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10 10th ST #46 2 SCDOORS f S-''"'4.-:.. Building Permit Application Updated 10/9/18 1 City of Atlantic Beach Building Department **ALL INFORMATION ,__�V 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY `!uff,t%- IS REQUIRED. Phone: (904) 247-5826Email: Building-Dept@coab.us Job Address: CO -4--,24,06 , . 6r6 Permit Number: � r - cm.•4- o(I' Ric. w P3 f -Yb( Legal Description ('�`L S—Z q� -r-t,,,.,, Coits-•-(1,7 (,!1rta.C7iu A.(f ru.�."'t�` RE# Valuation of Work(Replacement Cost)$ 15,cxj Heated/Cooled SF ((0.5(Non-Heated/Cooled J65 1-4 • Class of Work: ❑New DAddition OAlteration ❑Repair ❑Move ❑Demo DPoolindow/Door • Use of existing/proposed structure(s): ❑Commercial LI-Residential , • If an existing structure, is a fire sprinkler system installed?: - ❑Yes ONO • Will tree(s)be removed in association with proposed project? Dyes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: (ZQ ip(4,(? ,A 5 i S f;,= 1E1.i ,5 )-a.„, 5:z_ Kms-. S)2i2 Florida Product Approval# / L- for multiple products use product approval form Property Owner Information � ��pp Name poi 5 �,�,� J Address /0 "/h k.'ttik 5`f` 4 City ,A—f” A„f , RLa o Stater (C— Zip ,c2Z f� Phone (0(0 — 7 zz --ic 11 E-Mail (� (a s I I Ix I,tc�+- r4C ct, r 0 Owner or Agent(If Ag 'nt, Power of Attorney or Agency Letter Required) Contractor Information �}` ) Name of Company }x t.0 y, , ' ( �,, rj c fA (qualifying Agent 4,1A L�.!��0 v ✓ -Y� Address 4(6.1)( K--r, ei2 -t V.., hI. ( 3 Zcl� *2c1 City .1"-;4 State ( 4Zip 3-1 JCS Office Phone ] Q(o—ZA(S Job Site Contact Number (.a (.9 — 3 2Z — I 5-11 State Certification/Registration# (AC(,5I Z'Z 1--1 E-Mail cP C-I[1( 4t l?1 M� hi WcTi` ✓' '�' cite C ` Architect Name&Phone# — i Engineer's Name& Phone# / �,`� ./. Workers Compensation Insurer 4(.41444 4-c,%_. W(n4Wi�`7c /!�t5 OR Exempt u Expiration Date 1(i 1_ 71 C Application is hereby made to obtain a permit to do the work and insCallations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction 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 T• e :TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ' E' n ' 'IN YYQURINOTICE OF COMMENCEMENT. / r � 'l'!.S ,6114/ -/173q-<-1-k • I • . Y (Signature of Owner or Agent) (Signature of Contractor) Signed sworn to(or affirm ore this -t day of Signed sworn to(or affirmed) bRf e his ? d a ay of , 7v ,by i, -.f 1 , 7.40p‘>,by 4 at / .,, - . ['Voter yp Y°c. ' Notary Public State o/Fb 1da 40,-N,„,,,� Notary Public State of Florida Peter T Ruvarac Peter T Ruvarac ` My Commission GG 107982 [ ersonally Known OR v` ` My Commission GG 1079e2 [ Producedally K ow Expires 05/24/2021 o,no Expires 05/24/2021 [ I Id- 'i c. i. [ ]Produced Identificatio Type of Identification: Type of Identification: NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. L 7/)7_1 1— oI,e(A State of Florida County of Duval To whom It may concern: The undersigned hereby informs you that Improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following information is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: ((,Q —ZS —Z 4 (�Q. jq" 110C4 Address of property being improved: (0 --(12‘44-01 3• Z General description of improvements: Replacing 1; O Doors. Size for size. Owner 1(\[ 11(.5 i(.Q f 1 (� �, Address c� "fes y� SA-4 , . #� KYR �I.+ti4 f f SAX i� °-R ��Z Owner's interest in site of the improvement Primary residence Fee Simple Titleholder(if other than owner) Name Address Contractor Homerite Windows and Doors Address 4801 Executive Park Court Bldg.200 Suite 200 Jacksonville,FL 32216 Phone No.904-296-2515 Fax No.904-296-2528 Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name 4,4's•wo{ Address Phone No. Fax No. a " ifExpiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a I o different date is s pacified): 51 3 v 3< g THIS SPACE FOR RECORDER'S USE ONLY • c.,46A gl o S19 E Before me el-A._ �tti• / In the 8 g County of•/ • :�1R1 appea .. !/ �. •� herein by m o htnsett/he -If efiIV et rms that all - and declarations herein are true and accurate I � Statehiotary Public at Large. • My commission e � County of 11.�a•Ii�' Personally Known �.— d t 'bE�i f or Produced Iderrttttcatlan uw,.. PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDA Project Name: 1,111 Pe Permit # Project Address: (Q t-Ptt.k -r k _ 1 46 446,4 4ec g_e(KJ, 3 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,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 co ntacac your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory , Manufacturer I Product Description 11 Limitation of Use State A.EXTERIOR DOORS + J # Local# 1. Swinging 2. Sliding VP 3. Sectional • 4.Roll up 1111 5.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.Wind breaker 11.Dual action _ 12. Other Category/Subcategory Manufacturer Product Description cation of Use C.PANEL WALL State# Local# 1. Siding 2. Soffits 3.EIFS 4. Storefronts 11.11111111111111.111.1.1111111111111 5.Curtain walls 6. Wall louvers 7. Glass block 8.Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1.Asphalt shingles 2.Underlayments A�-111 1111111.0 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing _ 6.Modified bitumen 7. Single ply roofing 8.Roofing tiles 9.Roofin: insulation 10.Waterproofing 11. Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14. Cement-adhesive coats 15.Roof tile adhesive 16. Spray applied polyurethane roof 17. Other 1 Category/Subcategory Manufacturer Product Description P 'mitation of Use State# Local# E.SHUTTERS 1111.11111111111 MIIIIIIIIIIIIIIIIIIIIIMIMIIIMIIIIIIIIIIIIIIIININNINI 1.Accordion 2.Bahama 3. Storm panelsMIIIMINIMIIIIIIIIIIIIIIIIIIMEN 4. Colonial 5.Roll-up 6.Equipment illiiiiiiiiiiilli11111111111111111111111111111111111111 7. Other F. STRUCTURAL IIIIIMIIIIIIIII COMPONENTS 1.Wood connector/anchoriiinn Imo lim)ffiimp �smi .®, 2.Truss plates 3.Engineered lumber 4.Railing 5. Coolers-freezers 6. Concrete admixturesEIIIMIIIIMMIIIIIIMIIIIIIIIIIIIIIIIIIIII 7.MaterialP11111111 _I _II .IIIIIIIIIIIIIIIIIII 8.Insulation formsMINIIIMINIMMINIMMIIIIIIIIIIIMI 9.Plastics 10.Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS ili 1. Skylight 2. Other Category/Subcategory Manufacturer __ Product Description i imitation of Use H.NEW EXTERIOR State# Local# ENVELOPE PRODUCTS 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 manufac P instructions along with this Product Approval Sheet. tuner's rioted specifications and installation P I certify that this product approval list is true and correct to the best of my knowledge. I further certifythat listed in this document must be approved by the Building Official. use of different components other than the ones (Contractor Name) (Print Name) `(Signature) I doi Company Name: Mailing Address: State: .TZ 2((, Zip Telephone Number: ( q,` ) 7 ��— 7�/r' Fax Number: ( (6L1 ) C� Cell Phone Number: �sl�� ( 4�( )- 7 7 E-mail Address: n Q O iA1CY. Ccs `42 - U 7/2/2020 Property Appraiser-Property Details DEERY PHYLLIS A LIFE ESTATE Primary Site Address Official Record Book/Page Tile# 10 10TH ST 46 10 10TH ST 46 17982-01483 9416 ATLANTIC BEACH, FL 32233 Atlantic Beach FL 32233 LAGNER JENNIFER DEERY 10 10TH ST Property Detail Value Summary RE# i 170237-0104 Value Description ' 2019 Certified 2020 In Progress _ Tax District USD3 Value Method Condo Condo Property Use 0400 Residential Condo _ Total Building Value $625,200.00 $625,200.00 i#of Buildings 1 Extra Feature Value $0.00 $0.00 For full legal description see Land Value(Market)T$0.00 $0.00 Legal Desc. Land&Legal section below _ Land Value(Agric) $0.00 $0.00 Subdivision 03376 THE CLOISTER CONDOMINIUM Just(Market)Value $625,200.00 $625,200.00 Total Area 0 Assessed Value $625,200.00 * $625,200.00 The sale of this property may result in higher property taxes.For more information go to Save Cap Diff/Portability Amt $0.00/$0.00 $0.00 I$0.00 Our Homes and our Property Tax Estimator.'In Progress'property values,exemptions and Exemptions $50,500.00 See below 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 Taxable Value $574,700.00 See below include any official changes made after certification Learn how the Property Appraiser's Office values property. . Taxable Values and Exemptions—In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value Assessed Value $625,200.00 Assessed Value $625,200.00 Assessed Value $625,200.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead Banding 196.031(1)(b)(HB) -$25,000.00 Homestead Banding 196.031(1)(b)(HB) -$25,000.00 Widow(WF) -$500.00 Widow(WF) -$500.00 Widow(WF) -$500.00 Taxable Value $599,700.00 Taxable Value $574,700.00 Taxable Value $574,700.00 + Sales History . Book/Page Sale Date iSale Price I Deed Instrument Type Code Qualified/Unqualified 1 Vacant/Improved 17982-01483 5/4/2017 $100.00 i WD-Warranty Deed Unqualified Improved 17816-00509 12/15/2016 $750,000.00 WD-Warranty Deed Qualified Improved 13787-01900 1/29/2007 $755,000.00 WD-Warranty Deed Qualified Improved 06939-00866 7/18/1990 $170,000.00 WD-Warranty Deed Qualified Improved 04611-00251 4/10/1978 $80,500.00 WD-Warranty Deed Unqualified Improved 04611-00247 4/6/1978 $100.00 QC-Quit Claim Unqualified Improved 04611-00249 4/6/1978 $100.00 QC-Quit Claim Unqualified Improved 04182-00623 6/29/1976 $66,500.00 WO-Warranty Deed Unqualified Improved + Extra Features - No data found for this section + Land&Legal Land Legal No data found for this section I LN Legal Description 1 16-2S-29E 2 THE CLOISTER CONDOMINIUM 3 DWELLING UNIT 46 4 0/R BK 6939-866 + Condominiums Condominium Details Complex Cloister(The) Unit Types FLT/INSIDE/STD View Ocean Front Beds 3 Baths 2.0 Amenities Amenity Units 0 . Buildings Building 1 Building 1 Site Addressj No_o inff ormation available https://paopropertysearch.coj.net/Basic/Detail.aspx?RE=1702370104 1/2 7/2/2020 Property Appraiser-Property Details 10 10TH ST Unit 46 ' Atlantic Beach FL 32233 No information available I Building Type 0401-CONDOMINIUM 1 Year Built 1975 Building Value $625,200.00 IType I Gross Area I Heated Area I Effective Area Base Area 1654 1654 1654 Total 1654 1654 1654 I 2019 Notice of Proposed Property Taxes Notice(TRIT). Taxing District I Assessed Value Exemptions I Taxable Value I Last Year (Proposed I Rolled-back Gen Govt Beaches $625,200.00 $50,500.00 $574,700.00 $4,684.49 $4,684.49 '$4,437.60 Public Schools:By State Law $625,200.00 I$25,500.00 $599,700.00 $2,425.79 $2,340.03 $2,276.46 I By Local Board $625,200.00 i$25,500.00 $599,700.00 $1,348.13 $1,348.13 I$1,265.13 I FL Inland Navigation Dist. $625,200.00 1$50,500.00 $574,700.00 $18.39 $18.39 $17.47 Atlantic Beach $625,200.00 I$50,500.00 $574,700.00 $1,855.42 $1,855.42 $1,762.20 I Water Mgmt Dist.SJRWMD $625,200.00 $50,500.00 $574,700.00 $147.24 $138.73 $138.73 Gen Gov Voted $625,200.00 $50,500.00 $574,700.00 $0.00 $0.00 $0.00 School Board Voted $625,200.00 $25,500.00 $599,700.00 $0.00 $0.00 $0.00 Urban Service Dist3 $625,200.00 $50,500.00 $574,700.00 $0.00 $0.00 $0.00 I Totals I$10,479.46 $10,385.19 $9,897.59 Description lust 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 Property Record Card(PRC) This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices)in August. Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2019 2018 2017 2016 2015 2014 •To obtain a historic Property Record Card (PRC)from the Property Appraiser's Office, submit your request here: 4. More Information ontact Us I Parcel Tax Record I GIS Map I Map this property on Google Maps I City Fees Record https://paopropertysearch.coj.net/Basic/Detail.aspx?RE=1702370104 2/2 MomeRite. Windows and Doors THE RITE CHOICE"' Pete Ruvarac Product Specialist 4801 Executive Park Court N.•Bldg.200•Suite 207 904.296.2515 Jacksonville,FL 32216 Fax 904.296.2528 email:pruvarac@homeritewd.corn Cell 941.275.5872 www.HomeRlteJacksonville°corn CGC 1512727 Customer Name: P(41((s Lai u Job Address: to Municipality: ///4 '�` Parcel ID: 1 i5,i)a&a( �� '1VI3 Product Information: C�`"f' Furst✓Ir (.- FL#'s SCd�s -KCS ox FL#'s FL#'s FL#'s FL#'s FL#'s FL#'s FLOOR PLAN MAP OF WORK TO BE COMPLETED i—T-7 I • ' —77—r— I I ,. I , •1 i OVl TG(CJ'`.P i ! t 1 1 I i I ! i n ( i i i 1 I I f t I [I 1 i-iv t-- 0 .i____,____,___.__,_. , i_1 3 _,.. _ .. I -�_ I Iii I i / I I III 111 1 I L.-1 i I ■ •_f___ . 11111111111111111Mill 111111111111!1i1IIJP1.111111 • iIi ' i i ( 1 i i - . I _- ....-.__ 1----4-- -t- _ , _ 1 _ 1 ! ! I I ( i i I i i ' iill Iii — — ---t---I1E■. , 1111111.111111111111111111 i I E_ i i ! _ I ..._ i I11111111=111111116ialall. 1111111.111.1 II _- -' ► MEM , 1 II ' I J ! i i I I I I , I 111I ' I }-j , 1 I l i l i i . I... ' , Salespeople MUST draw a clear and concise map of the house that pertains 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 codes listed below ***VERY IMPORTANT WHEN REFERRING TO RIGHT OR LEFT SPECS ALWAYS VIEW PRODUCT FROM THE EXTERIOR*** r Q MIAMI=MIAMI ('�� Ml,- MIAMI-DADE COUNTY COUPRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5470" Vinyl Sliding Glass Door(Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA (NI)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, 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 number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices,complying w/FBC, as applicable are required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1210.02 and consists of this page I, and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plaseucia,P.E. NOA No. 17-0420.07 MtAMFDADE COUNTY APPROVED 1 Expiration Date: April 21,2021 Approval Date: September 28,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.09) 2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (NI)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller,P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4)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 report No. FTL 6638 (samples A-1 thru A-22)per TAS 201/203-94, issued 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. Additional test report No. FTL 8717, issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 02/24/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 4. Additional 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 NOA No. 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 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing 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 NOA No. 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. 15-1210.02) Jorge M.Plasencia,P.E. Prow uct Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21,2021 Approval Date: September 28,2017 E- 1 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 Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16,expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6th Edition (2017), issued by manufacturer, dated 08/14/17, signed& sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-1210.02, issued to PGT Industries, for their Series "5470" Vinyl Sliding Glass Door(Reinforced)—N.I.", approved on 03/0316 and expiring on 04/21/21. Jorge M.Plasencia,P.E. Ppoduct Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21,2021 Approval Date: September 28,2017 E-2 SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING INCLUDING POCKETS & 900/135° CORNERS Group Anchor Substrate Frame Member MIntance Mm. Distance NOT RATED FOR MISSILE Embedment IMPACT RESISTANCE P.T.Southern Pine Hesd/Si4V.Hmb 9/10' 1-3/8' GENERAL NOTES: (SG•0.55) _ Phook 6/16' 1-3/8' DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10, #12,steel SMS(G5)or Aluminum,6063-T5• Hoed/SRI/Jamb -3/8' 1/8' 2)DESIGN PRESSURES' 410 S.S.SMS (0.125'rem.thickness) P-hook 3/8' 1/8' SEE TABLES 1,2&B1,B2 min.1 t n eadann) Steel.A36' Head/SIIVJamb 3/8' 0.080• ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. A 9,060 min.slackness) Phook 3/8' 0.000 B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM El 300. Steel Stud,A653 Gr.33' Head/SIIUJamb 3/8' 0.071'(14 Ga.) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. (3.071'min.thickness) Phook 3/8' 0.071'(14 Ge.) 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4'Elco Ultrecon P.T.Southern Pine Jamb 1' 1318' (50.0.55) Phaok 1' 13/8" INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4•Elco 410 S.S.CreleF;ax P?.Sou ham Plne Hoed SnuJem t taro SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). (SG.0.55) Phook 1' 1.3/8' 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B #12.steel wood screw(05) P.T.Southom Pine Head/Sill/Jamb' 9.'16' 1-3/8' 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. (SO=0.55) P-hook 8/18' 0318' 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION Concrete Phaok t" 1-3/5' (rNn.285 kap FbeNSilVJam 1-3/16' 1-3/8' SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES 114 Elea Ueracon Ungraded CMU. Jamb 1 1-1/4' (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA (ASTM C-80) Phook 1' 1-114- REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8652,8717,8968&8970;EXOVA-10-002-792(A)&10-006-10231; Unmrouted CMU, Jamb 1-3/4' 1-114' CAMBRIDGE 535753-09; 114'Elco 410 S.S.Cr teFlax ASTM C-e01 Phook 1.3/4' 1-1/4' GENERAL NOTES 1 C Concrete Head1SIIVJamb 13118' 1-3/4' EXAMPLE CONFIGS 2 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE (rein.3.35 kap Phook 1' 1-3(4' HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concrete Heed/Silt/Jamb 1.1/2^ 13/8' INSTALL DETAILS 3-6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR (min.2.22 kap Phook 1-1/2' 13/6' DP/ANCHOR TABLES 7-8 PLASTICS,(COMPONENT REQUIREMENTS). 