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WS-14-2580Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223851 Permit Number: WS -11-14-2580 Scheduled Inspection Date: January 20, 2015 Permit Type: Windows/Shutters Inspector. Rodriguez, Jorge Inspection Type: Final Owner: WEISMANTLE, LOIS Work Classification: Door Replacement Job Address: 640 NE 101 Street Miami Shores, FL 33138-2468 Phone Number (305)467-5342 Parcel Number 1132060172090 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 comments REPLACING 4 DOORS WITH IMPACT INSPECTOR COMMENTS False January 16, 2015 For Inspections please call: (305)762-4949 Page 10 of 32 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 16, 2015 For Inspections please call: (305)762-4949 Page 10 of 32 '.�l . N. �� 2�o�(l BUILDING PERMIT APPLICATION Miami Shol-es Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS NOV 2 42014 Master Permit NoA L) ES L-2 S,90 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: (9"(U � 101 -�' t- 3 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ( I - -3 2-0Q., > 0 1_71 • k) 5 U Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: f�OS • -)SI. X0 Address: L n 14 r) &A City: "�cui.-LA State: Tenant/Lessee Name: Phone#: S 1- DL Z Email: CONTRACTOR: Company Name:A&,�>C)C-• Phone#: iS`t�1ctZ° t� i l S Address: !�C )- 7L ("(�. �' ' b � C. City: C'- 0 Stater Zip: Qualifier Name: L)-,�tJl ft-'-( -f. �-JU k -t -' t Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: of Competency #: -B Zip: Value of Work for this Permit: $ �1a Square/Linear Footage of Work: Type of Work: ❑ p4dition ❑ Alteration ❑ New U3 Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ ® - 0V CCF $ CO/CC $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ _ TOTAL FEE NOW DUE $ q a 2 , GCD Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... 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 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. 4 a Signatur )� OWNER or AGENT The foregoing instrument was acknowledged before me this day of 6IL- )C--) ,,i , 20 "- r , by ___,who is personally known to me or who has produced. as identification and who did take an oath. NOTARY PUBLIC-:-" ,, Sign: — - - Print: i '0k c. l 1 Seal: �� C iuuqs ir- P SFS' 23 �2Dii APPROVED BY �- i l I L3P4 Plans Examiner Signature lk77 VA CONTRACTOR The foregoing instrument was acknowledged before me this -21 day of KD bu 120 1' - by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC as Structural Review (Revised02/24/2014) Zoning Clerk Summary Report Property Information Folio: 11-3206-017-2090 Property Address: 640 NE 101 ST Owner JOHN GRUNDHAUSER LOIS WEISMANTLE Mailing Address 640 NE 101 ST MIAMI SHORES, FL 33138-2468 Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY :1 UNIT Beds I Baths I Half 3/2/0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,756 Sq.Ft Lot Size 13,250 Sq.Ft Year Built 1956 Assessment Information Year 2014 2013 2012 Land Value $277,812 $244,475 $191,691 Building Value $256,973 $257,205 $288,037 XF Value $12,666 $12,666 $15,797 Market Value $547,451 $514,346 $495,525 Assessed Value $317,449 $312,758 $307,530 Benefits Information Previous 2014 Benefit Type 2014 2013 2012 Save Our Homes Assessment $230,002 $201,588 $187,995 Cap Reduction Taxable Value 1 $292,4491 $287,7581 $282,530 City Exemption Value $50,000$50,000 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Taxable Value $267,449 $262,758 $257,530 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). 2008 and prior year sales; Qual by Short Legal Description AMD PL MIAMI SHORES SEC 4 PB 15-14 LOT 3-4 & E112 OF 5 BLK 103 LOT SIZE 125.000 X 106 OR 17365-3901 09961 Generated On: 9/29/2014 Taxable Value Information Previous 2014 20131 2012 County Exemption Value $50,0001 $50,000 $50,000 Taxable Value $267,4491 $262,7581 $257,530 School Board Exemption Value $25,0001 $25,0001 $25.000 Taxable Value 1 $292,4491 $287,7581 $282,530 City Exemption Value $50,000$50,000 $254,600 $50,000 Taxable Value $267,449 $262,758 $257,530 Regional Exemption Value $50,000 $50,W01 $50,000 Taxable Value $267,449 $262,758 $257,530 Sales Information Previous Prig OR Book- Qualification Description Sale Page 08/01/2003 $0 21606-2480 Qual by exam of deed 2008 and prior year sales; Qual