~~ ~T 1472 .125 76 .07 ~ 135' OORNER 1B' ASTRAGAL .210~ ,~1 ~1-1/1-;f ~BEVELED BEAD 1521135" CORNER ~PASSIVE MOUNT .2627.P- ~~61 ~ 1-111-;.T 'e!IOGfEBEAO @ 4 TRACK SILL LlbJI:iiJ7 1.661 ~ _J @HRACKSILL L!t::lt_f 1.661 _J @2 TRACK SILL .060 3.713 1.170 ~ 135° CORNER ~ ASTRAGAL CAP, EXTERIOR . 046-QOO ~.229 6'l\ 135' CORNER ~ ASTRAGAL CAP, INTERIOR ·fil=.640 .600 r= .062 p.FRAMESCREW \UCOVER(PVC) ~ T .930 @ ANCHOR PLATE ~.550 .30,I @ TRACK INSERT 1.43str----if · L! ~:~c ~ INTERLOCK CAP, ~ EXTENDED POCKET .762 H 1.ooo r .2s2 062 .c.;2~~13 f.060 ft:!060 . fr--r""tl"""""""" 1 060 f .oe2 I r.l\ BOTTOM RAIL ~ OUTER SILL f.f3' SILL TRACK ~ P..HOOK ADAPTOR "9' P--HOO!< ILJISUPPORT \!!JcoVER l!;l/CQVER "-!./ \!SI h r--540 h r--540 r .. :~.\.ooo~.oo~f-~1sEnffi"""' r r~"'~J .e?:[fj ~H r4-.•--.+-lo ~2.607--lT l 1.406 J l __,__ .062 t __._ .062 .329 @) EXTENDED @) KEEPER r..>. REINFORCEMENT = REINFORCEMENT ~ FIXED PANEL CLIP "w REINFORCEl,ENT KEEPER \U BAR COVER 'el BAR 16' e, PLATE ~90"CORNER ~ASTRAGAL @ 90°CORNER ASTRAGAL CAP, EXTERIOR 2.511 - ['919 =t-:-.060 -~~-.919 ~ 90" CORNER l:!.JI ASTRAGAL CN', INTERIOR NOTES: 1) SEE SHEET 4 FOR SILL RISERS . 2) SEE SHEET 20 FOR SCREEN PARTS. 3)ALL DIMENSIONS IN INCHES. ~.. ! VINYL SLIDING GLASS DOOR NOA (NI) LJ~ § EXTRUSIONS CC1PY1UGHT02011 ""1N>J6TRJES....:. ,l NO CHANGES THIS SHEET. i! 04/05/17 ... "'°'""""""""" l+-------------~1-l----1 1070 TECHNOLOGY DR I! N. VENICE, FL 34275 (941)-480-1600 Cl! . AUi ~ @ INTERIOR JAMB OOVER PRODUCT R EVISED :~~l::'t!!'Jlo with th• florfda NOA-No, 17-0420.07 I BOX SCREEN DETAILS: ~TIC/IL SE!,110111 ~ HORIZONTAL SECTION EXAMPLE .875 A , ,ru .062 9 eoXSCRE.EN TOPRAIL '""SO' 1.872 L .062 9 eox SCREEN INTERLOCK ~1.343, rr soJ e BOXSCREEN ASTRAGAL ADAPTER HORIZONTAL SECTION ~ .875 rl r 1.020 n , 1-r □ ,fJJ -----.062 .062 9 soxsCREEN BOTTOM RAIL @ BOX SCREEN SIDE RAIL ~ --)1 ,373 f- .055 Fr 063 1 .LJ --I I--.372 s eox SCREEN ~OX SCREEN oxo SNAP-ON ASTRAGAL BUG FLAP ADAPTER ---i 1.487 1 ~.055 -~-1.g:: i= .060 9 eoxscREEN 9 sox SCREEN HEAD SILL ADO-ON ANO JAMB ADO-ON STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE 1.081 1;17 1.778 _J s 1.oa, 1.778 _i 1.202 -i----1 J J}~35 .045~ VERTICAL SECTION EXAMPLE COPYR,cJNT O 2011 POT N:>USTRIES. INC. AU. R.)GHTI RDOIVIO 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CEAT.Of f2Q2QO --------.050 Q SCREEN l:YFRAME --4--.050 t.::\SCREEN \!Y SIDE RAIL, r..:::-sCREENOXO ~ASTRAGAL ADAPTER RAIL LATCH b. ,-.726 .765 I: p ::f:-.040 Q SCREEN VINYi. ~ASTRAGAL ADAPTER .fur f L.062 r.:;),FRAMESILL 'viSCREEN ADD-ON NOTES: 1) ALL DIMENSIONS IN INCHES. f VINYL SLIDING GLASS DOOR NOA (NI) ~ 10/05/15 SCREEN D ETAILS I NO CHANGES THIS SHEET. MO-5470.0 fi A TABLEC: TABLED: BOX SCREEN II Part# o .. crfpllon Malllllal II Pa.rt# O..ocrlpllon Ma11>rlaJ • l'art# oecnp!)on Mllterlal 1 19001 2•Track Heed/Jamb Rigid PVC ◄O 19061 oo· Comer Al~ cap. Exl AJgld PVC 100 12266 l!OY. Ser•, To.