1/4'Elco 10.8 5.5. Ucamuted CMU, Jamb 2^ 1-114' EXAMPLE . 9 A90,a-Gator (ASTM cao) Phook 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.Southam Pine Hand/SIIVJemb 1' 1-3/8" ANCHOR LOCATIONS 11-16 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (SG•0.88) Phook 1' 13/8' 10)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. Concrete Heed/SIIUJamb 2.1/2' 1-3/8' PANEL TYPES 17 1/4'Elco Ueracon (min.2.85 kel) Phook 2-1/2' 1-3/8' EXTRUSIONS 18 ANCHOR NOTES: Unorcuted CMU, Jamb 2-112• 1-1/4' ACCESSORIES 19 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY D (4511,1 c80) Phook 2-1/2' 1-1/4' SCREEN DETAILS 20 Concrete Heed/SIIUJam 2-1/2' 1-3/4' APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATEPARTS LIST 21 REQUIREMENTS. 1/4 Elco 470 S.S.4lataFlex Ungraded SCMU, P-hookamb2-1/2' 1-1/4' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. (ASTM O&0) _ Phook 2-1/2' 1-1/4' PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1X 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 as icomplying with the Florida NOA IF UNIT IS 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 No Coda 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 JURISDICTION. Expiration Date 04/21/2021 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. 'UNGROUTED CMU"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 Mem-Da oduct Control BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, ---- NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE - Mate el Min.FT� Min.F LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF --Steel Screw 92 ksi 120 ksi.r SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODES/STANDARDS USED: 410 Screw 90 kel 110 ksi OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggre-Gator® 57 ksi 96 ksi •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco Ultr.Con& 155 ksi 177 ksi INSTRUCTIONS: •ASTM E1302-09 410 SS Elco CreteFlexl) 127.4 ksi 189.7 ksi 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, • l I•ALUMINUM DESIGN MANUAL,ADM-2015 60�T55 Aluminum 16 ksi 58 kilt `\11ksi 22 ks1 1111 t 1 t r r r//1///O ON(LYNN DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. •AISC 360-10 Gr.33 Steel Stud 33 ksi 45 ksi C�.'V10EN M�C��: 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE �; 1. 4.s.,„_ NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED No.58705 WIDTH AND/OR HEIGHT. p�•F VINYL SLIDING GLASS DOOR NOA(NI) M 10/05/15 Z* 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, GENERAL NOTES J ROSOWSKI ='0.K cp q �; THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM =-', t 1 t ( EDGE DISTANCE. ® �Oc••, ST TE (V` 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED COPYRIGHT et2017 POT INDUSTRIES,Inc. A UPDATED TO FBC 2017,VINYL MFG. kl 04/06/17 (� (DR1OP.••' , F ALL wG/r7S RESERVED S '•'-••-•••!c ..2,• DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DR ////S��IVAL 1 "111 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 � 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941(-480-1600 A LYNN MID FR,P F ____ CERT.OE At7 E1.825/rn SGD-5470 NTS 1 OF 21 i MD-5470.0 �� A P.E.#58705 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH I NOM.PANEL WIDTH NOM.PANEL WIDTH - NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 v PER TABLES 1&2 PER TABLES 1&2 � PER TABLES 1&2 XV. 1 MAX.1UNIT v n II MAX.0 NIT F, v 1Ara � MAx�UNIT F�E!1I v i� MHEIGHT �1 p A ii HEIGHT l^ HEIGHT Ili v I^ HEIGHT vPER TABLES 1&2 € PER TABLES 1&2 l^ PER 1 11 i PER TABLES 1&2 i Eocser' TABLES 1&2 121 {I1_-_.---_-_ N J -- - -- --fir--J [--- - --- -- -N——I i iLiL______I POCKET J PANEL K/ 2-PANEL IA 3-PANEL CONFIGURATIONS AA 4-PANEL CONFIGURATIONS AA CONFIGURATIONS CONFIGURATIONS v v MAX.UNIT WIDTH MAX.UNIT WIDTH y MAX.UNIT WIDTH 1 NOM.PANEL WIDTH NOM.PANEL WIDTH Aa NOM.PANEL WIDTH 1 PER TABLES 1&2 111111. PER TABLES 1&2 M v PER TABLES 1&2 v MAX.UNIT I vx v ,1 MAX.UNIT I Er NOTE �a to [a 0 I do 0 S HEIGHT PER 1. sEE HEIGHT FY W li HEIGHT v v I"' TABLES 1&2 SHEET. PER TABLES 1&2 Pour 1 PER TABLES 1&2 1 i__ I 1 --L _i i J i L: POCKET L ll 5-PANEL CONFIGURATIONS v 6-PANEL CONFIGURATIONS v OUBIOE CORNER TYP. Ty A NER SNOWN.INSDE CORNER SIMILAR PRODUCT REVISED MAX.UNIT WIDTH -- MAX.UNIT WIDTH as comp)ying with the Florida Building Code NOM.PANEL WIDTH a- 1 NOM.PANEL WIDTH OS NBA-No, 17-0420.07 PER TABLES 1&2 v PER TABLES I&2 v Expiration Date 04/21/2021 f � ;iiIIKi Miuetorol 1[ • PER TABLES 1&2 JI PER TABLES 1&2gg ' , i +I 7-PANEL CONFIGURATIONS da a- 8-PANEL CONFIGURATIONS v CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3/16" \��ttt t cattYILS i l,./ LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "p"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" ``��• •.......... i1,.` POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" �iCENSF'•.e, 2)80-&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 =*• No.5870 9)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS4 J ROSOWSKI *: REVIEWED BY THE AUTHORITY HAVING JURISDICTION. S (�' ,IV` DETAIL LETTER COPYRIGHTe 201 ALL TSPOT Eo ES.INC. II NO CHANGES THIS SHEET. Nig 04/05/17 `� i%,F(BRIDA,. �` 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. f• 1070 TECHNOLOGY DR I� kM "&ONAL E,..10 . N.VENICE,FL 34275 "IIiilittitt1 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' SHEET NUMBER (941)-480-1600A.LYNN MILLER.PE(,'EHT.OF AUIH.ir2S2fi8 SGD-5470 NTS 2 OF 21 MD-5470.0 A P.E458705 DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRU 1X WOOD _ EX ASTRAGALDETAIL Cl DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 MO MASONRY FACING T._ INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT - FRAME WIDTH - • .-+j '— 1/4"MAX. REQUIRED IF DOOR/AN. �` — TYP.ANCHOR TYPE, • I HEIGHT IS OVER 9 \\� EMBEDMENT AND -� CO MAX 26.0.C. © I EDGE EDGE DISTANCE PER I � �� DISTANCE SUBSTRATE,SEE .. _ q -\ Y f TABLE A,SHEET 1& 4 0 �� '� �, di r NOTE 3,BELOW ` ""7 ��* / r00i0 - I1.0.11Wit! • O = WIDTH =�. ` •�_r,�r,•,, p o 40 EMBEDMENT .v ■ _.• 117.-.=�� # a:.,,,;,•r,,,\iiir �� 7 X1111 '. S�M►�AST .1I %/ .1.00,L.,_ , • EDGE /. / d mom � _ d - I17�' C� .,."� -� - - �_ -__ •�• r�>__��- (4)THRU KEEPER @ MAX .; EDGE DISTANCE/ I I �= I "U I EXTERIOR 9.6 O.C.,SEE SHEET 190 01 DISTANCE �8EE NOTE 8, I I " j ©• 28 STH SNS ET 1/4"MAX. —rl >!— '• THS SHEET I J I SEE NOTE 8, / 1X OR 2X WOOD _ \- 0 ' / BUCKSTRIP,SEE THIS SHEET EMBEDMENT ANCHOR / SEE NOTE 8,THIS SHEET Q _ #8 X 3/4"SMS REINFORCEMENT SCREW;7 NOTE 3,SHEET 1 L _ TYP.ANCHOR TYPE, PLATE AT III II �Z I / 0 PER STILE,LOCATED AT CENTERLINE AND 6"' EMBEDMENT AND EVERY Mi I.IR / HORIZONTAL SECTION(XXX SHOWN) —` 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR 1�-r" SUBSTRATE,SEE LOCATION I1�'� DETAIL C2 DETAIL D2 —,` DETAIL B2 TABLE A,SHEET 1& DETAIL A2 INTERLOCK INTO MASONRY ' -----• ASTRAGAL. NOTE 3,BELOW FACING INT. 2X WOOD BUCKSTRIP OR INTO 2X WOOD REQUIRED IF DOOR EMBEDMENT I -- FRAMING,SEE ANCHOR 0 DAYLIGHT "i� F , \ FK3NTISOVER96 . 1/4"MAX. I INTERIOR PRODUCT REVISED V'4 ^17---------)-- I WIDTH © Ji zEDGE I as complCndg with the Florida Building_ _ ��°may• 0 • DISTANCE NOA NO. o e 0 17 the Fl 07 TYP.ANCHOR TYPE, I `�■�1'T.. ''' SEE NOTE 6,THIS SHEET T,� ,. as I Expiration Data 04/21/2021 EMBEDMENT AND )�` � i � ' 0' ® 0''0 C��{, *� W1I ��IIII a{ TYP.ANCHOR TYPE, - By � EDGE DISTANCE PER t�7_ ,—• �. T'��• 0 0 �� r' Miam(-0a rodUCt Cont�l atm T��+�7r i! -EMBEDMENT AND -P ``q- SUBSTRATE,ESEE 1/ 0 � i1 w-IY _� __ = ., EDGE DISTANCE h:,,.. TABLE A,SHEET 1& 0 iI mi 1 NOTE 3,BELOW �„,,,,,,, I � `` 1-� I „„ PER SUBSTRATE, " V "I ` I 'C I- ;Ssm II I a 9 SEE TABLE A,SHEET L7 IL! - EDGE J ,,d �� -- dJ 1&NOTE 3,BELOW _ � . I EXTERIOR I 4)THRU KEEPER MAX - DISTANCE I -` _ 0 A"0.C.,SEE SHEET 16 - � ` "1,1 PANEL WIDTH • A O. J l i-- 1/4"MAX. CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) INTERIOR OR 01,,, 1, FIXED PANEL CLIP& EXTERIOR DIRECTION. �0' NY LYNN,��'/,, NOTES ANCHORS,SEE � �0 ......,,• ,�� ,� 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. .••'‘,tcEN .!< 2)REFER TO ANCHOR NOTES,SHEET 1. r^ �� FOR ALL LOCKSTILES, No.58705 1 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED I _* — O El . - 0 VINYL SLIDING GLASS DOOR NOA(NI) LAI 10/05/15 *_ ANCHOR QUANTITIES,SEE TABLES 1&2. STILES Arra / ► 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS -b ' ' INSTALLATION,HORIZONTAL X-SECT. J ROSOWSKI =7.1 tea` FRAME ANCHOR LOCATIONS. 16 �0n'•, s '45/ 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. /D O '',0R10t`,••' )`{ caPrwoNTo2m1 PQT IHousTRlEs,iNc. NO CHANGES THIS SHEET. �� 04/05/17 '.F FOR , S (J s• 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL Au waHTe RESERvm - --- �/ S �� INTERLOCKS 27 28 / / ., REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1 D 1070 TECHNOLOGY DR SA //,T�NAL oo THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD ND (941)-480-1600 I SGD-5470 I NTS 1 3 OF 21 b MD-5470.0 £ A A.LYNN MILLER,P.E. __._________.__-..-- __ __ CERT.OF AUTH.02029s P.E.0 58705 DETAIL El TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC 1X BUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY --FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR I DISTANCE T I EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 REQUIREMENT r r + DISTANCE I -1 DISTANCE R • EMBED- • AN EDGE DISTANCE •. ". ' •I—MENT k L -}T ��; EMBEDMENT ..' - • ' ••• (EMBEDMENT EMBEDMENT 1!4"MAX. II /4"MAX. 1 0 . L 1!4'MAX. 1/4"MAX. Ol L 1X OR 2X WOOD r-Li �� 114"MAX. I..� .1...1611/..iii Ill . 0 0 / CO0 '141141-11( BUCKSTRIP,SEE ttt !L it 10 / ANCHOR NOTE 3, I O TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND / / 0 SHEET 1 O EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE / / ii. �'J TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET / 0NOTES 0 . 1/ ' - / FORASTRAGALS1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. �" C.�r/ � LOCKSTILES, ' II, 2)REFER TO ANCHOR NOTES,SHEET 1. lIl( 1� FIXED STILES y 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, •;� [ AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" _ HORIZONTAL ._SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR PLATE AT RAILS PANEL HEIGHT=DOOR HEIGHT-2-1/2" EVERY ANCHOR CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. LOCATION (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT 0 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPENING PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL �— FRAME r SEE ► HEIGHT SILL RISER LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTE 8. complying THIS SHEET VARIES WITH EXACT DIMENSIONS. asiawlth the Florida 1 REQUIRED NOA-No. 17-0420.07 v EXTERIOR POSITIVE Expiration Date 04/21/2021 DESIGN a PRESSURE, .390 I+ By Ij "A 7j 82 A SEE SHEETS .390- I-+- Miami-Da rodoct Control EXTERIOR (.1 " O •.. :1)P 7&8. .390-.•I i-.- <71 � / a I 0' o� I I--390 �-1 7 2.947 114°MAX. I�® I 1.793 �i 2.370 4.041 �� ) a2 #4345 AL o APPLY"-.823 3.464 GROUT AS MI"i0 �. 1 9 7 i 12.887 NEEDED,SEE -j jI ANCHOR NOTE 0 1 Oil I 060 .060— —j 060 5,SHEET 1 0 r,.._-, " 0 114"MAX. 0 U- - � 2-1/2 =TOTAL .060 —' 0 SILL HEIGHT ILL RISER ILL RISER ILL RISER ILL RISER ��`I,�111,,1• f_��.� p.:.. ..I I 4,:-_,,(2-1/2"S as S `,:•:-/(4-1/16"S V---1(4-5/8"S �. NY LYNN"//,, d�,A; 1®��01~� I `'Mre ^T—1ATOTAL (3-1/2"TOTALTOTALTOTAL �` �N�.• �j� i _ �! SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ;��•.• • ..•.•<, ,, EDGE °� No. •'� ' EMBED- EMBEDMENT =*c - MENT DISTANCE I, 1p0"4/ 0 VINYL SLIDING GLASS DOOR NOA(NI) M 10/05/15 = ' /; •EDGE TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECTS J ROSOWSKI ` f r�; �_ EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® %0�•. Si E O • ��/� DISTANCE '. �ORIDP•.•' EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE COPYRIGNr02017 PGT INDUSTRIES,INC. k NO CHANGES THIS SHEET. 04/05/17 'SSS+ G�� CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, 1070ALL RIGHTS RESERVED TECHNOLOGY DR ''i/�ONALIEN,`� PER ANCHOR DETAIL Fl SEE TABLE A DETAIL F2 SEE TABLE A, �� REQUIREMENT SHEET 1&NOTE 3, - SHEET 1&NOTE 3, N.VENICE,FL 34275 IMO MASONRY THIS SHEET INTO WOOD THIS SHEET (941}480-1800 I SGD-5470 I NTS i 4 OF 21 1/ MD-5470.0 ,$/ A A LYNN MILLER,P.E. CERT.OF AU714.029295 P.E.p 68705 4 j INTERIOR ° 4 •_ ID (4)THRU KEEPER ^I Il INTERIOR 4 OD,4 Q MAX 3.5.O.C., ..n. 191-1 11 Lulu 2 0.-0 `©� Q MAX 18.5.O.C. INTERIM Q SEE SHEET I9 17,-.1 � _ 4!, o o �w�► TERwR INTERIORDET90* AIL H2 nI `�Q 34)THRU KEEPER MAX mix_ I1.---riOUTSIDE CORNER 0 max ler ac. _� ,��;,� 3.5'O.C.,3EE SHEET 19T ` ter' i ,„, AEI I� = \\ :ro, ,,,,.„.,,,...*, .\a Q I � eN J ® li 1 INTERIOR EXTERIOR fiDONIIIIMIlr-r' Of 140EXTER-- I 0.R TB I ��1-11 135° \ ` III+� el_LiI � j L1111111.1 DETAIL G1 DETAIL H1 I' "'ice! I=S� II�� MAX 18.6'O.C. _ 1�. �uu 135' 90' :.�f'I_f _ INSIDE CORNER • INSIDE CORNER t�- ' j EXTERIOR INTERIOR � -I �� O� Q®MAX 3.5EO.C,R `� 4 EXTERIOR t ��\� o• ZS _ap SEE SHEET 19 0 ` 0 O , 1u PRODUCT REVISED .� (tom-�� JO J as Building Code with the Florida Building complying ENxpirato.ion 170422.07 02 135° Data 04121/2021 r By�I� Miami-Oa Product..e- CoZrol /*1&N& I -111111/1/ CO �� NOTES �` V*t�r� o INN � 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. r ♦ q`r'll u 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR i'tI I. c tt„nLI7 Oo',Q ` �"""rrr Mal i_ �0 QUANTITIES,SEE TABLES 1&2. ``10 ,,,� r;,_Lf 1f —�. 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, `��\ ow LYNN ,... © elk ` Ate:*z-ter ` DEPENDING ON CONFIGURATION. ` ��..- �tCENSF!� 0 `ii - I �t_�� _ . .' .' MAX 18.8^O.C. L * No.587Q5 0 i VINYL SLIDING GLASS DOOR NOA(NI) 1 10/05/15 _ *_ (4)THRU KEEPER @ MAX Q EXTERIOR ./r1t - - ::::73 `0 3.5”o.c.,SEE SHEET 19 CORNER ASTRAGAL HORIZ.X-SECT. &• J ROSOWSKI '70 � et cr DETAIL G2 ��,® �o.1%.. srA o 1�,��, „�a g c�`• 10 OUTSIDE CORNER COPYRIOALLORIGGI TSRERESERVED INDUSTRIES.INC. NO CHANGES THIS SHEET. ka 04/05/17 !,�/S+s/F..RTD t' s" 1070 TECHNOLOGY DR i $ ,,'no/11%W\1�‘s N.VENICE,FL 34275 (941)-480-1600 i SGD-5470 1 NTS 1 5 OF 21 g i MD-5470.0 A D A A.LYNN MI7ERR,F.E. CERT.OF AUTH.#28299 DETAIL 11 DETAIL 12 OPTIONAL NON- Il INTO MASONRY INTO MASONRY STRUCTURAL t•' !] 0. EDGE CONCRETE/CMU ANCHORS FOR INTERIOR POCKET 4�, III,- INTERIOR © © TYP.ANCHOR TYPE,EMBEDMENT + DISTANCE PER ANCHOR JAMB . 1�'�'� ss ©� Q"•0 AND EDGE DISTANCE PER REQUIREMENT • SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST THIS SHEET 0 .� "s SHEET 1&NOTE 3,BELOW • • FIGURE 1,WTERLOCKS AT POCKETS: INCLUDE A NON-STRUCTURAL .•.4. i 1� ��' �� M • FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE I m�, • OPT. POSSIBILITY OF WATER I © _y ▪ ' , � ANCHOR *11_I— INFILTRATION. 1/4"MAX. 0 07i m� EMBEDMENTP 1 ` POCKET BY OTHERS,SEE L�� I PT • r OPT. NOTE B BELOW. �— '�'�. �� cnli EMBED . •••11-1_, 111.10 T� MENT EXTERIOR �' FOR DOOR HEIGHTS OVER 96" • .I" OPT. InI 1/4"MAX. ANCHOR V I111 IMESM: MAX.m rJL S—m MAxo.c. CONCRETE/CMU SSE FIG 1,® 4..,„ �J_ 0 i" :r,- TYP.ANCHOR TYPE,EMBEDMENT ExTERIOR I EDGE PER ANCHOR THIS SHEET ', AND EDGE DISTANCE PER I L F. © Vii. SUBSTRATE,SEE TABLE A,SHEET 1 v DISTANCE REQUIREMENT ';�.r--r &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 0 0 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE /,',""""""""""""""""""""""""""" AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 I BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO THE METAL SUBSTRATE ; EDGE 2X WOOD BUCKSTRIP OR PRODUCT Romp Y T REVISED Florida FRAMING,SEE ANCHOR DISTANCE Building Code _ EDGE NOTE 3,SHEET 1 NOA-No• 17-0420.07 DISTANCE ( -OPT.ANCHOR , DETAIL 13 411.0'0111..11'1111111111111111116111110.0.14OPT.ANCHOR Expiration Bate 04/27/2021 ' INTO METAL EMBEDMENT I By 17 OPT. OPT. Miami-D Product Control �' DETAIL 14 EMBEDMENT J_� j F�� 1/4"MAX. _ MAX. f INTO WOOD EXTERIOR (',r ,o co I', / ?_-1� SEE F101, ji � SEE FIG 1, -�`--- THIS SHEET® �� THIS SHEET LJ".0 EXTERIOR ©� I� ``\`1111„„„,//,/ ® EXTERIOR POCKET v `,``,(N.NY''YN:y.L,,„ EXTERIOR POCKET Q+• .•' 1UCENSF•.(�'-.0,- NOTES ./��t VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 NO,58705 • 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. _ 2)REFER TO ANCHOR NOTES,SHEET 1. ([�!�� P-HOOK EXAMPLES,HORIZ.X-SECT. S J ROSOWSKI 5.7130':� 1 ,?. ....q� 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2, Sq 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. e y't`�` F` F '• 45.` 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. COPYRIGHT R2o�9 OTTII INDUSTRIES,INC. i NO CHANGES THIS SHEET.ERVED �� 04/05/17 S1 "••.ORIDA_.•'G��`� 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DR ,i i! ///,O/I/S.. �0� AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 CC (941)-480-1800 I SGD-5470 I NTS 16 OF 21 1 i MD-5470.0 b i A A.L a N MILLER,L P.E. CERT.OF AUTH./R9299 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use thb table for Door UNt Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Astragal Reinforcement#29 80" 84" 98" SHEET USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. il Lockstile Reinforcement#25 or#26 68-15/16"DLO Height 72-15/18"DLO HeIght 84-15/18"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Std.Interlock Reinforcement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B I C II D A I B I C I D A I B I C I D /CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +127.11-127.1 psi +120/-120 psf +102.0/-102.9 psi r #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19.1/8' Head/SIII C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 03+1 C3+1 C5+1 C3+1 C3+1 C3+1- CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 6 5 5 5 8 5 5 5 6 5 MIDSPAN OF PANEL). Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 ��TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +106.3/-106.3 psi +100.2/400.2 psf +85.9/-85.3 pef THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25118" PERPENDICULAR TO THE GLASS. Head/SIII C5+1 C3+1 C3+1 C3+1 C5t1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30" DLO Jamb 5 5 6 5 5 5 8 5 5 5 8 5 Width . t P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +92.91-92.9 pal +87.3/-87.9 psf +73.81-73.8 pet s31-18" Head/SIII C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 a. DLO Jamb 5 5 6 5 5 5 6 5 5 5 8 5 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 6 Design Pressure +78.4 1-78.4 pat +78.4 1-78.4 psi +85.8/-65.8 psi 374/8" Head/SRI 05+2 C3+1 C3+1 C3+1 C5+2 03+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 42' DLO TABLE B1: Width 5 5 5 5 5 5 6 5 5 5 6 5 • Water-LImlted FIG 1: P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH Design Pressure +60/-60psf /1+60/-60psf +60/-80 psf SIII Nom.SRI Max.(+)DP 431/8' Heed/S111 C3+2 C3+1 C3+1 03+1 C3+2 C3+1 C3+1 C3+1 05+21C3+1103+1 C3+1 Riser Helptd Allowed DOOR ASSEMBLIES 48" Width Jamb 5 5 ti ti 5 5 l 5 5 5 5 6 6 None 1-11/16" SeeNote2 INSTALLED WHERE THE PRODUCT REVISED 7 P-hook 7 7 7 7 7 ll 7 7 8 8 8 8W OVERHANG(OH)LENGTH IS as complyingwith the Florida 42 2-1/2" +38.7 psf = EQUAL TO OR GREATER THAN Building tos 43 3117' +60.0 psf 6 THE OVERHANG HEIGHT IS NOn-No. 17-0420.07 -USED IN EXAMPLE ON SHEET 9 44 4-1/18" +80.0 pet EXEMPTED FROM WATER Expiration Date 04/21/2021 INFILTRATION RESISTANCE. By /; 45 4-5/8" +100.0 psi Miami-Dw Product Control DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/18" ttttllililrrrr,r PANEL HEIGHT=DOOR HEIGHT-2-1/2" .....z. 4%... LYNN ///,/,,� UCENSF•.!(, s. TABLE NOTES: '*1. No.58706 ��'' VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 Q AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. I: i.i DP&ANCHOR QUANTITY TABLES J ROSOWSKI2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL .(�.. TE 1. �. �� RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. COPYRMdR02017 POT INDUSTRIES.INC. A NO CHANGES THIS SHEET. ii 04/05/17 %,(��' jDioRioA•..-•�� 3)SEE SILL RISER TYPES ON SHEET 4. ALL RIGHTS RESERVED ,,,S7�NAL ENG��\ 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR ,i if rrr r r I 1111 t t tt 5)REFER TO ANCHOR NOTES,SHEET 1, N.VENICE,FL 34275 e SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)480-1800 I SGD-5470# NA 7 OF 21 1i MD-5470.0 g!i A A.LYNN MILLER,P.E. CERT.OF AUTH.020296 P.E.N 5870.5 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 80" 84' 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockable Reinforcement#25 68.15/18"DLO Height 72-15/16'DLO Height 84-15/16"DLO Height 98-15/18"DLO Height 108-15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement#28 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE AIBICID AIBICID A I B _I C I D AIBICID AIBICID CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +169.4/-169.4 pet +160/-160 pef +137.11-137.1 pet +120/-130 pat +106.7/-116.8 pet #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 191/8' Heed/Sill C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 03+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1-.*-- CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO MIDSPAN OF PANEL). Width Jamb 6 5 7 5 5 5 7 5 5 5 7 5 6 6 8 6 6 6 8 6 - TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10-"."------__THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +141.81-141.8 pat +133.6/-133.6per +113.6/-113.8 pst +99.1/-107.4 pat +87.81-95.1 psi PERPENDICULAR TO THE GLASS. 25-1/8" Head/Sill C5+2 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 05+1 C5+1 C5+1 C3+1 C5+1 06+1 C6+1 C3+1 C5+1 C5+1 C5+1 C3+1 30" DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 8 8 8 6 8 6 8 6 Width P-took 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Deakin Pressure +123.9/-123.9 pet +116.4/-116.4 psi +98.5 1-98.5 per +85.3/-92.4 pst +75.3 1-81.6 pet FIG 1: 31-1/8" Head/SID C5+2 C5+1 05+2 C3+1 C5+2 05+-1 C5+2 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 05+1 C5+1 C3+1 05+1 C5+1 C5+1 C3+1 OH LENGTH 36' DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 8 6 8 6 6 8 8 8 Width vL P -hook 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 1- DOOR ASSEMBLIES Design Pressure +104.5/-104.5pet +104.5/-104.5 psi +87.8/-87.8 ps1 +75.7/-82 paf +66.6/-72psf x 0 INSTALLED WHERE THE 2 37.1/8' Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 05+2 05+1 C5+2 C3+1 C5+2 C5+1 C5+2 03+1 C5+1 C5+1 C5+1 03+1 Cu" OVERHANG(OH)LENGTH IS co a 42' DLO Jamb 5 5 7 5 6 5 7 5 5 5 7 5 6 6 8 6 6 8 8 8 I EQUAL TO OR GREATER THAN 2 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 o THE OVERHANG HEIGHT ISEXEMPTED FROM WATER ZDesign Pressure_ +80/-80 per +80/80 pe/ +80/-80 pat +60/-85pot +60/65 pat INFILTRATION RESISTANCE. 43-1/8" Head/Slll 05+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 03+1 C5+2 03+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Jamb 5 6 6 5 5 6 6 5 5 6 7 5 6 6 7 8 6 6 8 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 6 8 9 9 9 9 10 10 10 10 TABLE B2: PRODUCT REVISED as complying with the Florida Design Pressure +74.1 Building Code 49-116" +74.1/-74.1 psi +71.1/-74.1 ps1 +63.8/-63.8 pst (+)Design Pressure NOA-No. 17-0420.07 Head/Sill C5+2 C3+2 C3+2 C3+1 05+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 54" DLOSIII NSIII Max. P Expiration Date 04/21/2021 Width Jamb 5 5 6 5 5 6 6 5 5 5 6 5 an. ax.(+) P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Riser Height Allowed By Design Pressure +60/-60 psi +e0/-60 psi +60/-60 psi Not available in these sizes. None 1-11/16" See Note 2 Miami Product Control 55-1/8" Head/Sill C3+2103+21 C3+21 C3+1 C5+2 C3+21 C3+2I C3+1 C5+2 C3+2105+2103+1 42 2-1/2' +38.7 psi 80' DLO Jamb 5 5 5 5 5 5 1 5 6 5 5 6 6 43 31/2" +60.0 psf Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 44 4.1/18° +80.0 psi 45 4-5/B" +100.0 psi DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=PANEL HEIGHT=DOOR HEIGHT-2-1/2" ;�.‘OOR HEIGHT-11-1/16" �NpNY ILYNl N��e i �1 �ICEN •$.•(i TABLE NOTES: .'_*. No.68705 .. I: EJ- VINYL SLIDING GLASS DOOR NOA(NI) 1110/05/151 IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP 8 ANCHOR QUANTITY TABLEJ ROSOWSKI2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL y 'O�`•. !� '.17•..-z- RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. coPyaiotrro2oi7 PGT INDUSTRIES,wC. a NO CHANGES THIS SHEET. kM 04/05/17 %/',°s ''',onto/. .•';0 s` 3)SEE SILL RISER TYPES ON SHEET 4. 1070ALL RIGHTS TECHNOLOGY DR /,s/ONAL SE-%G`N� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. ,1 i� 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 q 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION a SPACING (941)-480-1800 1 SGD-5470 1 NTS 1 8 OF 21 1 i MD-5470.0 g l A A.LYNN MLLER,PE. _ __ CERT.OF AUTH.875296 REP 58705 EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X84"NOM.PANELS, INTERIOR POCKETS of INTERLOCK OF INTERLOCK ANCHOR INFORMATION. 8" CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, -' MAX ` OF PANEL f FOF PANEL 2 FOF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKET BY1.116 �•�� ' OTHERS,SEE.,011:01- _ . a a — � . Will �' ' • SHEET6 NOTE 6. �� `_��5 jIi�� AV/AU t ama Y '+2' `+2'ANCHORAGE, 25518'MAX. 6" 8" AX. ''- ANCHORAGE, SHEET 12 "*2"ANCHORAGE, MAX. i'lSHEET 12 SHEET 12 ,C3'CLUSTER, "C3'CLUSTER. EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE V SEE POCKET JAMB (MIN.1 ANCHOR) SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR EXTERIOR NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX(3-TRACK) TO ND IN BE ADDED IN-FIELD AS NEEDED TO ALIC"NtAEIfT I ALIGN THE HEAD OR SILL F A 4 SPLICE OCCURS WITHIN A POCKET. INTERIOR [.._CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL 91LL SPLICE 8' OF INTERLOCK t_oF INTERLOCK ANCHOR INFORMATION. CENTERLINE CENTERLINE CENTERLINE —� MAX. "OF PANEL 1 f OF PANEL 2 OF PANEL 3 / POCKET BY iir. o _._ -AM. Meer --A.V - . I, EXTERIOR INTERIOR OTHERS,SEE o .ffiI ..OTg a irwr SHEETS 1.14 i i ;i i i i i i 'r I 1 �/ / +2` ---�' 26-3/8"MAX, -+— 8" W� f I ANCHORAGE, '+2"ANCHORAGE, '+2"ANCHORAGE, —" MAX. / SHEET 11 SHEET 11 MEET 11 "C3"CLUSTER "C3"CLUSTER. EXTERIOR 12"MAX. 21.8' FRAME JAMB SEE POCKET JAMB SHEET 11 SHEET 11 END ANCHORAGE NCHOR) MAX- REQUIRED INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS j 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) PRODUCT REVISED as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF NOA No.Code 17-0420.07 +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84'.FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION! Building DESIGN PRESSURE IS+60/SO WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Dab 1 4/21/2021 PRESSURE REQUIREMENTS. B /- TO BE TO O.C.OR LESS y HBad/SOI C3+2 _-- Miam Da• roduct Control FOR WOOD INSTALLATION USING ANY ��uW' .� ARA ANCHOR IN GROUP A(SEE TABLE A),TABLE e'er 5 �:'u 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 �i/� �� 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF END PANEL � B'MAx. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT OPT.ANCHOR I 6' THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TOAD 8t HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 1 1I'""1,1 OSILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS ANCHORAGEANCHORAGE ;A::".0.NENSF !! THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: �` �' SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL. :*: No.58705 ' JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. UR VINYL SLIDING GLASS DOOR NOA(NI) $ 10/05/15 - :Q * FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL i 4 i, A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. I STRAIGHT DOOR EXAMPLE Is J ROSOWSKI pr ..:„%. STA '7-r��` LOCATIONS OF CROSS-SECTION DRAWINGS. B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYRIGHT o 2o17 POT INDUSffSS,INC. ! NO CHANGES THIS SHEET. NI 04/05/17 '',i��tS ..!T.,.••&,,, C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070ALL RIGHTS TECHNOLOGY DR a /i/; NAL EN%'\` D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 A III I)I I I I I E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 (941)-480-1600 I SGD-5470 I NTS 1 9 OF 21 l4 MD-5470.0 04 A A.LYNN MILLER.PE. CERT.OF AVM/22208 PEE 58705 SILICONE HOT-MELT BUTYL �� STRUCTURAL 4` SILICONE STRUCTURAL ' 1/4'NOM FOAM ' 3/15'NOM. POLYISOBUTYLENE r WITH WITH DESICCANT �/ DESICCANT010 1-1/16'NOM. 00 EXT.GLASS EXT.GLASS) 3/15'T GLASS /� 11/15'AIR SPACE , �♦� 3/16"T GLASS PAINTED! INT.GLASS INT.GLASS 0'-0 LAMINATED SURFACE KODISPACE SUPER f10R TE 4SG TPS Te SPACER®NXT T"' GLAZED'IF 882-83ROOUCT IS IS°R Atli'17/e"NOM. TOWARDS THE EXTERIOR.- I I '/ I GLASS '� � BITEa ErrERIOR �I PRODUCT 18'INTERIOR- Q GLAZED'1E68243 IS TOWARDS THE INTERIOR. 1411, ALUMINUM 0 REINFORCEMENT POLYISO- DESICCANT FILL AREA 4 BUTYLENE F t4�,, 5/16"NOM. GLASS DETAIL 5/16"NOM. Itiirk BUTYL& II SILICONE SEAL DESICCANT- `1 ROLL-FORMED / PRODUCT REVISED STAINLESS STEEL as complying with the Florida FOAM NOTES: Building Code EXT.GLASS , 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. NOA-No. 17-0420.07 1111.1 EXT.GLASS ,III 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. Expiration Dat 04/21/2021 i0�f `T"=TEMPERED By G .i i INT.GLASS Miam 0 e Product Control INT.GLASS DURASEAL® XL EDGE'" TT SPACER 'SPACER .ss ,,,‘ I/r� :.``"ONY LYNN 7''., LfCErySF•��''' Q'T;. Cf0 *;- No.58705 ''..73 ' . I VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 ie I GLAZING DETAILS 8� J ROSOWSKI ;/)• a .i I COPYRIGHTe2017 PGTINOUSTRE inc. ,/ NO CHANGES THIS SHEET. H8 04/05/17 '.vtP .•F�0RIDA,•.•',�1`� ALL RIGHTS RESERVED --______-.__- __ /�O "' G`s 1070TECHNOLOGYDR , �� 1�NALIENtt` j N.VENICE,FL 34275 (941)-480-1600 A.LYNN MILLER.P.E. CERT.OF AL/TH.Irmisa SGD-5470 NTS 100E 21 f MD-5470.0 �f A PE5587055 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL_ INTERLOCK INTERLOCK--- PANEL CENTERLINE PANEL _ CENTERLINE 4° CENTERLINE 4•. CENTERLINE �� 4„ CENTERLINE 4" IMINIIEMI Ional ! L1.1.1 --- �ftr• IIIIIIMIMINIFili 211 =-=111 1=011:1111Mr P-- • 111111:311MMI11111111 EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'C3" 0 2-TRACK CLUSTER"C5" 0 2-TRACK INTERMEDIATE b 2-TRACK INTERMEDIATE 0 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1'ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK-- PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" CENTERLINE 4" A.. — w-.. __ _ __. A. -_ __ NMEIMIlnicali ' AIME iiiiimmlnw INIIIIMIMIIIIMMINNA EXTERIOR -- -' 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR ---.-+ 3.22" b3-TRACK CLUSTER"C3' 0 3-TRACK CLUSTER"C5' 0 3-TRACK INTERMEDIATE 0 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL _ PANEL PANEL INTERLOCK--a.- INTERLOCK-- CENTERLINE CENTER'INC CENTERLINE CENTERLINE 4" CENTERLINE 4" 4" IIIIMEMIlmoIllimminsoniaar IiiiiWANWANIIII 0 4 IMMIMMIMMINIBINII. iota � IIIIIIIIIII __ -tea_ rrD EXTERIOR�13.22" EXTERIOR� — -3.22" EXTERIOR FXIFRIOR L ATE RIOR 3.22" v 4-TRACK CLUSTER v 9-TRACK CLUSTER 0 4-TRACK INTERMEDIATE -/ 4-TRACK INTERMEDIATEl� 4-TRACK INTERMEDIATE "C3'ANCHOR LOCATIONS "CS"ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONLS '+3'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING SII i. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERNEDIATE ANCHOR LOCATIONS' 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.376" 0 2.376' FOR ALL SILLS: 11101 1:17:1 41.4 eia Head/Sill ) PRODUCT comwith the Florida `ONaONY LYNN//// Building Code \" - • •• // Jamb 5 NOA-No. 17-0420.07 FIGURES PERTAM TOME FOLLOWING SRL p-hook 7 - 0.... :'•1J�AI�p'•.' CLUSTER ANCHOR LOCATIONS: Expiration Data 04/21/2021 *i No.08704 ••. , VINYL SLIDING GLASS DOOR NOA(NI) Mam�bet ConolIJ- ANCHOR LOCATIONS A � J ROSOWSKIO'•• , COPYRIGHT 02017 POT INDUSTRIES.INC. 1 NO CHANGES THIS SHEET. 1! 04/05/17 /,/6''•.9.•I cNO�. ,110 ALL RIGHTS RESERVED — _.. ///Nr NAL IE"0 Head'SIII C3 1 1070 TECHNOLOGY DR 1 �� Jamb 5 N.VENICE,FL 34275 _ NN P-hook 7 (941)-480-1600 ]SGD-5470 i NTS 1 11 OF 21 1/ MD-5470.0 1 A.LYNN MILLER,58705 A MILLER CERT.OF AUTH.p2S2SS (jI i HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK 4" INTERLOCK 4" PANEL CENTERLIE 4" 4" CENTERLEE CENTERLINE CENTERLINE , CENTERLINE 11111111.111.1111•11.11.111.5- E.-_.,.....-- IiiinAMMEINII IIMINIMIIIMIIIIIrr EXTERIOR NMI 3.22' EXTERIOR MIMI 3.22' EXTERIOR EXTERIOR ...... 322" EXTERIOR MN 3.22" 0. 2-TRACK CLUSTER"C3' 0' 2-TRACK CLUSTER'CS' 0" 2-TRACK INTERMEDIATE 0' 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE 4„ ...............mm.... 1 E , 4.75" ........... I _...........______. 11111111, �_-- E I... A. ,.....-.. -- .,_ l —�-- --• �.— ammonnoni .��. — � . INISMINEISMEINIO nannaMml EXTERIOR —+ 3.22" EXTERIOR -..T 322" EXTERIORJRIEXTERIOR�-1EXTERIOR� 07 3-TRACK CLUSTER'C3- 0. 9-TRACK CLUSTER.05' \/ 3-TRACK INTERMEDIATE +1"ANCCHO LOCATION �/ 7pNCK INTERMEDIATE CHOR LOCATIONS v3'AMEDIATE ANCCHORK LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTTRLONKINTERLOCK—a- 4" CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE A. —_�—� —_�—_ a _ __� �__ "f a [ Mill-- II— -- �M— �� — Iif EXTERIOR 322" EXTERIOR3.22" EXTERIOR EXTERIOR EXTERIOR 3.22" 4-TRACK CLUSTER 'D 4-TRACK CLUSTER 0, 4-TRACK INTERMEDIATE 1'ANCHOR LOCATION 4TRACK INTERMEDIATE ANCHOR LOCATION542• ¢TRACK ANCHOR LOCATIOTNS E*9• •C3"ANCHOR LOCATIONS "CS-ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO 11-1E FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATION& NOTES: I& Alb 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ` , 2)TRACK-TO-TRACK INDISTANCE IS 2.375" 2.375" II FOR ALL HEADS: 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.975" FOR ALL HEADS: PRODUCT REVISED X1111 I I N II,� Heaalsm 1. +1} as complying with the Florida ,\\`0Ny INV,'', BuildingCode s. . �i, FIGURES PERTAIN TO THE FOLLOWING HEAD P-Moak 7 Jamb 5 NOR-N . 17-0420.07 �. •LICENSE?l ... CLUSTER ANCHOR LOCATIONS: Expiration Date 04/21/2021 0:..• ••13 =* No.58705 IILI : : : :00R YLLIDING SS NOA(NI) 1 10/05/15 By -- _ : *=110 phole--.41 _ Mllamt-Da roduei •a •aJ ROSOWSKI �0_ TA( 1�'. ® �C�� .