• Raff eo83T5Al 2 19002 2-llack SIi Rigid PVC 41 19062 90• Comer A•tn,gal Qip • Int. Rigid PVC 101 122S7 Box Scrwn Bcltcm Rail o-063T,;/>J s 19025 a.Tl8ok Head/Jamb Rigid PVC ◄2 19085 SIi Rlsor-(2-1/2") 6083-18 Alum. 102 12268 Box Se_, Sld<I RIJI 6063T6AJ ◄ 19026 a. Traci< Slll Rlgf<! PVC ◄S 18022A SIi Risor -(3-1/2") 0063-18 Alum. 103 84428 B::., Sor-hi..+.:ot 6083T8AJ s 19027 f4-Track Head/Jamb ~dPVC 44 19023A SIR Riser· (◄-1/18°) eoe3-t8 Alt.m 1D◄ 17M7A Bae Sc,-, Snap-en Bug Flap 6063t8Al 8 19028 ~Track SIP Rigid PVC 45 10024A SlllRIHr •(~") 6003-18 Alum. 105 84:WS Bac Scrwn O~Aalrogol Adopt..-e~3TSAI 7 19009 F,.,,,. Screw C<Mr Rigid PVC 60 718809W .187" x .320' Fkweel (SUie) 106 17::4S Bax&,.., Awagal AdaJ)ler 60831'5 Al 8 18031 Anehcr Plato 60113-TS Alum. SI 71696K 1-1/2° X 1' X y4• Fin Seal Dutt Plug t~7 1~3• Bax Scrllft FrAme SrD Adck,n ,li),3315/JJ 9 19007 Track lnlert 6063-T& Alum. 52 71898 Duel Plug 106 1£930 Box Scroon Haed/Jamb Ad<>cn 50e3ToAI 10 1908◄ lntelloek Cap • Exbmded Pockat Rigid PVC 80 ◄111041 lnlonock ~ Co1,,r PVC 105 720X1X 1;14®x 1• "'5GTopRaK ss 11 19038 Bottom Roll Si.wort 6063-T8 Alum. 81 78163)( Tandem Roller Assembly ss 110 720X112X 1114-~ X 1· 1/Z' MS @ Bcltc<II Riff ss 12 19006A Cllter Sil Col8r 8063-18 Alum. 82 78163N Tandem Roller Assembly Nylon 111 7178JG Wa!p. .Zl<f', -1617 • F,n Seel 13 19011 SIi Track Co-« RlgldPVC 63 78X76FPlX #8 x 3/4" Ph_ FH SMS @Reier & Ratnr. ss 112 61805K 'VYllp,. 1,rx -500"@Bug Fla;, 17 19032 P-Hook Adapter 8063-TB Alum. 114 ◄190◄2 F,.,.,,. Header Block Nylon 113 7SRAZ SlandotdRcller ~/100 18 19020 P-Hook 8003-T8 Akim. 85 48052 Rol~r Ad/-Hd6 Plug PVC 11◄ 7SAA.~ HDRcllar !-S 19 190◄7M Extended Keeper 806S-T8 Aklrn. ee ◄◄365 4 Hole Bumper Stop PVC 115 ,.,_ Seroan L-:cl(]ng Her<l,•;ero S1111 20 19029M K1eper 6063-TS Alum. 87 78Xl1◄FPlX lie X 1-1/4' Ph-FH SMS @6Unl>er Stop ss 116 41~5J sc,..nKNpor S!HI 21 19014 ~mtnt BarCo\er Rigid PVC 88 7108eG Sill Plug PVC 117 78X1PPA IJIBx 1" pt,_ l'H SMS Sf11I 22 19030 Relnbcement Bar 8005-T5 AJum. 89 78185X Gemini MortM Lock w/long Trim plate StaeVSS 118 1l!92/3'◄ Sc!NII Spine• _ 1w & _ 166" V..iyl 23 111037M Fl.wad Panel Clip 6063-T8 Alum_ 70 71032X1FPFX 10-32 x 1• Ph.FH MS@ look ss 119 1818Ca> Sc-.Odh Fi':"111,.• ... 24 19035M Ran/crcemenl Pl41a 6083-18 Alum. 71 '8doo Handle Kil cast :zinc TABLE E: STANDARD SCREEN 2li 10017M Top R811, Bollom Rall and l.ock1tllt 6005-1'5 Al>m. 75 Komnar!lng ◄SG 1PS Spacer System ,, Partl DellCrfptlon Mat.rial 28 19046 Relnbc1ment Compoole 78 Quanex Super Speoer nXrwih Hot Melt Butyl SeeSbMt 27 10018M lnter!ock .300 ~omen!, Sid_ 6005-TS Alum. 77 Quanex ou .... a1 101of 120 12033 SclMn Framo Rall 6063T5AI Mstffllls 121 12026A Semen Frame -Slds Rd (ulch) 60631SAI 28 10013M Interlock _400 Reinforcement, HD 6005-T5 Alum. 78 Conllnel :>Q. Edge Specer 29 10019M Astnlgal Refnb-eement 6005-1'5 Alum. 79 0a,, Coming 995 or GE-noo BacklModdl!lg Sllcone 122 17363 Scl9en OJO Al1reg1I Adap(er 6063 T8 Al 123 48531( Scl9en Vll1Y1 Aotrogal Adaptor f{gidPVC 30 19083 Ex1ended Pocket Interlock Adaptor 8083-TS Mlm. 82 19044 1-1118" Bewled Sood AJgklPVC 31 19006 Interlock Adeptor Rigid PVC 83 1G045 1-1/18" Ogae Bead RlgldPVC 124 19012B Frame Slll Scte&n Add-on 8083 Tll Al Bug Flap. 85 -+/. 5 duto. 32 19008 Altrag&I Adel-on Rigid PVC 88 71726K Soltlng Block 1' X 4• X 1/18", 85 +/. 5 du,o. Naoprone 125 8FP95K Vlnyl 7BX112PSA TS il8 x 1-1/2" Ph. PH SMS (Aa11mlfy) 33 111004 Panel S\Ge, Top/Bottom RaJ R,ljldPVC 90 781PSTX #6 x 1' Ph. PH SMS @Frame Assembly ss 128 ss 127 712027 Comer Key Wheel Alsambly (Standen!) ln!orlor Jamb eo-6063-T8 Alum. 78Xl 14PHPT410X #8 X 1-1W Ph_ PH SMS@ Relnt Bar tMon 34 19040 91 ss 126 7120Z7SS Comer Key Wheel Aloaambly (HD) eo83-T8 Alum. 710X1PHPT1&-8X #10 x 1• Ph_ PH SMS@ Ral Support ss 35 18078 135' Comer Astragel 92 ss ... ~. scr..n Locld~ Har<t.wlle 135• Comer Altn,gal Passhe Mount 8083-Tll Alum. 710X1 15PPX #10 X 1-112" Ph. PH SMS @Fxd_ Pnl_ Clip ss 129 Steel 36 19077 93 130 710>GIPPSDAX #10 x 3/◄' Ph. PH SMS @ Soreon Aal. ss 37 19079 135' Comer As~ Cep • EXI. ~klPVC 9◄ 710X2.15PHPT18-& #10 x 2-112" Ph. PH SMS O Relnl_ Plole/Asl. ss 131 78X12PPSMSX #8 x 1/2' Ph. PH SMS CII Doof Ail. ss 38 19080 135' Comer Astn,gal Qip -Int Rigid PVC 95 7l420X2.26FPFX #12 x 2-114' Ph-PH SMS@ Hdr_ Block ss 132 1e82/3/4 Soraon Spline -_ 146" ~I 3g 19078 80" Comer Aslnigal 60!G-18 All/m, 98 710X1.75PPX #10 x 1-3/◄• Ph. FH SMS O Ast Meu,it ss 133 1816C2D Sc,-i Cloth Rbeq1au 97 711lX34PPX #10 X 3/4° Ph. PH $MS @ Ext Pkt. 1nt_ ss 98 710X2PPX #10 x 2' Ph_ FH SMS@ Keeper ss PRODU CT REVISED ,,,,1111,,,,,, ;~iidi~ti~"J'. with the florlda ,,,, o~Y LYNN ,,,, NOA-No-17-0420-07 ,, ~~-------·--·-4,; ,, ,' ;f_ ___ \)Cl:N~~---~ ~ bpl,atlon Oat• 04/21/2021 ~ .... -...~~ u ! VINYL SLIDING GLASS DOOR NOA (NI) 11 10,05115 By ~,=-= * i No_ 58705 \"P :. Ml ■mr--u•uy uuuct Conuot ---*~ J PARTS LIST ~ ~1 J ROSOWSKI =1J:au~ = .,. \~\ __ l!;-IJ-_/47-J COPYRIOHT O 2017 POT INDUS'llU~S. WC. l NO CHANGES THIS SHEET-u 04/05/17 ~~;--~~~!\>~.---~~~,~ AU. AX)Hf8 KSERVS> NOTES: 1070 TECHNOLOGY DR I ll ,,,;ONA L E.~,,,, 1) ITEMS # 14-16, 46-49, ~9. 72-74, 80, 81, 84, 85, 87~9, 98 & 98 ARE NOT N . VENICE. FL 34276 ,,,,,11 '"'\' USED ANO ARE NOT PART OF THIS APPROVAL-(941}-480-1600 I SGD-541o!J f NTS Il l 21 OF 21 lh MD-5470-0 llfl A A. l \'MI MUER-P.E. C!RT. Of'A'"""' f'2tZ98 P.E.#611015