°(ORIDA . COPYRHIHTO2EI7 POT WOLISTRIES,MG NO CHANGES THIS SHEET. AM 04/05/17 i,S/,-, """• 0,S Headlsi Ail ALL• 1070 TECHNOLOGY DR � ��S RESERVED - -- /1,,'NAL r.v.L Jamb 5 N.VENICE,FL 34275 P-hook 7 (941)480-1600 Q A.LYNN MILLER,PE. CERT.of AUDI.r2lnee �SGD-5470 NTS 12 OF 21 d MD-5470.0 1f A REV 55705 P-HOOK ANCHOR S LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOINING MOANCHORLGGTIONS, ter-- 2.376' --►j C--- 4.75" r 1 7.125" ', 11110 LILLIALI 111001 MAX. _---a I'I r 11111 21.6° 21.6" 21.8" Heed/Sid q+1 - Jamb MAX. MAX. Il'1111111111 MAX. I P Hook 7 O.C. ! EXTERIOR. -- O.C. I EXTERIOR O.C. I -EXTERIOR -- 1.... • OPT.ANCHOR f I TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. AMB)AS L FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY ;+ 8„ 6" r BE LOCATED IN ANY ADJACENT TRACK MAX. l MAX. III MAX. 1 I) REQUIRED RED TO MEET MIN.MILAR TO THE 2-TRACK JDGE DISTANCE JJ CONSTRAINTS.IN CASE OF AN ODD I 2-TRACK FRAME 3-TRACK FRAME f 4-TRACK FRAME NUMBER OF ANCHORS,THE MAJORITY MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS BE TOWARD THE INTERIOR OR EXTERIOR. 17' ' JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES ,y!\w PER END(d11"X.500" Il PER END @ 1"X.500" 'II III , PER END @ 1"X.500" SILL �� \ SILL EXTERIOR SILL � � EXTERIOR (3)TRACK WEEP HOLES \ ` EXTnERIOR I 8" EVERY 24"@ 1.125"X.190";_� {B)TRACK WEEP HOLES , � \�� (10)TRACK WEEP HOLES � � OPT.ANCHOR I (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190"; TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY EVERY 24°@ 1.125"X.190"; ALIGNMENT 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY 24"`+1.375°X.500" NOTES: 1)SEE TABLES 1 82 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED 1tj1I I l iiiI/ OF ANCHORS REQUIRED IN THE P-HOOK. as complying with the Florida �� NY LYNn/I��.'�,,/ Building Code N ,`'.�•.••••...'7.7i ,' FIGURES PERTAIN TO THE FOLLOWING POCKET JAMA NOA-No. 17-0420.07 � :.' �,ICENSF .•(/ (P.HOON)ANCHOR LOCATION& 51t� Expiration Date 04/21/20211/ No.G1581-El 58705 "II VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 Br Miami-Dad - ac!Contra ]S + I'. ANCHOR LOCATIONS C s J ROSOWSKI �O� SFA O �T,r1t(/` COPYRIGHT 02017 POT NDUSTRIES,INC. i NO CHANGES THIS SHEET.ALL AM 04/05/17 'i,SS7•'"'• NG�� Haad/Slu q+t 1070 TECHNOLOGY OG DR /„ioNALIE'k. Jamb 5 N.VENICE,FL 34275 �� 2-n D�• 0 (941)-480-1600 I SGD-5470 I NTS 1 13 OF 21 $f MD-5470.0 k H A A.LYNN P.E.#MILLER. P E. -_ CERT,OF AUTFI.N29290 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE 1 ___ FOLLOWING 90'CORNER SII L --- - ANCHOR LOCATIONS. 4"4l 'Iq I�A II Ii '.II 4„ y ' I II/ ` L I► 111 1101 ► lig____I i 1___, 4 Head/5'1161r 0-1 . 1dmINIMI .AININIIINIIIIMMIII . '"Athilmaing, 11 --.a - :- 1-11:; 4 Aill 3.22' EXTERIOR MUM 3'22"EXTERIOR Jamb 5 2-TRACK 80'CORNER r 2-TRACK BO'CORNER P-hook 7 'C4'ANCHOR LOCATIONS ' 'CB"ANCHOR LOCATIONS 2-TRACK 90•CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE"Cr IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) 'C4'ANCHOR LOCATIONS _nLL "Cr ANCHOR LOCATIONS R `'�-(�-�� {�{'� (USE WHERE'C3'IS SPECIFIED) S7 (USE WHERE'C5'IS SPECIFIED) \J 1 H F1 H t 1 H H F7 1 irfirim -rival �` 1 41 I ,lI�I q" 11 4" 4" PRODUCTas REVISEDwith the orida 4 Building Code II IIINOA-No. 17.0420.07 '• � MI 1111" Expiration Data 04/21/2021 t / lip• q„ ts0 B 4 4I/1 4" 4i, I.a,� . 4�' S� q '1 �_ y r.— •—AEMI -�� 41 i_� Mia ue on! 1 EXTERIOR �� 3.22 EXTERIOR V •�" 3.22" �. 3.22' 3-TRACK 90'CORNER 3-TRACK 90'CORNER 11��11EXTERIOREXTERIOR •C4'ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS \J 4'AN 3-TRACK 90'CORNERATIE 3-TRACK 90•CORNER I-I (USE WI(ERE'C3"IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) 'CWHERE DR LOCATIONS 'C8'ANCHOR LOCATIONS 1 y pq� (USE WHERE"C3"IS SPECIFIED) (USEUSE WHERE'CS"IS SPECIFIED) t M N H M 1nrirrill Th-111 h II `11111111 IIIIII/ / 4" 4.. 4„ .NN�01.1Y,�YNN,L/.. i� III4• II �1�. C{CEN �1; I ILL- AMINIMMEIMMINI - *; NG.68705 _ IliiI ��_ � l� ^7 Q = _ IO st k T.'lu; ��+ 3. — IATIMI".111.1.111.1="" li 3.2 '%�(�ss.'<ORtDP,.•' �� 4-TRACK 90'CORNER EXTERIOR 4-TRACK 90'CORNER EXTERIOR EXTERIOR EXTERIOR ///'O 1.1‘.7 N\ 'C4"ANCHOR LOCATIONS 0. 'C6"ANCHOR LOCATIONS .3 4-TRACK 90"CORNIER n 8"ANCHOR N CK 90'CORNER /IIINAL IE11N (USE WHERE'CS'IS SPECIFIED) (USE WHERE'C6•IS SPECIFIED) (USE WHERE4" "C3OR LOCATIONS v (USE WERE"C6 LOCATIONSIS 'C3'IS SPECIE IED) WHERE"C6"IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.058706 FIGURES PERTAIN TO THE FOLLOWING 9IT CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS 0VINYL SLIDING GLASS DOOR NOA(NI) M 10/05/15 Ainir-•aa 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE _ SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. I ANCHOR LOCATIONS D 1 4• J ROSOWSKI Head/3111 (5): 1 l 1 Per,ao '- Jamb d 3)TRACK-TO-TRACK _I 1 t CorrRIGHTo2017 POT INDUSTRIES.INC. I NO CHANGES THIS SHEET. 4t 04/05/17 5.100, 7 DISTANCE IS 2.375" 2.375" 2.375" ALLRIONTS RESERVED _ FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR $S N.VENICE,FL 34275 (941)480-1600 I SGD-5470 I NTS i 14 OF 21-IE g MD-5470.0 4 f A CERT.OF AUTH.028296 HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: T THE F SILL _.. ANCHOR LOCATORS: � 1111,0 136 ......... 4" miiiink q" , , 4° i 4„ //* ili .111M111111111\ Head/6111 a 1 RIOR11.11111 EXTERIOR -- ��. Jamb 5 any 3.22" 4" --MenEXTERIOR4" M EXTERIOR P-iicok 7 0/ 2-TRACK 135'CORNER 2-TRACK 135'CORNER 2-TRACK 135'CORNERO. 2-TRACK 135•CORNER -- V 4'ANCHOR LOCATIONS 'CB"ANCHOR LOCATIONS •C(USE WHERE'C3'IS SPECIRED) (USE WHERE'CS IS SPECIFIED) 'C4"ANCHOR LOCATIONS "Ca'ANCHOR LOCATIONS (USE WHERE•C3"IS SPECIFIED) (USE WHERE T5'IS SPECIFIED) 4" 4 / ,� 4" 4" PRODUCT REVISED rA4„ —_, ' 4' _ -_ - , , as complying with the Florida _� �—,•�i —_/ r / — ' Building Code __r S'-�. 4" �'-� � NOA No. 17-0420.07 Expiration Date 04/21/2021 EXTERIOR • E11 iria XTERIORime • EXTERIORr INIECIIMIIIMIL EXTERIOR v 3.22" V 3.22" V Mia to uet trot 9-TRACK 135'CORNER 3-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS 'CE'ANCHOR LOCATIONS 3-TRACK 135'CORNER 3'AN 135'CORNER (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS"IS SPECIFIED) "C4"ANCHOR LOCATIONS "C8'ANCHOR LOCATIONS (USE WHERE°C3'IS SPECIFIED) (USE WHERE T5'IS SPECIFIED) 4" 4' / 4' q" i ;9! * 0. S_• 4"1111•1111.1... = lb IMMEMM •_._—.. -- EXTERIOR - - EXTERIOR --..... EXTERIOR S EXTERIOR %�0•'. S7 r ` )},•a. r1�Iy -41y— 3.22' .<1'.• E :'lv�: 4-TRACK 135'CORNER 4-TRACK 135'CORNER v " ' `` flORIDA,••' •C4'ANCHOR LOCATORS 'C5'ANCHOR LOCATIONS 4-TRACK 135-CORNER 4-TRACK 135'CORNER �i/sSi G\`‘s (USE WHERE'C3"IS SPECIFIED) (USE WHERE'CS IS SPECIFIED) "C4'ANCHOR LOCATIONS 'CS"ANCHOR LOCATIONS �/�"Iffli �N 11�� (USE WHERE•C3"IS SPECFIED) (USE WHERE'Cb'IS SPECIFIED) f I I 1 11111 A.LYNN MILLER,PE. NOTES: P.E.k 58705 FIGURES PERTAIN TO THE FOLLOWING 118.CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS p,,, 0 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 135' 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE y g_ _ SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. I E ANCHOR LOCATIONS E S.S J ROSOWSKI ,•� Head/Slll C(J 1 e Jamb 5 3)TRACK-TO-TRACK COPYRIGHT 0 2017 PGT INDUSTRES,INC. ,i NO CHANGES THIS SHEET. 41 04/05/17 P-hook 7 DISTANCE IS 2.375" I 2.375" 1 2.375" ALL RIGHTS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR 11 N.VENICE,FL 34275 (941)-480-1000 [SGD-5470I NTS I 15 OF 21 1/ MD-5470.0 /f A CERT.OF AUTR 4202643 - HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT a@ INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOWING-_- _ SPLICED SILL ANCHOR LOCATORS. SPLICE SPLICE SPLICE SPLICE LOCATION 4" LOCATION _ LOCATION r LOCATION 4" 4 o d 4"o "',IIS( rr -- ---IAINIIIIIIMIIIIII --- i' ii" ii—iTaiii761-imm EXTERIOR 1111111111 3.22" EXTERIOR 3.22° EXTERIOR EXTERIOR Heed/SII 41 0. n 2-I RACK SPLICE .C52•TRACK SPLICE Jamb 5 2-TRACK SPLICE v 2-TRACK SPLICE 'C4'ANCHOR LOCATIONS v 'CS'ANCHOR LOCATIONS P-hook 7 "C4'ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) _ (USE WHERE T3"IS SPECFIED) (USE WHERE'CS'IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION 4.76„ LOCATION 4" LOCATION 4" LOCATION 4" _._ ..--liillrii � _ _-._ __._-— —I Mii[ OM um 1 - —— . iNEMICIM �� m� ��MIIIMMMIIFAIMM �� mulli iiii.n.m._�_ PRODUCT REVISED MUNIEXTERIOR - --4" EXTERIOR 3.22" EXTERIOR • 3.22" EXTERIOR � 4" as complying with the Florida Building Code I-I 3-TRACKEPLICE 3-TRACR LOCATIONS NOA-No. •17-0420.07 TL 3-TRACK SP JCE y 3 TRACK SPLICE "C4'ANCHOR LOCATIONS C6'ANCHOR LOCATIONS �v/ 'C4'ANE C3 LOCATIONS V 3-TRACK OR LOCATIONS (USE WHERE'C3"13 SPECIFIED) (USE WHERE"CS'IS SPECIFIED) Explration Date 04/21/2021 (USE WHERE TT IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) By ��M Miami Product COroI SPLICE 4.75" SPLICESPLICE SPLICE LOCATION LOCATION 4° LOCATION LOCATION 4° �� —�� -- —� —-—— 11111113121•2111112 MinseimMiNiminini MIIIIIIIIIIIIN iimiom mmomommsra EXTERIOR w� EXTERIOR ------ 3.22" EXTERIOR - -- 3.22" EXTERIOR- - --- - 3.22" `�� ONY LYN,y i 4" 4-TRAGIC SPLICE 4-TRACK SPLICE ..‘„,% 4N•..•... 4-TRACK SPLICE •� 4-TRACK SPLICE LICENSE•./t'�C�., 'C4'ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS 'CW ANCHOR T LOCATIONS 'CW ANCHOR LOCATIONS ' (USE WHERE"C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE TT IS SPECIFIED) (USE WHERE TT IS SPECIFIED) `* No,587()5 -• NOTES: ->.•0'�•2ORIDA,••,G`��, 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 11,I�',A- Ie,o, FIGURES PERTAIN TO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. a LYNN MILLER,P.E. HEAD ANCHORLOCATIDNe FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.E58755 O 3)TRACK-TO-TRACK .3 ��2.375' ��, VINYL SLIDING GLASS DOOR NOA(NI) 10!05/15 DISTANCE IS 2.375" 276" FOR ALL HEADS AND SILLS: # ' ANCHOR LOCATIONS Fa J ROSOWSKI I e Za COPYItiOHTo2an POT INDSEIRIES.INC. NO CHANGES THIS SHEET. H 04/05/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RIGHTS RESERVED -- HsedSltl 0.1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR �� Jamb 5 N.VENICE,FL 34275 P-hook 7 (941)480-1600 I SGD-5470 I NTS i 16 OF 21 til MD-5470.0 A i A CERT.OF AUTH./27108 I_ PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 90' INSIDE 9O OUTSIDE 135• INSIDE 136• FIXED LOCKSTILE ASTRAGAL ASTRAGAL C DOUBLE ASTRAGAL TYPES SINGLE SINGLE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER INTERIOR OR OUT IN RECEIVER RECEIVER EXTERIOR GLAZED _1 Fl1 40 LOC TLE IDOUBLE NTERLOCK INTERLOCK ' E F PP K L L TC TA TV TW J LOCKSTILE C7'.....,.,....'C.;C ASTRAGAL OUT bran) PmKM --- — INTERLOCK B H P A C C Sc SA SV SW SD II I1743LE:IK �. INTER INTERLOCK Ili IN ascan) /DOWN) STILE0- FIXED g= RR R S S FC FD FV FW A INiERLO�CK � KSTI ' LocLE LI, LOCKSTILE D M J J U ASTRAGAL �vvwti n •I LOCK5TILE J W/HANDLE ASTRAGAL LR T U DS INTERLOCK DOUBLE INGLE INTERLOCK H BOX OUT LL- ieararh parovr) paltarq ._-- W ASTRAGAL N T U J BOX IN CO - /wxM (11OXM (BOY IN) As11° CT CS CF zRECEIVER - a A Is`"AG 1111 AT AS DF RECEIVER OUT.195• PRODUCT REVISED ASTCRA RL VT VS VF ae complying with the Florida Building Codi NOA-No. 17-0420.07 IN. TRAG ' ASTRAG - WT WS WF AL Expiration Date 04/21/2021 RECEIVER BY Miam-Da Product Cont LEFT RIGHT PANEL CC PANEL STILE Tala STILE PANEL TYPE "F SHOWN. `1L 11 ni rr/)))) 1 PANEL NOTES: \\`��NV i-"N/ i' ! 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. :.- '�•. tiICENSF;"•�i No.58705 ' 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE A VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = *; ,t • NOT AVAILABLE. • PANEL TYPES IS J ROSOWSKI 13 . eq .�` 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. x .(� COPYRIGHTS 2017 POT INDUSTRIES,INC. 8 NO CHANGES THIS SHEET. M 04/05/17 '.-Os•'•FLORIDA,... .,.` 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH ALL RIGHTS RESERVED — --1070 TECHNOLOGY DR ,//�S�0NAL iENG'` j TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. �� N.VENICE,FL 34275 (941)-480-1800 SGD-5470 I NTS 1 17 OF 21 / MD-5470.0 #4 A A.LYNN MI LER,P E. __.-_______. CERT.OF AUTH.EIR29R P.E.R 58705 5.875 1.812 _ r 10.635 O .100 0 "I 1.6i-f81 0 0 .125.930 11k11,r, .550 X1 762 .60( irr ) 1.828 � .100 d/1=�L]OL, dQlf ®1 .4__tF E SCREW 301 INTERLOCK CAP, (1)2 TRACK HEAD/JAMB © 4 TRACK SILL C7�COVER(PVC) 0 ANCHOR PLATE O9 TRACK INSERT V, EXTENDED POCKET 11 5.178 --.231 -.060 -' 2.060 .100- 4- - 1.000 .252 �- - 8.250 1_ ,-..-- ------'8.250 - 1.435 fro-"-If.082 y 1.613 •+ .080 1 a+i` r u `IO `lO�L f .I--f O.100 O .949 i T �'T 1.983 i U ❑ ❑ 1.813 O 1.681 F.--..--11--.- .062 I) NO n .100 J d,-----I�L �I�L ��I I co t SUPPORTCOVER BOTTOMRAIL IL 12 CLOVER SILL 13 TRACK SILL 17 P-HOOK ADAPTOR 18 P-HOOK 03 3 TRACK HEAD/JAMB `/3 TRACK SILL 094 p___.„ .540 291 061 .229 2j975 2.1411 A Ir*- 10.625 - `1__7 -5.875 1 540 L �I�, 3A00- � r v u�r 075 ~ °r�pn I' tl OI�Ir' o �lo�"iI J/ } III' .100- O �0M 62.062 .s00 F.4 .062 i } 1____2.607---I{ 1.406 IU u ❑ ❑i 1.813 0 11 1.881 L J L n n-1� J ! I A. 6 � �I0----7 + 18 EXTENDEDR ®LEPER BAR GOVERMENT 6\REINFORCEMENT BAR �3�FIXED PANEL CLIP ®P PLATE O5 4 TRACK HEAD/JAMB O2 TRACK SILL �5' -2.511-.-, I--2.838 f I I -+- 1.670( 1.626 1.595 I+- 1.595 1 808F I 098 t 1 J r� 3.483 125 .-2.896 _1 x.080 2.073 2.833 2.388Q ! 768400T2768 2.01 312 070 1 2.210 -___.2.pgp75imi2.13184.835 4.279 1 J I .300 I 1 _ ❑ INTERIOR JAMB COVER 1L�11 J 11 � r i 2710 �e 1 876 PRODUCT REVISED .110-..-1.4.-- If.188 .182 .120 !I-�.182 us complying with the Florida .120 2.291 .100- 64, TOP BOTTOM TOP,BOTTOM INTERLOCK.300 8 INTERLOCK.400 (�ASTRAOAL ®N INTERLOCK POCKET i.-ADAPTER INTERLOCKADAPTER ®AND BOTTPANEL OLE,TOP M RAIL Building Code ' AND STILE ' AND STILE REINFORCEMENT, REINFORCEMENT, 9 REINFORCEMENT 3 32 ASTRAGAL ADD-ON NOA-No. 17-0420.07 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Data 4/21/2021 REINFORCEMENT _. 3.326 3.345 By 3.452 I" 1 NOTES: Miami-Da oduet ontro f 71 1.472 5......,t 1)SEE SHEET 4 FOR .125732°9 .060 3.713 -090 `I SILL RISERS. 2.176.125 .046 1600 3.247 3.345 060 T 2)SEE SHEET 20 .070 + -� , 065 L.. 919 FOR SCREEN PARTS. 1 1300 .170-+•--. .229 136'CORNER 135°CORNER 135°CORNER @135'CORNER l90°CORNER 90°CORNER 90°CORNER 3)ALL DIMENSIONS ®ASTRAGAL ©PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, C'ASTRAGAL '- ASTRAGAL CAP, 0,90° CAP, IN INCHES. 00%U t I lu 1,,,' EXTERIOR INTERIOR EXTERIOR INTERIOR ``��.��pNY LYNN �Ai, 210-..-11,6- 252 +� 1� I I VINYL SLIDING GLASS DOOR NOA(NI) i 10/06/15 * No.58 *- • �7 }.261 1.261 /�II. .. d EXTRUSIONS it J ROSOWSKI = • 1;'`W: 821-1/is" C�1-1/16^ COPYRIGHT RtoHrosoi7 pg tusidos,tuc NO CHANGES THIS SHEET. IA 04/06/17 "%t�s'•.FlOR1pP.•'..W... BEVELED BEAD OGEE BEAD ALLRIGHTS RESERVED �1 S� G‘N . 1070 TECHNOLOGY DR d �i ',,, NAL 000 VENICE,FL 34275 i i i 1111"- N. (941)-480-1600 1 SGD-5470$ NTS 1 18 OF 21 1$ MD-5470.0 $$ A A.LYNNI•LLER,P.E GERI.OF AU I H.moo P'Ea6B706 2)INSTALL CLIP HEADER BLOCK TO HEAD i% 1)INSTALL / INTO FRAME JAMB JAMB TO HEAD V A►".. `tI - (4)CLIP ANCHOR CLIP INTO, &SUBSTRATE, ATTACHMENT I�' ASSEMBLY J TYPE AS USED PANEL USING 4 INSTALL ONE BLOCK AT �' Q BLOCER IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK j BLOCK TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL ✓•� i-► Ilficliisi 3 #10XTABLE 1 ONE BLOCK THAT \ �`-• i�O / � /�i 3 #8 X SPANS BOTH PANELS. / ',..!<:!:"-!.....,..:„...... �.�/! w.. Q(1"SMS -",.= 0 ZIM �+ FIXED PANEL CLIP \ 10 11 � I laNTF 0 -� � i4 � < II) y l-°444440 � INSTALL ONE CLIP At THE j l qi.,,„= PANE (2)1!4" F © L MIDSPAN OF EACH FACED %X 2-1/4"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. - #8X1"Z ,` p 1 L / • ,' SMS _f/ / (4)#10 zt BAR COVER \\� X 2( SMS 08 i� Q REINF.BAR , ` l •r�� '6'1-1/4"SMS V� ✓ `� KEEPER Liii�� - ,p .--( ,`` ( / \\\ (4)THRU KEEPER Q NAX �/� �� \ �:,\ 0� r= JAMB TO I KEEPER TO JAMB • SILL ASSEMBLY ` � rATTACHMENT / LOCKING MBC :Y ' JAJ s PRODUCT REVISED - '' REINFORCEMENT PLATE1/4 a��i NOA No.as lyingwith the Florida / Building Code ATTACH WITH#8 X 1-1/4' 4-PANEL,2-TRACK 17-0420.07 KEEPER @34-1/2"MAX O.C. OXXX SHOWN �� C Expiration Date 04/21/2021 \ '>.1'="...n �.- `r a ey �. �7L.W Mlaml-Da redact Control � , �� A-I 2"SMS INTERLOCK ______ ---�J� \ INTERIOR CLIP COVER INTERLOCK NOTES EXTERIOR 7 Ih� 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. t I i I I i i r r REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. �\`‘;�ONY.LY/4 '//, BOTTOM RAIL �:;1 #10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. '(.-' ..IGEN ..4 SUPPORT m '. �2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. •' SF '•:(!- (2)#10 X 1"SMS I I 1 t VINYL SLIDING GLASS DOOR NOA(NI) 10/05!15 = * • No.58705 ' `*' THROUGH SUPPORT, • I �� _ .713 INTO PANEL© I PANEL ACCESSORIES INSTALLATION J ROSOWSKI ::::.751,01....a � _ es#10 X alo[ I •: �.. INTERLOCK SILL RETAINER 14/2"SMS ASSEMBLY ® :' ALL PANEL CORNERS COPYRIGHT RIGHTS Pal ERVETREs,INC. CORRECTED#96 ii 04/05/17 ',�tC`Ss..COgipA•..•�".,' CLIP ATTACHMENT WELDED,NO ASSEMBLY ALL TECHTSREBERVED %,/o 4 .� 1070 TECHNOLOGY DR ,i If ,PNALic., 0 INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 (941)-480-180 A.LYNN MILLER,P.E. 1___ CERT.OF Avco.529286 SGD-5470 NTS 19 OF 21 M D-5470.0 4 A P.E..#58705 I BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: n-Pir 0°0''0 UPI/ • '/ HORIZONTAL SECTION EXAMPLE HORIZONTAL SECTION — NOV EXAMPLE I ® Imo. O ......--i i L 0 r, _ mor 0 �� ® r \or 0 0 ❑ iy. O� ❑ fin_ 1 •'©•"0 ® 0 —_'P/ 0 ® HORIZONTAL SECTION EXAMPLE 0 _>a -- • �ie.� 1111111:al le 0 0 HORIZONTALCTXNJ 1.081-+-1 I-a- - r• 1.081 1.202--1-4-.-Ii 1.778 1.778 935 875 .875 -.--4-.-1.020 r+- .050 .050 045 K scREE 1' ,z0 FRAMEN t SSC DEERAIL, 122 SCREEN OX0 ASTRAGAL 1.993 1.983 1.874 RAIL LATCH ADAPTER i �- II; -SII-+--.062 - .II-. .062 - ��--.062 PRODUCT REVISED ,�BOX SCREEN 1p1 BOX SCREEN ,- BOX SCREEN I Itt---�� Builth g lCod with the Florida TOP RAIL BOTTOM RAIL SIDE RAIL Y-.1 r—.725 1.435 I NOA-No. 17-0420.07 tv .765 .782 I Expiration Date 04/21/2021 0 ��.040 BY oz•.4D 1.020 r- 1.593 .1 1 373 I�- -082 Miami-Dad ro not Contro ® _ 2 0•,0 083 a ®ASTRAGAL SCREEN NYL 0SCREEN ILL 1.8172 .055 1.833 ® �r ©• 0• O ADAPTER ADD-ON LII' I= L J I-�.372 1 0 082 p �d.1� BOX BOX BOX SCREEN d �- 1 103 SCREEN 10SCREEN ��OXO `�1�''' INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION �r�t0ow Lynp.,,i� EXAMPLE _1.306 EXAMPLE NOTES: N• -1.1.3431 F-148 -.--1 1.487 _ 1)ALL DIMENSIONS IN INCHES. ` �. �O S6 / ' * No.58705 % 7. 050 7 1.510r---- rAiiii-r I VINYL SLIDING GLASS DOOR NOA(NI) 110/05/15 = •• ----1 ja , ,,.....: 060tielli.- f I ( lim SCREEN DETAILSa J ROSOWSKI ��:� ,��\BOX SCREEN BOX SCREEN BOX SCREEN HEAD _ • t�ASTRAGAL \-J SILL ADD-ON 1D8 AND JAMB ADD-ON COPYIOgfr02017 PGT INDUSTRIES,INC. i NO CHANGES THIS SHEET. iil 04/05/17 "-•cis ••fZ0RIDA,..••••+. • +- ADAPTER 1ALL RIGHTS RESERVED070 TECHNOLOGY DR II ''/"s'°N'41-104„ ,•%\ N.VENICE,FL 34275 (941)-480-1600 I SGD-5470 II NTS f-2,„OF 21 El MD-5470.0 HH A A.LYNN NLLER,P.E CHM OF AV In.029296 P.E! TABLE C: TABLE D:BOX SCREEN # Part# Description Material I Part If Description Material # Part Deeollption Material 1 19001 2-Track Heed/Jamb Rigid PVC 40 19081 90'Comer Astragal Cap-Ext. Rigid PVC 100 12266 Box.Semen Top Rag 6063 75 AI 2 19002 2-11ack SIO Rigid PVC 41 19082 90'Comer Astragal Cap-Int. Rigid PVC 101 12257 Box Screen Bottom Rail 8083 T5 A! 3 19026 3-Track Head/Jemb Rigid PVC 42 19085 SIR Rleer-(2-1/2') 8063-78 Alum. 102 12258 Bch Screen Side Reil 808376 Al 4 19028 37)ack Sill Rigid PVC 43 19022A Sill Riser-(3-1/21 806378 Alum. 103 84428 Bch Screen Intedc:t 808378 Al 5 19027 4-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1/18") 8063-78 Alum. 104 17347A Box Screen Snap-on Bug Flap 8063 TB Al 6 19028 4-Tuck SID Rigid PVC 45 19024A Sill Riser-(4-6/8") 6083-78 Alum. 105 84345 Box Screen OXO Astragal Adapter 5033 76 Al 7 19009 Frame Screw Coder Rigid PVC 60 718809W .187"a.320'Flnseal(Stile) 106 17345 Box Screen Asbagel Adapter 608375 AI S 19031 Anchor Plate 8063-78 Alum. 51 71695K 1-1/T x 1'x 3/4"Fin Seal Dust Plug 107 19039 Box Screen Frame Sill Add-on 8053 76 Al 9 19007 Track Insert 8083-76 Alum. 52 71896 Dust Plug 108 19038 Box Screen Heed/Jamb Add-cn 50133 To Al 10 19084 Interlock Cap-Extended Pocket Rigid PVC 60 419041 Interlock Clip Corer PVC 105 720X1X 81420 x 1"MS(§Top Rail 99 11 19038 Bottom Rail Support 606378 Alum. 61 78163X Tandem Roller Assembly SS 110 720X112X #14-20 x 1-117 MS 43 Bottom Reil SS 12 19006A Outer SNI Cofer 8063-78 Alum. 62 78163N Tandem Roller Assembly Nylon 111 71793G Waip.270"x.160'-Fin Seal 13 19011 SID Track Cover Rigid PVC 63 7BX75FPTX #8 x 3/4"Ph.FH SMS©Rorer&Ratnf. SS 112 61805K Wslp,.157'x.500'§Bug Flap 17 19032 P-Hook Adapter 8083-78 Alum. 84 419042 Frame Header Book Nylon 113 7SRAZ Standard Roller Nylon 18 19020 P-Hook 8083-T13 Alum. 86 48062 RollerAdj.Hole Plug PVC 114 7£RA< HD Roller Sc 19 19047M Extended Keeper 8063-78 Alum. 68 44385 4 Hole Bumper Stop PVC 116 lanes Seven Lacking Hankers Steal 20 19029M Keeper 6013316 Alum. 87 78X114FPTX #8 x 1-1/4'Ph.FH SMS®Bumper Stop SS 116 415053 Screen Keeper Steel 21 19014 Reinforcement Bar Coker Rigid PVC 88 71698G Sill Plug PVC 117 78XIPPA #6 x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 81305-75 Alum. 89 78185X Gemini Mortise Lock w/long Trim plate SteeVSS 118 1692/3/4 Screen Spline•.160"8.166" l4nyl 23 19037M Fixed Panel Clip 6063-76 Alum. 70 71032X1FPFX 1032 x 1'Ph.FH MS®Look SS 119 1816C213 Screen ddh Fite/glass 24 19035M Reinforcement Plate 6063 TB Alum. 71 Cedes Handle Kit Cast Zinc TABLE E:STANDARD SCREEN 26 10017M Top Rail,Bottom Rail end Lockable 8005-75 Alum. 75 Kommerling 4SG TPS Spacer System I Part* Description Material 19048 Reinforcement Composite 76 Quanex Super Spacer nXT will Hot Melt Butyl See Sheet 10 for 120 12033 Screen Frame Rail 6083 75 Al 27 19018M Interlock.300 Reinforcement,Std. 6005-15 Alum. 77 Quanex Duraseai Materials 121 12028A Screen Frame-Side Rail(Latch) 6063 75 Al _ 28 19013M Interlock.400 Reinforcement,HD 6005-75 Alum. 76 Cardinal X.Edge Spacer 122 17363 Screen O7QT Astragal Adapter 8083 T6 Al 29 19019M Astragal Reinforcement 6005-T5 Alum. 79 Dow Coming 995 or GE 1700 Backbedding Silicone 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 Extended Pocket Interlock Adaptor 8063-18 Alum. 82 19044 1-1116'Beveled Bead Rigid PVC 124- - 190128 Frame 9l9 Screen Add-on 8083 TB Al 31 19006 Interlock Adaptor Rigid PVC 83 19045 1-1116'Ogee Bead Rigid PVC 125 BFP95K Bug Flap,BS+/-5 duro. Vinyl 32 19008 Astragal Add-on Rigid PVC 86 71728K Setting Block 1'x 4'x 1/18',85+/-5 duro. Neoprene 128 78X112PSAT5 #8 x 1.112'Ph PH SMS(Assembly) S3 33 19004 Panel Stile,Top/Bottom Rat Rigid PVC 90 781 PSTX #8 x 1'Ph.PH SMS @ Frame Assembly SS 127 712027 Corner Key Wheel Assembly(Standard) Nylon 34 19040 Interior Jamb Corer 6063-78 Alum. 91 78X114PHPT410X #8 x 1-1/4'Ph.PH 8MS(l Relnf.Bar SS 128 71202733 Corner Key Wheel Assembly(HD) SS 35 19076 135'Comer Astragal 8063-78 Alum. 92 71QX1PHPT18.8X #10 x 1'Ph.PH SMS®Rail Support SS 38 19077 135'Comer Astragal Passim Mount 806378 Alum. 93 710X115PPX #10 x 1-1/7 Ph.PH SMS Fxd.Pnl.Clip SS 129 reales Screen Locking Hardware Steel i 37 19079 135'Corner Astragal Cep-Ext. Rigid PVC 94 710X2.5PHP718 8X #10 x 2-1/7 Ph.PH SMS 0 Reinf.Plate/Ast. SS 130 711U04PPSDAX #10x3/4'Ph.PH SMB Screen AM, SS 131 78X12PPSMSX #8 a 1/2'Ph.PH SMS§Door Act. S8 - 38 19080 135'Corner Astragal Cep-Int. Rigid PVC 95 71420X2.26FPFX #12 x 2-1/4"Ph.PH SMS©Hdr.Block 88 132 1892/3/4 Screen Spline-.146" Vinyl 39 19078 90'Comer Astragal 806378 Alum. 98 710X1.75PPX #10 x 1-314'Ph.FH SMS®Ast.Mount SS 133 1816C20 Screen Cloth Fiberglass 97 710X34PPX #10 x 3/4'Ph.PH SMS 2 Ext.PM.Int. SS 98 710)GPPX #10 x 2'Ph.FH SMS a Keeper SS PRODUCT REVISED as complying with the Florida ttttltllrl/i///�/ Building Codi `0� ONY LY/V4/ ri, NOA-No. 17-0420.07 ;� �� . '1 ..., •. UCEN@F �� Expiration Data 04/21/2021 •ft% _ 7F: No.58705 . �,.� ie VINYL SLIDING GLASS DOOR NOA(NI) 10!05!15 Br =- _ A ir Miami-Dads oduct Control _.D I V311 d PARTS LIST to J ROSOWSKI ��0:� t• �} _qtr` e Z a COPYRIGHT e2017 POT INDUSTRIES,INC. d NO CHANGES THIS SHEET. is 04/06/17 '''' '.'•'',„0&,' r ''-OR1DP...•0.. ,.` VED NOTES: 1070 TECHNOLOALL RIGHTS GY DR i Al '�,,5'/pNAL Er1G��. 1)ITEMS#14-113,48-49,53-59,72-74,80,81,84,85,87.89,98 8 99 ARE NOT N.VENICE,FL 34275 USED AND ARE NOT PART OF THIS APPROVAL. (941)-480-1800 I SGD-5470 I NTS 1 21 OF 21 Et MD-5470.0 i/ A A.LYNN MILLER,P.E. CERT.OF AUTH.2za260 P.E.#68705 �7I l MIAMI•QADE MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below, The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5470" Vinyl Sliding Glass Door(Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA (NI)",sheets 1 through 21 of 21, prepared by manufacturer,dated 10/05/15, 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 number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices,complying iv/FBC, as applicable are required. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1210.02 and consists of this page I, and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plaseucia,P.E. NOA No. 17-0420.07 MIAMIDADE COUNTY APPROVED 05 Li +� (j Expiration Date: April 21,2021 ( t Approval Date: September 28,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.09) 2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (NI)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4)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 report No. FTL 6638 (samples A-1 thru A-22)per TAS 201/203-94, issued 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. Additional test report No. FTL 8717, issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 02/24/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 4. Additional 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 NOA No. 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 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing 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 NOA No. 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. 15-1210.02) Jorge M. Plasencia,P.E. Pro,uct Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21,2021 Approval Date: September 28,2017 G- 1 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 Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15,expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their"TAN 3040 and Lighter Shades (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted tinder NOA No. 11-0107.04) F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6th Edition (2017), issued by manufacturer, dated 08/14/17, signed& sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller,P.E. 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-1210.02, issued to PGT Industries, for their Series"5470" Vinyl Sliding Glass Door(Reinforced)—N.I.", approved on 03/0316 and expiring on 04/21/21. Jorge M.Plasencia,P.E. Ppoduct Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21,2021 Approval Date: September 28,2017 E-2 SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING INCLUDING POCKETS & 90°/I35°CORNERS Group Anchor Substrate Frame Member 611n.Edge MU,. D1.tanu Embedment NOT RATED FOR MISSILE IMPACT RESISTANCE P.T.Southern Pine Head/SIVJemb Glia' 13/8' GENERAL NOTES: (SG-0.55) P-hook 8/1e" 1314' DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 012,steel SMS(G5)or Aluminum,806345' Heed/Slit/Jamb 3/8' 1B• . 2 DESIGN PRESSURES: bio SS.SMS (0.125"3/:n.thickness) P-hook 3/8' 1/8• SEE TABLES 1,2 8131,132 Rin.t 1 hreadann) Steal,A38' Head/SIIVJamb 3/8' DOW' ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (3.043/min.thickness) P.hoek 3/8' 0.080' B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. A Steel Stud,A653 Gr.33' Heed/SilVAmb 3/8' 0.071'(14 Ga.) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. (0.071'min.thicknsu) P4,00k 3/8' 0.071'(14 Ga.) 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 114'Elco Ultrecon P.T.Southern Pins _ _ Jamb 1• 1-3/8" (SG^0.55) P-hook 1^ 1-3/8" 1 INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS v4 Elco 410 ss cretaF:es P T.Southern Pine Head/SD/Jamb 1' 14/8• SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). (SG=o.ss) P-hook V 14/8' 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 0 #12,Steel wood screw(05) P.T.SOut o3/Pine 1-lead/311VJ.mb 8/t8' 1-1le" 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. (SG=0.55) P-ncok 8/16• 1-1/8' 6)REFERENCES NOA'S:ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION Concretekid) P-hook Hood/Sill/Jamb 14I18' 1419' SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES 1/4'Elco Unracon Unpmuted CMU Jamb 1" t/+ I (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA (ASTM C-80) P-hook 1' 1-1/4• REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8652,8717,8968&8970;EXOVA-10-002-792(A)&10-006-10231; Unprout.d CMU, Jamb 1-3/4' 1-1/4" CAMBRIDGE 535753-09; 1/4'Elco 4100.0 Cret.Flaa (ASTM C-OS) - P-hook 1-3/4• 1-1/4' GENERAL NOTES_....___.1 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FEC, INCLUDING THE C C.3.35 H•aP-hook.mb 13/14 1-3/4' EXAMPLE CONFIGS 2 {Mn. Concrete ke') P-hook 1' 13/4' 1 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concrete Haed/SIIVJemb 1.112' 1-3/8' INSTALL DETAILS 3-6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR (min.2.22 kap P-hook 1-1/2' 1-3/8• DP/ANCHOR TABLES 7-8 PLASTICS,(COMPONENT REQUIREMENTS). 1/4'Elco 18.8 S.S. Unpmuted CMU, Jamb 2" 1.1/4" EXAMPLE 9 Aggro-Gator (ASTM C-S0) P-hook 2° 1.1/4• GLAZING DETAILS 10 B)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. P.T.Southern Pine Head/S112J.mb 1' 1-3/8' ANCHOR LOCATIONS 11-16 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (85-088) P-hook 1" has 10)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. Concrete H.■d/SillJamb 2.1/2' 1-3/8• PANEL TYPES 17 1/4'Elco Unracon (min.2.85 loll) P-hook 2-1/2• 1-3/8' EXTRUSIONS 18 ANCHOR NOTES: Unprouted CMU, Jamb 2-1/2• 1-1/4' ACCESSORIES 19 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY O ;ASTM C-GO) P-hook 2.1/2" 1-1/4' Concrete He.d/suVJam6 2-1/2' 13/4• SCREEN DETAILS 20 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE min.3.35 kai P-hook 2-1/2' 13/8' PARTS LIST 21 REQUIREMENTS. 1/4'Elco 410 S.S.CretaFlex Unpmuted CMU, Jamb 2-1/2' 1-1/4' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. (ASTM Cao) P-hook 2-1/2' 1-1/4' PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL 'MIN.OF 3 THREADS BEYOND THE METAL SUBS IRATE.METAL SUBSTRATE TO as complying with the Florida IF UNIT IS 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 NA No Code NOOA-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 JURISDICTION. Expiration Data 04/21/2021 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. 'UNGROUTED CMU"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 Want-Da oduct Control-. BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE ____ Materiel IMin.Fy Mln.F,, LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 92 kei 120 kei SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODES/STANDARDS USED: 410 Screw 90 ksl 110 kel OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggre-Gator® 57 kai 96 ksl 02014 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco UltreCon& 155 ksi 177 hal INSTRUCTIONS: •ASTM E1300-09 410 SS Elco CreteFle%® 127.4 kal 189.7 ksl 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, •ALUMINUM DESIGN MANUAL,ADM-2015 6063-T5 Aluminum 18 hal 22 hal +`w I L I 1 f N/,/'% •AISI6100-12 A36 Steel 38 ks! 58 ksl �' ,� DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. •AISC 360-10 Sr.33 Steel Stud 33 ke! 45 hal ��• MZ �10EN �� 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE ;c:;\S- NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED No.68706 WIDTH AND/OR HEIGHT. �� # VINYL SLIDING GLASS DOOR NOA(NI) M 10/05/15 ;' 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, Fialkir , GENERAL NOTES J ROSOWSKI -'0 '� q �= THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM = l l (� 40= EDGE DISTANCE. o �O�•., ST TE ,(4,z.... 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED COPYRIGHT02017 POT INDUSTRIES,INC. A UPDATED TO FBC 2017,VINYL MFG. AI 04/05/17 % N ••.'•R,70RIOP.•''G?: ALL RIGHTS RESERVED "' DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN, 1070 TECHNOLOGY DR �� ////`�S,�0NAI t°4`\s 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1600I LYNN MILLER.FR.P F CERT.OFAUTH.029298 SGD-5470 NTS 1 OF 21i MD-5470.0 ,�f A P.E4511705 . MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH . NOM.PANEL WIDTH -- NOM.PANEL WIDTH NOM.PANEL WIDTH a. NOM.PANEL WIDTH PER TABLES 1&2 M_j v I PER TABLES 1&2 v PER TABLES 1&2 v _N_. PER TABLES 1&2 v i4. MAX.UNIT v I v I� MAX.UNIT *" 0 I MAX.UNIT v WY 'i I n I� MAX.UNIT er ( is I$ HEIGHT I" HEIGHT v 0 I^ HEIGHT 1 Fr v I HEIGHT 0 I ii I, V I I^ PER TABLES 1&2 lit PER TABLES 1&2 I if PER TABLES 1&2 1 Iii 1 I TABLES 1&2 I I4 [ il. L 'WM.11 i [ 1-PANEL Cr 2 PANEL 0 3-PANEL CONFIGURATIONS aa, 4-PANEL CONFIGURATIONS ira r CONFIGURATIONS CONFIGURATIONS 43, v MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH � 1 NOM.PANEL WIDTH NOM.PANEL WIDTH I% NOM.PANEL WIDTH I PER TABLES 1&2 Mom PER TABLES 1&2 v l „ PER TABLES 1&^ �� v �� MAXn- ---,„_::: In �Fr i' ( j es 4► � I n I , v �' n tn ��7A I$ HEINOTE MAX.UNIT H 1 v v X I , " I MAX.UNIT v v 1 v v v v H �a I to [a to to to to PER HEIGHT v v v FY '' I' HEIGHT 0 v v v v I^ O. PER TABLES 1&2 I PER TABLES 1 8 2 1 TABLES 1&2 • 11 , 5-PANEL CONFIGURATIONS v 6-PANEL CONFIGURATIONS v CORNER,TYP. CP ONSIDE CORNER SHOW INSIDE CORNEA MIME PRODUCT REVISED MAX.UNIT WIDTH -'- - MAX.UNIT WIDTH as compiling with the Florida Building Code NOM.PANEL WIDTH i4 NOM.PANEL WIDTH NOA-No. 17-0420.07 If V l v I PER TABLES 1&v V Expiration Date 04/21/2021 PER TABLES 1&2 _ t`1 �� (1n� A A l� /l f A n �� A F d' 1 4A111-0.1 II --_ 1 p Io By Miami-Da *duct Control MAX.UNIT Fr v Il t0 v F► I 0 ,1 MAX.UNIT v I v v vv I, I 1 i v I HEIGHT �r z fit rr v va. 1L"u HEIGHT v v 0, 0 v PER TABLES 1&2 ,�� POCKET I PER TABLES 1&2 I POCKET I M I 1 i L____I 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS Ara CONFIGURATIONS NOTES: "X'=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0"=INOPERABLE PANEL DLONOM. .PANEL WIDTH HEIGHTL WIDTH ID H+1-3/16" \`, " 0 t i iiyNH,,�'�. LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "per_ ;. •('Z!...IGEN...g,,„ �� POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" sir 2)90'&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. .� VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 =>M No.58706 r 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS is J ROSOWSKI �= I REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 8 ( ' �: COPYRIOHT02017 POTINDusTUEs,INC. 4 NO CHANGES THIS SHEET. a§ 04/05/17 .- A �� DETAIL LETTER _ �ORIDP„• 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOALL RIGHTS GY DR kl �'�;rS70NA��NG��` N.VENICE,FL 34275 711/1/111%\‘`‘ 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' 1--SHEET NUMBER (941)-480-1600A LYNN MILLER.P.E (SNI.OP AUIN.r1 r1a SGD-5470 61 NTS 2 OF 21 MD-5470.0 �# A P.E.s58706 DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRU 1%WOOD _ ASTRAGAL DETAIL Cl DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT - FRAME WIDTH • �- 1/4"MAX. REWIRED IF DOOR TYP.ANCHOR TYPE, . HEIGHT IS OVER 96 EMBEDMENT AND of 0MAXz6•O.C. �I I EDGE DISTANCE PER EDGE DISTANCE SUBSTRATE,SEE , /- i Pi _,- TABLE TABLE A,SHEET 1& -, I- Q © ___ (� DI: DAYLIGHT -- I��I LI ""r�I„�o n.. NOTE 3,BELOW I _u / ©. © I Q 1 EiOPENING _ �� 0 -I 0 rLIVJ—, — � -4:7 almj- --- ....... -1 , -- --;!! 0 EMBEDMENT 01 r \�II1-17.r......._, ' ______it - .t'►��I r�E lid .I O / EDGE �/ ' 1 _ - r TVali- e ,;:�e (4)THRU KEEPER Q MAX Q EDGE DISTANCE"... 11 0.-0 ILI I I E, ,ioR 3.8'0.C.,SEE SHEET 19 I DISTANCE 1 / • SEE NOTE 6, 0 4 0 o• N on 8' 1/4"MAX. -�1 1L THIS SHEET I SEE NOTE 8, ©� THIS SHEET 0 BUCKSTRIP,SEE Q THIS SHEET EMBEDMENT - ANCHOR / 1, SEE NOTE 6,THIS #8 X 3/4"SMS REINFORCEMENT SCREW;7 / NOTE 3,SHEET 1 L_ � _ TYP.ANCHOR TYPE, PLATE AT III I 1 / 0 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND CRY 111 1 IIIA i / HORIZONTAL SECTION(XXX SHOWN) -_ _ 9"&12"FROM ENDS(FACTORY INSTALLED). ''� _ EDGE DISTANCE PERANCHOR \ I I (ri DETAIL D2 -` DETAIL B2 TABLE A,SHEET SEE— LOCATIONTE & DETAIL C2 DETAIL A2 INTERLOCK INTO MASONRY ASTRAGAL NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INTO 2X WOOD REQUIRED IF DOOR EMBEDMENT FACING INf FRAMING,SEE ANCHOR o DAYLIGHT © HFIGHTISOVER96• I ' I- -1 NOTE 3,SHEET 1 �UI� --�i1 OPENINGWIDTH Q 1/4"MAX. --�j_�-'• S • EDGE INTERIOR PRODUCT REVISED Eitn the Flo.iea Building Code _ _ r,:__,,��='`�• O . DISTANCE 17-0420.07 TYP.ANCHOR TYPE, 11 t ��`11-�� ., SEE NOTE 6,THIS SHEET 0 i.w ' �I �] Expiration Data 04/21/2021 EMBEDMENT AND f' )i _11'�e7" I I' �.-® Q.' 0 —,- EDGE DISTANCE PER . in' - -r�. —��L� .rJ� 0 0 0 TYP.ANCHOR TYPE, , By SUBSTRATE,SEE C ^�t�l r��1�� - EMBEDMENT AND - . - Mlam-Da. roduct Con •I 1 �� I-� r PER SUBSTRATE t TABLE A,SHEET 1& / O I ® � _=` NOTE 3,BELOW t ,. ,.�� I „ I I[i E �_ r'l-SEE TABLE A ET — - EDGE 4)THRU KEEPER MAX® (`: .�� —” -d 1&NOTE 3,BELOW - -_qtr ,,oo,nu,,,,- I EXTERIOR I DISTANCE V.5'O.C.,SEE SHEET 19 �i.,—, L 0. J E -1-L 1/4"MAX. PANEL WIDTH \ CONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXCH PANEL CLIP& EXTERIOR DIRECTION. �.��PJOR OR �It0 LYNNrr'r/, NOTES ANCHORS,SEE0,..• ., 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 AU.PARTS IDENTICAL. . ...•'��cENSF 4l' K2 2)REFER TO ANCHOR NOTES,SHEET 1. '. FOR ALL LOCKSTiLES, I No.56705 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS.LLLOCTILEt1 El Z:11-1 VINYL SLIDING GLASS DOOR NOA(NI) Ill 10/05/15 SF ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAMS INSTALLATION,HORIZONTAL X-SECT.I AI J ROSOWSKI = 0 FRAME ANCHOR LOCATIONS. a :0,�•.. 3 /�� 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. cawwoHresml PGT xtousTRIEs,INc. NO CHANGES THIS SHEET. Ld 04/05/17 '. •• !.<ORIDA,.•• fit', 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR) O ALL MONTS RESERVE _ s REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY INTERLOCKS)` n 1070 TECHNOLOGY DR IA ///s,ONAL Is-,0`� THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 941-480-1600 A.LYNN MILLER,RE 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD ) 1 SGD-5470 I NTS i 3 OF 21 I MD-5470.0 g,A _. CERT.OF AUDI.REIM P.ER 56765 DETAIL El 1W.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC IX BUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY --FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET 1 PER ANCHOR DISTANCE SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, EDGE 1 8 NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 REQUIREMENT AN EDGE DISTANCE c DISTANCE DISTANCE ' , EMBED- I' ,• • r MENT — .� L ��• i� EMBEDMENT — EMBEDMENT , — EMBEDMENT _ - , I ; 1 } 71 7� Ii01 � YTI� 1 I �J�r�I_J { { 1/4"MAX. J l ■I t ■ 1/4•MAx. ■ ■ 1/4 MAX 114"MAX. 1 * Q I■1 . 1X OR 2X WOOD J i i 1 11 1/4"MAX. L I .i Lill f 0 Q l •II I•'y('1 BUCKSTRIP,SEE Q / © I 0 ANCHOR NOTE 3, 0 TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND / / SHEET 1 O EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE / / �'J TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET / a 0 NOTES Z��r I LOCKSTILES, 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. I X li }� 2)REFER TO ANCHOR NOTES,SHEET 1. ,':51 v FpgEg 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #8 X 3/4"SMS REINFORCEMENT DLO WIDTH=NOM.PANEL WIDTH-89116" _ HORIZONTAL FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO HEIGHT=DOOR HEIGHT- -8-9 ANCHOR PLATE AT RAILS SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT PANEL HEIGHT=DOOR HEIGHT-2-1/2" CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. EVERY ANCHOR (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 8)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE b HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTE 6, SILL RISER EXACT DIMENSIONS. as complying with the Florida THIS SHEET VARIES WITH Building Code REQUIRED NOA-No. 17-0420.07 r......-) EXTERIOR POSITIVE Expiration Data 04/21/2021 DESIGN 82 a PRESSURE, 390 1 ,• By ii'Peg SEE SHEETS .390 I+— Miami-Da roduct Control EXTERIOR 1 Q l C.i 7&8. .3907 —i_ '1 i"'� At ®•_V r -.390 T / 2.370 2.947 1/4•MAX. �© u #42 SHOWN I�7 1.793 4 4.041 �{I I O#43-45 ALSO APPLY .823 T 12 687 GROUT AS �(N�I♦1 Q _;,� 1.917 NEEDED,SEE 0 _.l ' ANCHOR NOTE eo I $ .080 j .060-- ! .060 5,SHEET 1 IL r,=T'+� )I © ® Q s , i ( 2-1/2"=TOTAL ,060 oaf a i,. 1/4"MAX. O T r Q I SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER ```04 �'ri,, 6� ,i®o �r•r�-— 42(_ 43 ( „ ( u�( ��O�JY LYNN 1 `�[�]r >A (2-1/2"TOTAL 3 1/2"TOTAL 41/18"TOTAL (4-6/8"TOTAL T . i ! �,` I' SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) Pa,•'' VCENSF.,�.� EMBED- ' EMBEDMENT EDGE ?_ *f No.58706 MENT . , . ' , a :DISTANCE ;: .'r�r VINYL SLIDING GLASS DOOR NOA(NI) 10/0586 =� /,+ q ^t +! •EDGE TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, �� I INSTALLATION,VERTICAL X-SECT. 1 S J ROSOWSKI ;.% 9 11 T.'��, DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND �® — �ti� EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE COPYRIGHT oza,T PCT INDUSTRIES,INC. I NO CHANGES THIS SHEET. 04/05/17 -::*%,".''...":4•9./.T.3.°:-.•'c' CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, ALL RIGHTS RESERVED • I,,;OII p ENS`• PER ANCHOR DETAILFi SEETABLEA DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DR � �iTIIIliiil`` REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 , INTO MASONRY THIS SHEET INTO wood THIS SHEET (941)- I SGD-5470 1 NTS i 4 OF 21 E f MD-5470.0 0/ A A LYNN MILLER,P.E. CERT.OF AUTR.029295 P.E.#68705 I 13 U 71 P�o�' i[ INTERIOR �\_ U FIFA © LJ INTERIOR /\ �..-,4 (4)THRU KEEPER —� OO0 37� MAX 18.6'O.C. INTERIOR W SEE MAX IF D.C. 'row I—_7 ` SHEET 19 - / mNINNININIM _ �- �0 � 0 ;t o 0 1 DETAIL H2 �� / h.�m41 THRU KEEPER MAX A I � EXTERIOR OUTSIDE CORNER HE ^'lt ©3.6'O.C.,SEE SHEET 19I WI '� / ) ate - Id _ ,9 ��`G �� Q t = � ' Ft p /� 33 III eo° ;r —�` \ i n '�� IJ25 RQ to `/ imam \.\ y� �'( \ QMAXie; :c.' . . fl CT EXTERIOR ` EXTERIOR 2fi R 28 ll i v 135° \ ' V a.'-' 3 1, :. I� DETAIL G1 DETAIL H1 o- :5d °� Np MAX 19.6'O.C.W � l . INSIDE CORNER if<:, INSIDE CORNERo- -.- I Cn5EXTERIORINTEROR0 IIPOry (4)THRU KEEPER Silh EXfERIOR /,\ (WWNQ®MAX3.6.O.C.. 4 fl ll�0ll 1 ! SEESHEET1O 0 v i 011P u -AU 4166stV C _ o uPRODUCT REVISED d�Q� �� os complying with tho Florida Building Code NOA-No. 17-0420.07 Expiration Dab 04/21/2021 135° 4 INTERKM2By P Miami-O roduet on 1 EILI- lo>? & NOTES 11111111110----.4‘7#74 . `�.Mttp__,-1-0,,,w-i:4-1 � 0 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ` ♦ 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 0° Q �� ."•,rr i:� _ QUANTITIES,SEE TABLES 1&2. ``�t1t 'I,,r 0 Q `� Ire:^L ,r �� \I 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, �`�v\QNY�.;N/y ti�� 1 u i ikir1a� DEPENDING ON CONFIGURATION. \ .t10Es 4..., MAX 16.6.O.C. _ No.r�7� 0 \_ 0 . ,�� ' VINYL SLIDING GLASS DOOR NOA(NI) ! 10/06/16 - * *= (4)THRU KEEPER II§MAX�. EXTERIOR 3.6.0.C.,SEE SHEET 19 CORNER ASTRAGAL HORIZ.XSECT. S J ROSOWSKI 57q E O DETAIL G2 b ��' y q (� l�;°�, OUTSIDE CORNER COPYRIGHT02ALL 017 THTS RE�STTRIES.INC. (I NO CHANGES THIS SHEET. ill 04/05/17 ';�ssi FtoRiDP,...re. s 1070 TECHNOLOGY DR i .11i/ NAL I t' ''., N.VENICE,FL 34275 (941)-480-1600 15GD-5470 I NTS i5 OF 21 1/ MD-5470.0 ,l$ A A.LYNN MIILLL7ERR,P.F. J CERT.OF AVTH.An92BB DETAIL 11 DETAIL 12 OPTIONAL NON- t INTO MASONRY INTO MASONRY STRUCTURALH ." • LI� Q EDGE CONCRETEJCMU ANCHORS FOR • l} PER ANCHOR INTERIOR POCKET I 1 i.,—- RlTERIOR © © TYP.ANCHOR TYPE,EMBEDMENT DISTANCE. REQUIREMENT JAMB ,,,;, 1 O 0� Q.-Q AND EDGE DISTANCE PER -• SEE FIG 1, . SUBSTRATE,SEE TABLE A.INTERIOR POCKETS MUST THIS SHEET � ice _ FIGURE 1,INTERLOCKS AT POCKETS: © SHEET 1&NOTE 3,BELOW , INCLUDE A NON-STRUCTURAL ' FOR DOOR HEIGHTS 96"AND LESS: ' FRAME JAMB TO REDUCE THE I I- 0 I ],�:` I OPT. POSSIBILITY OF WATER 4 III © �f ��_ y ANCHOR s1 INFILTRATION. 1/4" �, EMBEDMENT • '• � �'..T• • ti QOPT. POCKET BY OTHERS,SEE ��•-tea, o,n NOTE 6 BELOW. • �� 4�r_� �� EMBED • • 1 � I • MENT u - is .. OPT. 0, 1/4"MAX.- 17 FOR DOOR HEIGHTS OVER 98' * ANCHOR I�� Q ��-t—S_—_ • SEE FIG I, MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT \ CONCRETEICMU TMS SHEET® d — 1�r ' woRCo AND EDGE DISTANCE PER ��1I EDGE PER ANCHOR ui SUBSTRATE,SEE TABLE A,SHEET 1 V DISTANCE REQUIREMENT 0" © t!`.= j 111 &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE i AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO THE METAL SUBSTRATE EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED FRAMING,SEE ANCHOR as complying with the Florida EDGE DISTANCE NOTE 3,SHEET 1 Building Coda I ,I OPT.ANCHOR NOA-No. 1I7-042202 DETAIL 13 .07 DISTANCE ` I OPT.ANCHOR Expiration Dab 04/21/2021 alli INTO METAL —' �� 17 OPT. EMBEDMENT I •-� I Mi .N�^ , t OPT, Miami-0 Product ontrol EMBEDMENT - L � 1/4� 1•1�� 1 DETAIL 14 1/4"MAX. 7__________r_,1� — MAX *IIIMATITE INTO WOOD EXTERIOR IS FIG SHEET gek %V i � SEE FIG 1, THIS SHEET -,a i THIS SHEET 0 © (:)."41) EXTERIOR ® 0 EXTERIOR POCKET 4N.NY•LY/yN�i' EXTERIOR POCKET • P�• .•' UCENSF•. ��;' ,I NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. Fr_1j0 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 NO 587p5 *_ 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. k J ROSOWSKI ;p'•. 1 R. a3)SEE SHEET 13 FOR ANCHOR LOCATION 8 SPACING,FOR ANCHOR QUANTIFIES,SEE TABLES 1 8 2. �` 4)SEE TABLES 1 8 2 FOR REINFORCEMENT REQUIREMENTS. F 8 •45, COPYRIOALLRIG 7 RESERusiwE3,INQ NO CHANGES THIS SHEET. H 04/05/17 i is '••.0RIDA,,.••.�` 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. ALL RIGHTS RESERVED -- 'i S G 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DR a �,,„ONAL I r-,0- AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 q -- (941)-480-1800 i SGD-5470 I NTS i 6 OF 21 44 MD-5470.0 14_A A.LYNN MILLER,P.E. CERT.OP AUTH.f2B2BB P.E.k 58705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this fable for Door Unit HeIpM ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Astragal tabu Reinforcement#29 80° 84" errPRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockable Reinforcement#25 or#26 58-15/18'DLO Height 72-15116"DLO Height 8415118'DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Std.Interlock Reinforcement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B I C I D A I B I C I D A I B I C I D /CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +1271 1-127.1 paf +120/_120 psf +102.0/-102.0 pal ,./ #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 191/8" Head/Slll C5+1 C3+1 C3+1 C3+1 05+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 6 5 5 5 6 5 5 5 6 5 MIDSPAN OF PANEL). Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +106.3/-108.3 pal +100.2/-100.2 paf +86.3/-85.3 paf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-1/8" PERPENDICULAR TO THE GLASS. Head/Sill C5+1 03+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30" DLO Jamb 5 5 6 5 5 5 8 5 5 5 8 5 t Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Preaau a +92.9/-92.9 pa/ +87.31.87.3 paf +73.81-73.8 pef a 31-1/8" Head/SBI C5+1 C3+1 C3+1 03+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 a DLO Jamb 5 6 8 5 5 5 8 5 5 5 8 5 -g Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 2Design Pressure +78.4 1-784 per +78.4/-76.4 pat +55.8/-65.8 par 37-1/8" Head/SIO C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 42' DLO TABLE 81: ._-_ Width Jamb 5 5 5 5 5 5 8 5 5 5 8 5 • Water-Limited FIG 1: P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH Design Pressure +601-60 psf .r—\.+60 1-50 paf +60/-60 paf Sill Nom.Sill Max.(+)DP 43.1/8' Head/S61 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 `` I Riser Height Allowed DOOR ASSEMBLIES �" DLO Jamb 5 5 I 5 I 6 5 5 1 5 1 5 5 5 ti 6 INSTALLED WHERE THE None 1-11/18' See Note 2 PRODUCT REVISED P-hook 7 7 7 7 7 7 7 7 8 8 8 8UriOVERHANG(OH)LENGTH IS as complying with the Florida 42 2-1/2" +38.7 pet = EQUAL TO OR GREATER THAN Building Code 43 3.1/7'l +80.0 pef 6 THE OVERHANG HEIGHT IS NOA-No. 17-0420.07 USED IN EXAMPLE ON SHEET 9 44 4-1/18' +80.0 paf EXEMPTED FROM WATER Expiration Date 04/21/2021 45 46/8" +100.0 psf INFILTRATION RESISTANCE. BY — Miami-Da Product Control 7.1 DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO PANELEIGHT=DOOR HEIGHT-HE HEIGHT=DOOR HEIGHT-2-1/2" �.,‘`�ONYILYN/y////,� :� 0CENSF 7(,�% TABLE NOTES: *: No.58709 ii VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 — - _ AND TABLE 81 DETERMINES THE WATER LIMITED(+)DP. i: jjr IDP 8 ANCHOR QUANTITY TABLE aJ ROSOWSKI2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILLe _;0"... TE d !/ RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. commnicarr0sol7 POT INDUSTRIES.iNc. 4 NO CHANGES THIS SHEET. 1! 04/05/17 t '•.'*< 3)SEE SILL RISER TYPES ON SHEET 4. 1070ALL RIGHTS TECHNOLOGY DR 1,�SS/�NAL.ANG`�.` RESERVED , ORiOA � 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. ,1 h� 5)REFER TO ANCHOR NOTES,SHEET 1, N.VENICE,FL 34275 sir i i i i f i f T 8 SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING (941)-480-18130 J SGD-5470 f NTS i 7 OF 21 1'J! MD-5470.0 if# A A.LYNN MILLER,P.E. CERT.OF AUTH.taa416 PEA 58705 TABLE 2: - -- - -- .-- Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 80" 84' 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 66-15/16"DLO Height 72-15/16°DLO Height 84-15/16"DLO Height 96-15116"DLO Height 108-15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement#28 AnchorGroup Anchor Group Anchor Group Anchor Group Anchor Group /MAXIMUM POSITIVE DP DUE TOT THE SILL HEIGHT MUST ALSO BE AIBIC I D AJBICID AIBICID AIBIC I D A I B I C I D .„....------- CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +169.4/-169.4 pal +160/-160 pat +137.1/-137.1 pal +120/-130 pal +106.7/-115.6 psi f #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-1/8" -CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Head/Sill C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 CS+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1-' MIDSPAN OF PANEL). 24" DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 8 6 6 6 8 6 r«---. Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10�--___THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK. Design Pressure +141.8/-141.8 psf +133.6 1-133.6 pa! +113.81-113.8 paf +99.1/-107.4 psf +87.8/-95.1 psf PERPENDICULAR TO THE GLASS. 25-1/8" Head/Sill C5+2 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 30" DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 8 6 6 6 8 8 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +123.9/-123.9 psf +116.4/-116.4 pal +98.51-96.5 psf +85.31-92.4 pa! +75 3/-81.6 psf j 31-1/8" Head/SIII C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 IFIG 1: C3+1 C5+1 C5+1 C5+1 C3+1 36" DLO II{ OH LENGTH L Width Jamb 5 5 1 7 5 5 5 7 5 5 5 7 5 6 6 8 I 6 6 6 8 8 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 li 9 10 10 10 10 i- DOOR ASSEMBLIES Design Pressure +104.5/-104.5 psf +104.5/-104.5 psf +87.81-87.8 psf +75.7/-82 psf +66.6/-72 psf IINSTALLED WHERE THE 37.1/8" Hcad/SIII C6+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+1 C5+1 C5+1 C3+1 w OVERHANG(OH)LENGTH IS a 42' DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 8 6 6 6 8 6 = EQUAL TO OR GREATER THAN 2 Width o THE OVERHANG HEIGHT IS P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 EXEMPTED FROM WATER Design Pressure +80/-80 par +80/-80 pa! +60/80 pa! +60/-65 psf +60/-65 psf INFILTRATION RESISTANCE. Z 43-1/8" Head/SIII C5+2 C3+2 05+2 C3+1 05+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 03+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48' DLO Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 7 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 TABLE B2: PRODUCT REVISED as complying with the Florida Design Pressure +74.1/-74.1 psf +74.1 1-74.1 psi +63.8/-63.8 psf Water-Limited Building Code 43118" Head/Sill C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 (+)Design Pressure Hoa-No. 17-0420.07 54" DLO w Expiration Date 04/21/2021 Width Jamb 5 5 6 5 5 5 6 5 5 5 6 5 Sill Nom.Sill Max.(+)DP P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Riser Height Allowed By ///-_� Design Pressure +60/-60 psf +60/-60 psf +601-60 psf Not available in these sizes. None 1-11/16° See Note 2 Miami Product Control 55-1/8" Head/Sill C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 42 2-1/2' +38.7 psf 60" DLO Jamb 5 5 5 5 5 5 6 6 5 5 6 5 43 3-1/2" +60.0 psf Width P-hook 7 f 7 7 7 7 7 7 7 8 8 8 8 44 4-1/18' +80.0 psf 45 45/8" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9/18" DLO HEIGHT=DOOR HEIGHT-11-1118" ``\T t„YrLNr//, PANEL HEIGHT=DOOR HEIGHT-2-1/2" ;`',`SON...-...,N,y/., oCENSF'..(�C�.. P,. TABLE NOTES: No.58705 . 0 VINYL SLIDING GLASS DOOR NOA(NI) 1110/05/15 - *i n 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 ��r -"0 i i✓, - AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. I DP&ANCHOR QUANTITY TABLE 15- J ROSOWSKI '" let 14::ice, 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL �� 8 %0T S A e o 40: RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. COPYRIGHT 02017 PGT INDUSTRIES.PIC. 4 NO CHANGES THIS SHEET. k!q 04/05/17 %,7,9",.s.'•FlORIDP,-•' .�: 3)SEE SILL RISER TYPES ON SHEET 4. ALL RIGHTS RESERVED ---.---. ' /ANAL�NG,�‘� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR ,i AA ,''t i r I i l t t t tt i 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 1SGD-54701 NTS 1 8 OF 21 gi MD-5470.0 $g A A.LYNN MILLER.PE. CERT.OF AUTII.R292s6 P.E.#58705 EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE h NTERLINE ITI s` SEE FIGURE BELOW FOR ADDONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, ®INTERIOR POCKETS r CENTERLINE I OF INTERLOCK tCENTERLINE OF L MYTFITLOCK INFORMATION. CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, —' Am. '� SOF PANEL 1 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.8 PSF _ POCKET BY 01 _ ,,__ `: —�—_— I ' OTHERS,SEE 11 MIL `� � � " " � SNOTE 6.HEETS 'i �� Ef'��I —. �'� ANCHORAGE, '+2'ANCHORAGE, 25"-432/"8ANCNORAT12 -- ' wU(. 6HEET 12 SHEET 12 SHEET 12 "CV CLUSTER, "C3'CLUSTER, EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE SEE POCKET JAMB (MIN.1 ANCHOR) SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR I EXTERIOR NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX(3-TRACK) TO AID IN BE ADDED IN-FIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR BILL IFA 4 o SPLICE OCCURS WITHIN A POCKET. INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL SILL SPLICE ANCHOR INFORMATION. OF INTERLOCK1 r...---------A-_--------....y/ OF INTERLOCK 6' CENTERLINE CENTERLINE CENTERLINE —� MAX. `-OF PANEL I OF PANEL 2 OF PANEL 3 POCKET BY 01.1 AIM i J\ F m�V - .' I OTHERS,SEE 11 ° o • � �f=�— l—i'rat� l EXTERIOR INTERIOR ------------ a..riona• iiiiraa�A►•v �� a�.. NOTE 6, 22 o R I SHEET 6i" P� 7 7 7 7 7WL 7 7 7 oC 7r o 0 1� o ,/r t ■ �� •+2• •+2"ANCHORAGE. 26316'MAX. g• �/ ANCHORAGE, SHEET 11 '+2'ANCHORAGE, MAX. / SHEET 11 "C3"CLUSTER, "C3"CLUSTER, SHEET 11 EXTERIOR 12"MAX 21.8' FRAME JAMB SHEET 11 SHEET 11 END ANCHORAGE SEE POCKET JAMB (MIN.1 ANCHOR) 0. MAX- O.C, REQUIRED INTERIOR POCKETS INSTALLATION ON SHEET 6 SILL ANCHORAGE DETAILS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1 8'0E2 2 PXXX(3-TRACK) PRODUCT REVISED 11 as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code ■ +48.21-58.6 AT A NOM.PANEL SIZE OF 48"X 84'.FROM TABLE 1,SHEET 7,THE NOA-No. 17-0420.07 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+80/-80 WHICH EXCEEDS THE PROJECT DESIGN Expiration Dat.14/21/2021 PRESSURE REQUIREMENTS. TO DISTANCE TO N.C.ORLESS - ' TO BE 26318"O.C. LESS By /„ - FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 /, p'ice Miam Dad- roduct Control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 11=�■— 1 SHOWS ANCHOR REQUIREMENTS OF: a P•hook 7 6' J►ii__�lli�l� 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF END PANEL 110011 6'MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT.ANCHOR TO AID IN -1HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER „11""/,„, P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS ``��ON1LYAF �� ' ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: �.aa c1` SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE � ' DETAILS DETAILS MIDSPAN OF EACH PANEL. *! No.58705 •� = JAMB:5 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7NCHORS,SHEET 13 AN HORS,SHEET 30R GEN.FOR GENEROUT.AL romiriT Li VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 - :Q A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE S J ROSOWSKI �:".....,0,:s\'•47.9.;!9a.i.:• � Su .�.- LOCATIONS OF CROSS-SECTION DRAWINGS. B (V` B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYwoHre201T POT iNousara£s.S1 4 NO CHANGES THIS SHEET. AM 04/05/17 •'•G\?� C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070ALL RIGHTS TECHNOLOGY DR �.f/,,NAL aE•s 1� D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 i I� E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 (941)-480-1600 1 SGD-5470 I NTS 1 9 OF 21 I/ MD-5470.0 ,g1 A A LYNN a IDLER,PE. CERT.of Au1H.VIM I__ SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 4 1/4'NOM. FOAM �) 3/16"NOM. POLYISOBUTYLENE 4l WITH WITH DESICCANT �' 'i 1.1118'NOM. DESICCANT ©Q EXT.GLASS / EXT.GLASS / 3118'T GLASS I /° /� 11H8'AIR SPACE SS , 3/16"T GLASS PAINTED/ INT.GLASS INF.GLASS 0.- AS L'J I1ATED SURFACE T6 O KODISPACE O SUPER a EXTERIOR 4SG TPS SPACER®NXT'" GLAZED'IFPROOUCT p82-833IIS°R I111 Al � ' 1I 7 . TOWARDS THE EXTERIOR. " \ ,' I 6� G]INTERIOR l P41 I PRODUCT IS'INTERIOR- Q f GLAZED'IF#82-83 IS I� ` TOWARDS THE INTERIOR. INI ! ALUMINUM Q REINFORCEMFNi POLYISO- DESICCANT FILL AREA BUTYLENE-- . 5/16 NOM. SEAL ' k III k. MS"NOM. GLASS DETAIL BUTYL 8. _ ROLL-FORMED ti/ SILICONE SEAL DESICCANT- v Alp PRODUCT REVISED STAINLESS STEEL as complying with the Florida FOAM NOTES: Building Code EXT.GLASS , 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. NOA-No. 17-0420.07 EXT.GLASS ,III` 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. Expiration Da 04/21/2021 1 "T"-TEMPERED By INT.GLASS Mi i b e Product ontro INT.GLASS - DURASEAL® XL EDGETM" OSPACER ®SPACER rte ' N0.4:01'LYNN''/. �_- 1 VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 _ 705 ' J 1 GLAZING DETAILS It J ROSOWSKI _b Z-174--., t� AY • COPYRJOHT 02017 PGT INDUSTRIES,INC. ANO CHANGES THIS SHEET. it 04/05/17 'i ORIDA,,.•' "`` ALL RIGHTS RESERVED -- �Z�S1/•'••••.. ON\�‘ 1070 TECHNOLOGY DR i !A ////ONAL 1Et1�`, N.VENICE,FL 34275 __- g - - (941)-480-1600 1 SGD-5470 A NTS 1 10 OF 21 1$. MD-5470.0 13 A A.LYNN MLLER,P.E. . __.......- _ CERT.OF AUTH.#29296 P.E.t6!706 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL_ INTERLOCK INTERLOCK--- PANEL_ _ CENTERLINE PANEL--- CENTERLINE 4" CENTERLINE "MIN MIMI CENTERLINE 4„ CENTERLINE 4" NMI ISM— 1-1-1.1niai 1111•11111 -d iWiI.--- IftMll-MllTM "11111113111 • _Mir EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR Q2-TRACK CLUSTER"CT \5 2-TRACK CLUSTER'C5 2-1 RACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS •+1'ANCHOR LOCATION "+2"ANCHOR LOCATIONS Y3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" CENTERLINE 4" IIIIIIIIMIIIWAIIIIMIll um --m-- --immiceiiiiii 111111111.11111 �i � — �lF �Bttt»I�ittttttttttttt>,n tttm Mid �)__ r iGrtnurrremrm et�t> Dt>• EXTERIORI�I --moi 3.22" EXTERIOR 3.22" — EXTERIOR EXTERIOR 3.22" EXTERIOR� --1 3.22" �J 3-TRACK CLUSTER'C3° 3-TRACK CLUSTER'C5' 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS +1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL__ PANEL INTERLOCK--r INTERLOCK-- CENTERLINE CENTERLINE CENTERLINE CENTERLINE q" CENTERLINE AE WAIIIIErMill- IMMIIIMMWZIMIIIAIIIIII � �. MIEM tIet• e � --�� -om mimmismiWAWE �m. iii EXTERIOR 7 ` IOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR --- 3.22" 4-7RACK CLUE TER 4-TRACK CLUSTER 4-TRACK INTERMEDIATE v\ I� 4-TRACKRI INTERMEDIATE `� 4-I RACK INTERMEDIATE 'C3'ANCHOR LOCATIONS °CS"ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS .+3'ANCHOR LOCATIONS NOTES: FIGURES PERTAAi TO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED_ 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: 7 DISTANCE IS 2.376" 2.375" FOR ALL SILLS: , Head/Sill _ * PRODUCTcomplying Q Head/S 1 t`1 with the Floridaorida �.� MAY LY 1 Ar l't Jamb 5 Building ode •N .c/ .......".7, 11, FOURE3 PERTAIN TO THE FOLLOWIIO SILLNOA-No. 17-0420.07 `� VCEIy�y; • i P-hook 7 Expiration Dato04/21/2021 CLusTER ANCROR LOCATIONS; Lt z-*i AIp,� i VINYL SLIDING GLASS DOOR NOA(NI) $ 10/05/15 BY - •' *77 �_/ t Ml"m a P act l:ontro 1111110 1 ANCHOR LOCATIONS A 14' J ROSOWSKI O s 1lI H 11411 COPYRIGHT0201T pa% Ild ALL RIGHTS rINDUSTRIES,DINC. Li NO CHANGES THIS SHEET. ii 04/05/17 'i,�S/ONAi. .. C' HeadfSlt 01 1070 TECHNOLOGY DR & Al Jamb 5 N.VENICE,FL 34275 _ . P-hook 7 (941)-480-1600 ISGD-54701 NTS 1 11 OF 21 I4 MD-5470.0 of A A.LYNN MILLER.PP. CERT.OF AUTH.IT23295 _ P.E.N 53705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4" INTERLOCK 4" PANEL CENTERLINE 4" PANEL CENTERLINE CENTERLINE CENTERLINE a CENTERLINEt -— Illinf"1, rr"• _ rAraii- =111/ r1111_MINIIME EXTERIORn3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR MA 3.22" EXTERIOR OM 3,22" V 2-TRACK CLUSTER"C3' 0' 2-TRACK CLUSTER'C5' 0' 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE 0' 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1'ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL , CENTERLINE 4" CENTERLINE 4" CENTERLINE ' CENTERLINE -4 75" CENTERLINE —[ —��_ _ _L7 —rte iiiiimil_ �_ 1 + • - -rte �� _ Ef .. . I . .--- EXTERIOR t•-, 3.22" EXTERIOR -+1 3.22" EXTERIOR EXTERIOR EXTERIOR-I —" I -3.22 O. TE 3-TRACK INTERMEDIATE 3-TRACK CLUSTER'C3' 3-TRACK CLUSTER"C6' HTRACK INTERMEDIATE 1 ANCHOR LOCATION �/ '+2"ANCHOR LOCATIONS3-TRACK A �/ "+'3'ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS + ASTRAGAL OR ASTRAGAL OR PANEL__ PANEL PANEL INTERLOCK INTERLOCKS CENTERLINE CENTERLINE CENTERLINE 4 CENTERLINE 4" CENTERLINE 4" _ _ A. _ A _ _ _ _ _ VA Iti aiiimmimutrAmmirimm __ _-- —I-- _. � - IIIIIIII —� -� -- ison EXT TEE RIOR __ -3.22" EXTERIOR - 3.22" EXTERIOR�E�RIEXTERIOR EXTERIOR -- 3.22" 4-TRACK CLUSTER 4-TRACK CLUSTER 4K INTERMEDIATE •1 ANCCHOR LOCATION 4-TRINTERMEDIATE 42' ACK LOCATIONS 0. *TRAANCHOR LOCATIONS NTERMEDIATE♦3' 'C3'ANCHOR LOCATIONS 'CSANCHOR LOCATIONS NOTES' FIGURES PERTAIN 10 UIei'oLLOWING HEAL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. _IN TERMEOIATE ANCHOR LOCATIONS: NOTES: 0 iia. A. 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK ihr I FOR ALL HEADS: 1- I 1 DISTANCE IS 2.375" 2.375" E l FOR ALL HEADS: Head/Sill C �1) PRODUCT w i h the Florida ON OW.. E/IJ,p CLUSTER ANCHORLOCATIONS: _C �� Expiration Date 04/21/2021 Z* • 3870E r ii 1n ro,, Lt VINYL SLIDING GLASS DOOR NOA(Ni) 11 10/05/15 By = : 1F= _ Miami-Da••: 'roduet Control ANCHOR LOCATIONS B a J ROSOWSKI — �0�' 17-. COPYRK+HTeaSnPOT INDUSTRIES.INC. NO CHANGES THIS SHEET.ALL RIGHTS RESERVED a 04105117_ sS .gip'• ..ct Head/SDI1 107 TECHNOLOGY DR i �� '��NA I I%" `� T N.VENICE,FL 34275 P-hook 7 (941)-480-1600 J SGD-54701 NTS 11 12 OF 21 ill MD-5470.0 i i A A.LYNN MILLER.P.E. CERT.OF RUTH.112926E RE if 68705 f • P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TOHIE FOLLOWING IAMB ANCHOR LOCATIONS: 2.375" 4.75" r I 7125" ^ wszcm �II lo M"AX. .21.8' 21.8" 21.6" JmbMAX. MAX. MAX. P7O EXTERIOR Head/Sig C3+1OC. �TaR OC. exrERl R OC.OPT.ANCHOR Te TO AID INNOTES: ALIGNMENTi 1)STANDARD ANCHOR LOCATIONS SHOWN. j FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK I S" 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX. MAX MAX. Il REQUIRED TO MEET MIN.EDGE DISTANCE t2-TRACK FRAME FT-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER ANCHORS,THE MAJORITY MAY ll BE TOWARD THE INTERIOR OR EXTERIOR. 1 r' - -- I i ... MAX' JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES I, PER END @ 1"X.500" a II \I (5)WEEP NOTCHES y?' . PER END @ 1"X.500" III PER END @ 1"X.500" SILL �� SILL — EXTERIOR SILL EXTERIOR (3)TRACK WEEP HOLES ` \ ` EXTERIOR \` 8" EVERY 24" 1.125"X.190"_ (8)TRACK WEEP HOLES N. \� OPT.ANCHOR I (1)WEEP NOTCH NOTCH EVERY EVERY 24'@ 1.125"X.190"; '— • (10)TRACK WEEP HOLES \�� TO AID IN 24"@1.375"X.500" (1)WEEP NOTCH EVERY EVERY 24"@1.125"X,190"; �� ALIGNMENT 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY 24"4.+1.375'X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED II A I i 11111// OF ANCHORS REQUIRED IN THE P-HOOK. as complying with the Florida �\0 NY LYNN 1'//, Building Cods �Q,... .....• , .(, ', FIGURES PERTAIN TO THE FOLLOWWO POCKET LIMB NOA-No. 17-0420.07 t•IGEN$ .e., /i (P-HDOIQANCIIOR LOCATIONS • ' p Expiration Data 04/21!2021 _ No.58705 *; Ferio---,N, e VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 Br �� _ : /I i 'F Miami-Dad - ••act ontro v1. 1100 S ANCHOR LOCATIONS C s J ROSOWSKI �.0... STA 1 %17-.:�4J.: ® 1ORIOP. N.N COPYRIGHTO�I�OTMND�RIES,No. A NO CHANGES THIS SHEET. AM 04/05/17 %SS/o""...••'�,, H1WlSIli 0+1 1070 TECHNOLOGY DR i Aa r7j'INAL I O ' Jamb 6 N.VENICE,FL 34275 — a -- P4mok 7 (941)480 1600 SGD-5470 il NTS 1 13 OF 21 MD-5470.0 A.LYNN MILLER,P.E. A P.E.M 58706 CERT.Of AUTH.N292SS HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERI 'TOTHE FOLLOWING SO'COWER SILL ANCHOR LOCATIONS: .- . PTV90°41 II I 411111h 4. 1 110 lool _= Ili."110 _ I4,. RP" IPIAwr '__ II • ge Hll �� 3.22" EXTERIOR �� 3.22'EXTERIOR Jamb 5 2-TRACK 90'CORNER 2-TRACK 90"CORNER P-hook 7 "C4'ANCHOR LOCATIONS ' 7 "CS"ANCHOR LOCATIONS 7 2-TRACK 90'CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR -_. (USE WHERE"Cr IS SPECIFIED) (USE WHERE'CE"IS SPECFIED) 'C4'ANCHOR LOCATIONS Ji_ "CS'ANCHOR LOCATIONS n nnffin 1 q (USE WHERE"C3'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) NJ M It 11 5 111,911 Iririn I`I� ' 41111 ,II0IPRODUCT REVISED 4" 4° II 4" 4" as complying with the Florida Building Code (I I— II1 .1L. � ______ I ��____ 1 NOA No. 17.0420.07 iII I I h I�'� Expiration Date 04/21/2021 4„ 4 1-_ 4" I �� 4" ..0l ts0 By 4; 4 4I /—__— Mia -0a reduct ContOol EXTERIOR NEMEXTERIOR v 3.22" .. P"' 3.22" "W.I 3.22" 3-TRACK 90'CORNER 3-TRACK 90'CORNER nn 3-TRACK 90"CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR 'C4'ANCHOR LOCATIONS '08'ANCHOR LOCATIONS V 'C4'ANCHOR LOCATIONSr y 'CS'ANCHOR LOCATIONS (USE WIICRE'C3'Is SPECIFIED) (USE WHERE"C5"B SPECIFIED) (USE WHERE"C3"IS SPECIFIED) v p (USE WHERE'C.5"IS SPECIFIED) nrrinfl ry ry ry ry ' ` �I 4,. 11111 ,„ I I —� 4 4, 1i'jI_lix.i ._....._Torm_i _ ,, _ :� *= IL TJ Illtaiiiii 1i •,m3.22" 4" MN 322 :,. iRIDP,.••0,-,, 4-TRACK 90"CORNER EXTERIOR 4-TRACK 90'CORNER EXTERIOR 4-TRACK 90'CORNER EXTERIOR 4-TRACK 90"CORNER EXTERIOR ////O NA L -0`. "C4"ANCHOR LOCATIONS 'CE'ANCHOR LOCATIONS •C4"ANCHOR LOCATIONS 'CB"ANCHOR LOCATIONS /1111 I 1 I I I 1 (USE WHERE'C.3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE`CS"IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E958705 FIGURES PERTAIN TO THE FOLLOWING RIF CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS' �� VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 90" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS Dt J ROSOWSKI Headt319 C3 , 1 �e 140demb 6 3)TRACK-TO-TRACK 1 COPYRIGHT 02017 PGT INOUSFRIES.INC. i NO CHANGES THIS SHEET. if 04/05/17 P•ho9k 7 DISTANCE IS 2.376" 2.375 2.375" ALL RIGHTS RESERVED FOR ALL HEADS AND SILLS: [E '" --f 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1800I SGD-5470 I NTS i 14 OF 21 l$ MD-5470.0 ii A CERT.OF AUTH.,/29298 HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN CORNER FO ,11 ANCHOR LOCATIONS: // *404. / 135° �� 411110 aimimma■ 4" �aillila' �' � �'_n Head/Sill (C 1 tib ERIOREXTERIOR. ��,. Jamb 5 Or rI-Iy 3.22" EXTERIOR 2-TRACK 135°CORNER 2-TRACK 135°CORNER v 4" 4" Mil EXTERIORnP-hook 7 "C4'ANCHOR LOCATIONS "CS"ANCHOR LOCATIONS 2-TRACK 135°CORNER .0 2-TRACK 135'CORNER V (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) 'CW ANCHOR LOCATIONS "CT ANCHOR LOCATIONS (USE WHERE T3"IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) 4" 4 //'/*. 4" 4" / / ' / 4„ PRODUCT REVISED -_I / �__' �', 4' �_� / / -�, / / Building Code the Florida �. / s��I./ 4" # ERIOR IIIIIIMIIIIIIIMIIIIMMIL•�/• EXTERIOR �/ EXTRIOR INIIIENIIIIIIIIIMRIOR `� 3.22" V 3.22' V Miami Product Obntrol 9-TRACK 135'CORNER 9-TRACK 135°CORNER 'C4'ANCHOR LOCATIONS 'CS"ANCHOR LOCATIONS 3-TRACK 135°CORNER 3-TRACKANH 135°CORNER (USE WHERE TT IS SPECIFED) (USE WHERE TS'IS SPECIFIED) "C4"ANCHOR LOCATIONS "Cr ANCHOR LOCATIONS (USE WHERE TT IS SPECIFIED) (USE WHERE TT IS SPECIFIED) \ .,, 4^ 4" '� 4' TV°01 ullliii.....400- � .� Y LYN iiiiii • ;,, ., -I.73 "I\ 0��, Q'. .camIIMMI / �_ 4j1 �S_ 4" *. .6870b P' ._ -IR � s -v 1 *_ EXTERIOR • - EXTERIOR _ - --- -- �0,�'•, E t • �\ ---- EXTERIOR � � EXTERIOR `� �'` �- '�nj' 3.22" ANCHOR 4-TRACK135'CORNER 4-TRACK13TCORNER �j°SS •�RIDA,••'��``` 4-TRACK 135°CORNER 4-TRACK 135°CORNER (116E WHERE*C3°IS LOCATIONS "C8' (USE WHERE IS SPEANCHOR CIFIED)S "C4'ANCHOR LOCATIONS 'CB"ANCHOR LOCATIONS �'1,ONAL ENG`' (USE WHERE°C3"IS SPECFIED) (USE WHERE°C5'IS SPECIFIED) •f 111 1 1 III A.LYNN MILLER,P.E. NOTES: PE E 58705 FIGURES PERTAIN TO THE FOLLOWING ISP CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: . 0 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE i��I 135° SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. �!■ I ANCHOR LOCATIONS E is J ROSOWSKI 111/111 Head/SIII (a1 j t��y Jamb 5 3)TRACK-TO-TRACK 1 COPYRIGHT0201T PGT INDUSTRIES,INC. k NO CHANGES THIS SHEET. A 04/05/17 P-hook 7 DISTANCE IS 2.375" 2.375" 2.375" ALL RIGHTNOLOGY DR RESERVED —_ .. 1070 TECHNOLOGYSA FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 p (941)-480-1000 1 SGD-5470 1 NTS i 15 OF 21 d i MD-5470.0 i i A CERT.OF AUTH.OWLS - HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FKAINES PERTAIN TO THEFOtLO'MNC SPLICED mu.merfoR woman. LOCATION ` 4" SPLICE LOCATION SPLICE • LOCATION q" -- 4" --LOCATION 4" _ill�� i �E� ��E�'i �� INENEmi 0 } EXTERIOR WPM 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR Heed/SII 0•1 O. 2-TRACK SPLICE 2-TRACK SPLICE fin. Z-C HACK SPLICE LOCATE 0. 2-TRACK SPLICE 'rttlb 5 'C4'ANCHOR LOCATIONS 'Cr ANCHOR LOCATIONS 'G'ANCHOR LOCATIONS v 'CS'ANCHOR LOCATIONS " P4100k 7 (USE WHERE"C3"IS SPECIFIED) (USE WHERE•CS'IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION 4" LOCATION 4" 4.76" A MN E - .—_-.-.-..Mi.. _-� ilmt _moi c�� i ocs:_ i — - ate ___ �ww .: iMa Nimemmonnummimm PRODUCT REVISED EXTERIOR --4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR mum4" as/ding Cing with the Florida Building Code t-1 J•TRACKSPLICE 9-TRACK SPLICENOA-No. 17-0420.07 3-TRACK SPLICE 1 y 3-TRACK SPLICE 'C'ANCHOR LOCATIONS 'Cr ANCHOR LOCATIONS 'C{'ANCHOR LOCATIONS v 'CS'ANCHOR LOCATIONS (USE WFERE'Cr IS SPEC FED) (USE WHERE'Cr IS SPECIFIED) Expiration Date 04121/2021 (USE WHERE'C3'IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) By Morn--BeatiCreaForra SPLICE 4.75" SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION LOCATION A. 11. imiiiiiii IMIENNE--1111M-MME IIMMIMI-.1-11111.1.111M Ill mm� �I��r�- -= .i ��a �� _ - � �- IMEINIMIIINIEr 1111111111• 1_ ��-Isiiims--imoWsWiff milimmommora IIIIINNIIIM `0,IIII IIltr,, EXTERIOR •_ 4" EXTERIOR ---- 3.22" EXTERIOR ----.. 3.22" EXTERIOR 3.22" ss.„.. .,,‘.6 O$'LYN4, r. nn 4-TRACK SPLICE ANCHOR SPLICE ��-.LACE• i 4TRACK SAUCE V 4-TRACKSPUCE '� LICENSE•./ i 'C4'ANCHOR LOCATIONS 'Cr ANCHOR LOCATIONS 'CW ANCHOR LOCATIONS 'CW ANCHOR LOCATIONS (USE WHERE"Cr IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) (USE WHERE"Cr IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) .'•(n.„, " *;' No,58705 =t't'.'a etr•ick: NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ,�'"S,,NAL iEN`,',,' FIGURES PERTAIN TO THEFOLL0IMNOSPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLElON SHEETS. PEE 58706 0 3)TRACK-TO-TRACK I -1VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 DISTANCE IS 2.375" 2.376" I 2.375" ria,---, , } FOR ALL HEADS AND SILLS: : # ■ ANCHOR LOCATIONS Fa J ROSOWSKI I �• COPYRIGHT 02017 POT INOLI3IRIEs,INC. NO CHANGES THIS SHEET. 'Al 04/05/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RIGHTS RESERVED _ -�-_. HeedSitl 01 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR �� Jamb 7 N.9 NICE, 6 34275 p SGD-5470 I NTS i 16 OF 21 61 MD-5470.0 Ai A CERT.OF AUTIL F29293 • PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL C DOUBLE OUTSIDE BO' WSW 90' OUTSIDE 135' INSIDE 135' INTERLOCK ASTRAGAL TYPES SINGLE SINGLE MED LOCIanLE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER INTERIOR OR OUT IN �.�•� RECEIVER RECEIVER �--q EXTERIOR GLAZED DOUBLE — .0 .�q. _P�Fl7 ,p M LOCKSTILE 1=lev n w11 1 INTERLOCK INTERLOCK EK E F PP K L L TC TA ---151 TV TW J LOCKSTILE ©•.n..n....-GE ASTRAGAL OUT aM1 PmrM - ---SI � �{ DOUBLE INTERLOCK 8 H P A C C Sc SA SV SW SD INTERLOCK �--L'4--d INTERLOCK W IN IBM OM a0590 FIXEDRR R S S FC FD FV FW A KR°RLgK LOCKSTILE STILE RrcaxoVq prp W LOCKSTILE D M J J U ASTRAGAL ,...,.,SCI LOCKSTILE J W/HANDLE Off` LR T U DS DOUBLE K SINGLE Li --- W " 'IN"`BOX N T U (.1) AsTR U — CT CS CF ZRECEIVER Q ASTRAGAL a RECEIVER 1-11 AT AS DF O(j{,tg6• '�///� PRODUCT REVISED ASTRAGA _ " VS VF re comp)ying with the Florida 1 VV Building Code NOA-No. 17-0420.07 IN.135• ASERLI— WT WS WF Expiration Date 04/21/2021 RECENBr :Tam-Da Product Con oI LEFT RIGHT PANEL CC _ PANEL STILE ��-� STILE PANEL TYPE "F"SHOWN. PANEL NOTES: �.`N"'1/4,�0 `!.LYNNE,„ i 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. � LICEN ;Q '( 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE # VINYL SLIDING GLASS DOOR NOA(NI) M 10/05/15 ` *: No.58705 NOT AVAILABLE. i p =-0 :a yt- I PANEL TYPES 1$ J ROSOWSKI ,700'•, eq `r'•'� 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 80'. a .t� (vim OOPYRIGHT02017 POTINDUSTRIES.INC. .1 NO CHANGES THIS SHEET. 'IA 04/05/17 .1:-..,71/49..".•F(ORIOP•.•'', 1 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH ALL RIGHTS RESERVED - ---- //%9/ — i,`S'/pNpL��1�0.� TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DR iIi — /i///I i 1I i 11111 N.VENICE,FL 34275 1 (941)-480-1900 I SGD-5470 1 NTS 1 17 OF 21 I/ MD-5470.0 1'4 f A A.LYNN MLLER,P.E. • P.E.8 58708 I ..-.__ CERT,OF AVM#26285 , F• 5.875 10.635 1Lar .550 �1 �1 .782 Imo'-t_s A L' 'LS _.100--_ 500 *25 0® 1.812 ICD _. 1.681 r 062 � J �[ .100-1 L IA /( � tJ i FRAME SCREW 301 INTERLOCK CAP, 2 TRACK HEAD/JAMB ©4 TRACK SILL COVER(PVC) ®ANCHOR PLATE O TRACK INSERT 10 EXTENDED POCKET 5.178 1.000 252 .231 .060 2.060 100-+-+ 8.250 1 8.250 °1 1.435 j�-.1 f F_1.813 .080-LS 100- 11-1 949 1.983 Or ]]T�� }Ir 8 .100 J D A 3 ,[e7�LT--___,� 1 11 BOTTOM RAIL Z OUTER SILL 13 TRACK 1 P-HOOK ADAPTOR O8 P HOOK O 3 TRACK HF .060 EAD/JAMB `J 3 TRACK SILL O SUPPORT O COVER O COVER © 094 .125 540 291 .061 .229 -+--2.976-1� tI 2.1411i I 10.625 "1 6.876 yC1 .826 540 .5 r , 3.000 4f 2i-U--�+n� 075 r } 1:08 LLL 3 bi- 100- L 81 .SII+ .082 11 - rrirE7iffifiririr F--g--.082 �� -329 n19PER EXTENDED ®KEEPERBAR GOVER61 MENT BAR REINFORCEMENT j FIXED PANEL CLIP ®REINFORCEMENT Q 4 TRACK HEAD/JAMB 0 2 TRACK SILL r•---2.838--.-1 1.670 F1-- 1'626 -�•I 1.595 I+- -� 1.595 I"r- 7-_ _- .309 +-2.696 .080 r j-1 l 1 3.4783 I-.-,125 2.073 Ogg D70 076 4.635 F2.5117 4.279 -,100 2.833 2.368 Lii] +•768 .400 2.788 2.07 .312I 2.2101090 '2.116 J I 1l L 300 -1 I •�J y ®INTERIOR JAMB COVER L� L--..-11-.--.168 ' I�2 710 1 PRODUCT REVISED .110 I-+ .182 .120 -.-II-.-.182 120 `I Fes2.291 .100 .-�,t_� 1'875 es complying with the Florida ,,,�� INTERLOCK.400 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE,TOP Building Code ®AND STILE l`J AND STILE ©REINFORCEMENT, REINFORCEMENT, REINFORCEMENT ®INTERLOCK ADAPTER 0 ADAPTER Q ASTRAGAL ADD-ON ®AND BOTTOM RAIL NOA-No. 17-0420.07 I REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date04/21/2021 REINFORCEMENT j 3.326 3.345 By 1 3.452 1 NOTES: Miami-O.•"'roducf Control 1.472 I919 1)SEE SHEET 4 FOR .125-7 3.209 ni .060 3.713 080 hir SILL RISERS. 1263.345 •060 2.176 .048 1.500 3.247 II 2)SEE SHEET 20 .070ME 1 I. .919 FOR SCREEN PARTS. .300 1.170 135°CORNER 135°CORNER 135°CORNER 135'CORNER 90°CORNER 90'CORNER 90°CORNER 3)ALL DIMENSIONS ASTRAGAL A-A135° MOUNT ASTRAGAL CAP, ®ASTRAGAL CAP, ®ASTRAGAL ASTRAGAL CAP. 41 ASTRAGAL CAP, IN INCHES. ` 4��l i I I i l t �� EXTERIOR INTERIOR EXTERIOR INTERIOR N� Y LY 1 •UCENS t'!'. 210 .252-h --•-i- - _ 1 No.5870 J M VINYL SLIDING GLASS DOOR NOA(NI) i 10/05/15 - * 58705 : V. 1.261 r__,___ p --0 : 4� g EXTRUSIONS IS J ROSOWSKI 70 s� '3�4/z._ ®1-1H8"' ®1-1/16° I cwrenerexm7 POTN)UsrwES NC I NO CHANGES THIS SHEET. 11 04/05/17 '', 5'...'.4ORIDP,.••' BEVELED BEAD OGEE BEAD ALL RIGHTS RESERVED1070 TECHNOLOGY DR $ kl '''-S,0NAL IeNG\�� N.VENICE,FL 34275 __ (941)480-1600 ISGD-5470 j NTS 1 18 OF 21 b MD-5470.0 A/ A A.LYNN FALLER.P.E. L___ CERT.OF AU I H.1292u9 P.E1t 58705 • • 1)INSTALL / 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD `►. INTO FRAME JAMB CLIP IMO % ATTACHMENT /' ,J CLIP ANCHOR &SUBSTRATE, j 1 HEADER ASSEMBLY �� TYPE AS USED PANEL f USING 4 INSTALL ONE BLOCK AT ► Q ► IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK ( ANCHORS,SEE AT ASTRAGAL,INSTALL t'► 1.... ► f TABLE A,SHEET i 1'7', ; '47(4, l aTABLE 1 ONE BLOCK THAT �� II ) 013.1"SMS / \•. r (3)#8X 1.5'SMS /IN SPANS BOTH PANELS. #..' \� '....i ,A, Oo 1"SMS 0 q _ ` I r 1.10 X71471 -,41 FIXED PANEL CLIP \ , , I1 '( FIXED O — I1 INSTALL ONE CLIP AT THE l i qii's (2)1/4" i©PANEL MIDSPAN OF EACH FIXED X 2-114"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. #8X1"m \ / �- SMS / 21 BAR COVER _ � / (4)#10 X2"SMSW I ii� Q REINF.BAR 1` `''''''''''''''''''' 'N. l 011/ ae� ill ��' a�__�1-1/4'SMS °ia i \ ♦ 1 KEEPER ;y0 �/ r1 ( 1LU Ljr_i-iii ► .---( / 0 \\\ (4)THRU KEEPER MAX ��....,''- \�`-..•-\ IV O.C,SEE SHEET 19 us c �� JAMB TO KEEPER TO JAMB E'0 SILL ASSEMBLY \ o r ATTACHMENT 11--StS11[111111 \ I j LOCKING JAMB L Florida ` / PRODUCT REVISED —" REINFORCEMENT PLATE .p cemPlylp with the ��❑O NOA-No. o Code \ NOA- 17-0420.07 ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK �� T ( Expiration Date 04/21/2021 34-1/2"MAX O.C. OXXX SHOWN \ KEEPER__ r:I r--1 1 Z 6Myipml-Dad roduct Control �� 2"SMS INTERLOCK ------------- % INTERIOR CLIP COVER _--- �� •j �,1 NOTES EXTERIOR l INTERLOCK \ �REINF.PLATE 21)SEE SHEETS 11-18 FOR ANCHOR LOCATION 8 SDETAILS APPLY TO 2,3 AND 4 TRACK SP CIING. �‘‘`�t,N(1LYAW /1, BOTTOM RAIL #10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ,.:,:s` S' ,OO•.ICE.4/4(�': SUPPORT0 `.., �2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. = '' N F ''•��i (2)#10 X 1'SMS I / �1 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 * °'�� THROUGH SUPPORT,0 ' 1 ,/ r D i *- INTO PANEL < PANEL ACCESSORIES INSTALLATION J • ROSOWSKI =70 #lox E-_33 7 (°t. Il-..'a; as ASSEMBLY es...?,,.... TEd� �� INTERLOCK SILL RETAINER 1-1/2"SMS ALL PANEL CORNERS COPYRIGHr02017 POT WOUSTRIE9.NC. A CORRECTED#98 i! 04/05/17 ;Fs'..4"0)q,Dl.,.•'�--,- CLIP ATTACHMENT WELDED,NO ASSEMBLY AU.RIGHTS RESERVED S NAL E G INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS 1 N. TECHNOLOGY FL 5D ��- �i��l I I I 1 1 I I IN`�� N.VENICE,FL 34275 (941)-480-1800 /SGD-5470 I NTS 1 19 OF 21 1/ MD-5470.0 ii A A.LYNN MILLER,P.E. _ CERT.OF AUTH.024266 P.E.X 68705 I BOX SCREEN DETAILS: ❑JIB STANDARD SCREEN DETAILS: 0•-0•- 6 © 0 C CID 0-0•0 411), 49 118 C -- f_J ., — ?' ,. HORIZONTAL SECTION EXAMPLE HORIZONTAL SECTION 7 iII F i i 1 EXAMPLE ® 1 • —I.or ,, 0.... , �" tion .° NC . !, ...,,a, ., . ,,,,v 1 0 .J., ___ _„ . Q O• Q 11'LI0 r .� HORIZONTAL SECTION EXAMPLE immiire az HORIZONTAL SECTION r ,� ® 1.081 i 1.081 EXAMPLE -t r'� I 1.202 1---•,-...-1_j 1.778 1.778 �,,035 ___f A 876 r- 876 ii I 1.020 f+ ill 050 .+.—.050 .045��I SCREEN SCREEN 1�SCREEN OXO 1.7.3_.J371 993 1893 1 874 FRAME SIDE RAIL, ASTRAGAL RAIL LATCH ADAPTER jL LPRODUCT REVISED --SII-.—.062 982 .062 as complying with the Florida BOX SCREEN BOX SCREEN BOX SCREEN }}..y� Building Code 10oTOPRAIL ®BOTTOM RAIL SIDE RAIL f.--1 r-.—.726 + 435 1--- Expiration 17-0420.07 ® 7165 7'62 I I Expiration Data 4/21/2021 1u 1.020 1---.- 1.593 1.373 0 .--1---.---.--1---.----040 1130 r— ® .062 Minim Da tm 2 r O. Q F-7- ----. 133 0� a' 1zs ASTRAGALNYL SCREEN ILL 1.872 ® � 0-0-0 ADAPTER ADD-ON OR 11 .055 1.833 ® , o E 1 .062 --.:-I If.372 �_ �O 0 \\s I_s�\\\f�r,- 1BOX CrtJ BAOSXO SCREEN d�1 '' •0�SCREEN oSNAPEN\\ \ INTERLOCK SNAP-ON ASTRAGAL VERTICAL ION BUG FLAP ADAPTER VERTICAL SECTION ``��QNY'LY/yN III �,, EXAEXAMPLE NOTES: �` ocENy� "...•�� -1.306 1)ALL DIMENSIONS IN INCHES. --y 1.343 C-- -.055 "I 1.487 C— _ 1.487 0::::: ss DOOR NOA(NI) ( 1ajj 1. 060 LS 1S J ROSOWSKI �O ��.:'BOXSCREEN �IBOXSCREEN ( BOXSCREENHEAD C06�ASTRAGAL SILL ADD-ON V.."/AND JAMB ADD-ON COPYRIGHT oml7 POT INOusrnIES.INC. I NO CHANGES THIS SHEET. ell 04/05/17 'i i5 0RIDP,...,-''''�4�� ADAPTER 1070 TECHNOLOGY ALL REDR �� D �11ONALIEte�,•' N.VENICE,FL 34275 (941)-480-16000 jSOD-5470 1 NTS 1 20 OF 21 h MD-5470.0 lig'A A.LYNN NLLER,Pt. CERT.OF AVM.ROM RE*68706 • TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # Part# Description Material 1 19001 2-Track HeadlJemb Rigid PVC 40 19081 90'Comer Astragal Cap-Ext. Rigid PVC 100 12266 Bar.Screen Too Rail 606315 Al ' 2 ' 19002 2-/tack SRI Rigid PVC 41 19082 90'Comer Astragal Cap-Int. Rigid PVC 101 12257 Box Screen Bdtcm Rail 6063 TS A 3 19025 3-Track Head/Jamb Rigid PVC 42 19065 SIN Riser-(2-1/2") 6063-18 Alum. 102 12268 Box Scree,Side Rail 6063 T6 Al 4 19028 3-Track Sill Rigid PVC 43 19022A Sill Riser-(3-1/2") 6063-T6 Alum. 103 84428 BOO Screen interice3 6063 T8 Al 5 19027 4-Track Head/Jamb Frigid PVC 44 19023A SIR Riser-(4-1/18") 808378 Alum. 104 17347A Boot Screen Snapon Bug Flap 806318 Al 6 19028 '4-Track SIR Rigid PVC 45 19024A 8111 Riser-(45/8') 6083.18 Alum. 105 54346 Box Screen OX0 Astragal Adapter 5083 T6 Al 7 19009 Frame Screw Coeer Rigid PVC 50 716809W .187"x.320'Finseel(Stile) 106 17349 Boot Screen Ashegel Adapter 6063 75 Al 8 19031 Anchor Plate 8063-18 Alum. 51 71695K 1-1/2"x 1'x 3/4'Fin Seal Dust Plug 107 19039 Box Screen Frame SO Add-on 606376 Al 9 ' 19007 Track Insert 13063-18 Alum. 52 71896 Dust Plug 108 19036 Box Screen Heed'Jamb Add-cn 606346 Al 10 19084 interlock Cap-Extended Pocket Rigid PVC 80 419041 Interlock CBp Cover PVC 105 720X1X *1420 x 1"MS a Top Rail 55 11 19038 Bottom Rall Support 6063-TBAlum. 81 78153X Tandem Roller Assembly SS 110 720X112X #14-20 x 1.117 MS g Bcticm Rail 5-5 _ 12 19008A Outer SRI Cover 8083-T8 Alum. 82 7816314 Tandem Rolla Assembly Nylon 111 71793G Welp...270"x.15G'-Fin Seer 13 19011 Sill Track Cover Rigid PVC 83 78006FPTX #8 x 3/4'Ph.FH SMS 0 Roller 8 Reit 8S 112 61806K Welp,.157'x.500'a Bug Flap 17 19032 P-Hook Adapter 8083-78 Alum. 64 419042 Frame Header Block Nylon 113 7SRAZ Standard Roller Nylon 18 19020 P-Hook 8063-T6 Alum. 66 48062 Roller Adj.Hole Plug PVC 114 7SR42( HDRoller 8S 19 19047M Extended Keeper 0063-Te Alum. Be 44385 4 Hole Bumper Stop PVC 116 \encs Screen Lccking Hardware Steel 20 19029M Keeper 606348 Alum. 87 76X114FPTX #8 x 1-1/4"Ph.FH SMS®Bumper Stop 33 116 416063 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rigid PVC 68 716986 Sill Plug PVC 117 78XIPPA #Bx 1'Ph.P14 SMS Steal 22 19030 Reinforcement Bar 8005-T5 Alum. 69 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 118 1892/3/4 Screen Spline-.160"8.165" 1Myl 23 1903714 Fixed Panel Clip 6063-T6 Alum. 70 71032X1 FPFX 10-32 x 1"Ph.FH MS g Look S3 119 1818C20 Screen Cloth Fite+glass i 24 19035M Reinforcement Plate 6063-76 Alum. 71 %arlee Handle Kit Cast Zinc TABLE E:STANDARD SCREEN 25 19017M_ Top Rei,Bottom Rail end Lockstile 6005-75 Alum. 75 Kommerling 4SG TPS Spacer System # Part* Description Material 28 19048 Reinforcement Composite 78 Quanex Super Spacer nXT with Hot Melt Butyl See Sheet 10 for 120 12033 Screen Frame Reil 8063 T5 Al 27 1801814 Interlock.300 Reinforcement,Std. 600545 Alum. 77 Quanex Duraseal Materiels 121 12028A Semen Frame-Side Rall(Latch) 6063 T5 Al 28 1901314 Interlock.400 Reinforcement, _HD 6005-T5 Alum. 78 Cardinal)L Edge Spacer 122 17383 Screen OXO Astragal Adapter 6063 T6 Al 29 19019M Astragal Reinforcement 8005-15 Alum. 79 Dow Coming 995 or GE-7100 Backbeddding Silicone 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 Extended Pocket Interlock Adaptor 8063-TB Alum. 82 19044 1-1/16'Beveled Bead Rigid PVC 124 190128 Frame Sill Screen Add-on 8083 713 AI 31 19005 Interlock Adaptor Rigid PVC 83 19045 1-1/16'Ogee Bead Rigid PVC 125 8FP95K Bug Flap,85+/-5 duro. Vinyl 32 19008 Astragal Add-on Rigid PVC Be 71726K Setting Block 1"x 4'x 1/18',85+/-5 dura. Neoprene 128 78X112P3AT5 #8 x 1.1/2'Ph.PH SMS(Aeeamdy) SS 33 19004 Panel Stile,Top/Bottom Rel Rigid PVC 90 781PSTX #8 x 1'Ph.PH SMS 0 Frame Assembly SS 127 712027 Corner Key Wheel Assembly(Standard) Nylon 34 19040 interior Jamb Cover 8063-TS Alum. 91 78X114PHPT410X #8 x 1-1/4'Ph.PH SMS G Rein!Bar SS 128 77202733 Comer Key Wheel Assembly(HD) SS 35 19076 135'Corner Astragal 8063-Te Alum. 92 710X1PHPT18-8X #10 x 1'Ph.PH SMS 0 Rail Support SB 129 amiss Screen Locking Hardware Steel 36 19077 135'Comer Astragal Passhe Mount 606378 Alum. 93 710X115PPX #10 x 1-1/7 Ph.PH SMS 0 Fxd.Pnl.Glp SS 130 710X31PPSDAX #10 z 9/4'Ph.PH SMS 0 Screen AM. SS 37 19079 135'Comer Astragal Cep-Ext. Rigid PVC 94 7102.5PHPT18.8X #10 x 2-1/2'Ph.PH SMS®Reim Plate/Act. 33 131 78X12PPSMSX #8 x 1/2'Ph.PH SMS®Door Aat. SS 38 19080 135'Corner Astragal Cap-Int. Rigid PVC 96 7142022.25FPFX #12 x 2-1/4"Ph.PH SMS 0 Hdr.Block SS 132 1892/3/4 Screen Spline-.146' Vinyl 39 19078 90'Corner Astragal 6063-713 Alum. 98 710X1.75PPX #10 x 1-3/4'Ph.FH SMS 0Ast.Mount S9 133 1818020 Screen Cloth Rbergleee 97 710)D4PPX #10 x 3/4'Ph.PH SMS 2 Ext.PM.Int. SS 98 710X2PPX #10 x 2"Ph.FH SMS 02 Keeper SS PRODUCT REVISED I as complying with the Florida \\\\tlVlliiir�r Building Code �� ONY LYNN ''i. NOA-No. 17-0420.07 ;� �� "" ,i Expiration Date 04/21/2021 ? EN.i '-\ tv A VINYL SLIDING GLASS DOOR NOA(NI) 1 10/05/15 BY _ * 140.58705 :Miami-Dade oduct Controlrye; ® PARTS LISTS J ROSOWSKI 700'% F} •�` COPYRIGHT 12 2017 POT INDUSTRIES.INC. i NO CHANGES THIS SHEET. 4i 04/05/17 ';�' F RIDE,.••• �' _ ALL RIGHTS RESERVED iVIS �'1\�� NOTES: 1070 TECHNOLOGY DR i H ''';'°A/AL i�N\�`N 1)ITEMS#14-16,46-49,5359,72-74,80,81,84,85,87-89,98&99 ARE NOT N.VENICE,FL 34275 _ USED AND ARE NOT PART OF THIS APPROVAL. (941)-480-1600 I SGD-5470 1 NTS 1 21 OF 21 1 i MD-5470.0 i i A A LYNN MILLER,P.E. CERT.OF AUTH.WOWSP.E.e 58706