by 09/01/1996 $254,600 17365-3901 exam of deed 06/01/1994 $182,000 16454-4265 2008 and prior year sales; Qual by exam of deed 2008 and prior year sales; Qual by 08/01/1983 $220,000 118941501 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfiinib/disdaimer.asp http://www.miamidade.gov/propertysearch/ 9/29/2014 \hj5l s -2 _ NOV 24 2014 a s 4 4 n SpadaBy.pm ,Yak - n 5 18B88W30Aranaa.saRe9a0 .a �® lRl*QL-- ---- p a Be L11� R OOBa17 2 1 170 170 F IRI*Ct UM L=qh' ICloft a wTm1 on Ore nmen root And anan aot emeed a•. a User sh"d zow ftumannd 5l oT 1 ofiftorM+Root 40%of toaJ eminot Oma -0' V(Dgo 178 MGFBC8sH%lMwF4263.1a idtCato®ay SaKd B Tab1o1S•l.pa8a2 C 6.7 80%, aoan a area !s to ba 1n:wre Area otOm ;.- ffmNsdonable be 10 . 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I y— , r , I' .• e 0 c .. N Florida 13WIdirg Code Offim IN Dqatzet. Teri sm Hon* I Login user momrawn Hot Topim 3USInessA"'_. Product Approval lrofessio'Ra (AUSMI PUNC NIM Rei'�ultbp . bttp:/Iwww.floridabuRding.org/pr/pzappjd.aspeparatw-=wGEVX( Submit Surcharge 1 State &Facts Pabkamns PBC stw ecis Ste '480 links santh E"-'tAMMY81 MeMI >EMdUaALApjfiQVRn sea > Awkatipr > out" Iwil AN= FL FL14991 4 Application Type New Code Version 2010 Application Stews prove U*by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Therma-Tru Corporation Address/PhonWErnall 118 Industrial -Drive Edgerton, OH 43517 (419) 298-1740 rfdcw@rwbidgconsultants.com Authorized Signature Vivian Wright rickwOrwbidgeonsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Addrem/Phorm/Emall Category (:Exterior Doors Subcategory Swinging Exberlor Door Asssemmibbiles Compliance Method Certification Mark —or Listing Certiftcation Agency National Accreditation & Management Institute, Validated By Ryan I King, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E1300 2004 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 11/14/2011 Data Validated 03/26/2012 Date Pending FBC Approval 1 ^.F S I'111'IMAIn In.'1'7 Florida Building Code Online http://www.floridabuildin&org(pr/pr appdtl.aspx?para�wGEvx< Date Appy 04/06/2012 Summary of ProdHqjr Fl. Model, Plumber or Dame Description i 14991.1 a. "Traditions" 3'0 x 6'8 "Impact" Steel Single Door - Inswing or 0utswing (X Configuration) Limits of use Certlflcatlon Agency Certificate Approved for use In HVHZ: Yes I ELL4991 RO C CAC 14991.1 NAMI Certodf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes i 03/3112016 Design Pressure: N/A installation Instructions Other: See INST 14991.1 for Design Pressure Ratings,1 FL14991 _RO II INST 14991.i.odf any additional use limitations, Installation instructions and ; Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note - Glazing meets ASTM I Created by Independent Third Party: Yes E1300-04) j Evaluation Reports FL14991 RO AE EVAL 14991.1.odf Created by Independent Third Party: Yes 14991.2 b. "Traditions" 3'0 x 68 "Impact" Steel Single Door with Sidelfte - Inswing or Outodrig (XO or OX Configurations) Umlts of use Certlflcatlon Agency Certificate Approved for use In HVHZ Yes FL14991 RO C CAC 14991.2 NAM Certo Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resisterm Yes 03/31/2016 Design Pressure: N/A installation Znstructlons s Outer: See INST 14991.2 for Design Pressure Ratings, FL14921 RO 11 INST 14991.2.odf any additional use limitations, installation Instructions and Verified By: Lyndon F. Schrrddt, P.E. 43409 product particulars. (Note - Glazing meets ASTM €[ Created by Independent Third Party: Yes E1300-04) Evaluation Reports FL14M RO AE EVAL 14991.2.odf Created by Independent Third Party: Yes 14991.3 c. "Traditions` 3'0 x 6'8 "Impact" Steel Single Door with Sidelites-'Ifnswing or OutsMng (OXO Configuration) Limits of use Certification Agency Certificate I Approved for use In HVHZ: Yes X4991 R0 C 14991.3 NAM Cert,odf 13 Approved for use outside HVHZ: Yes . Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 14991.3 for Design Pressure Ratings, M14991 RD II INST 14991.3.odf any additlonai use limitations, Installation instructions and Verified By: Lyndon F Schmidt, P.E. 43409 i product particulars. (Note - Glazing meets ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL14991 RO AE EVAL14991.3.a i Created by Independent IN rd Party: Yes 14991.4 d. "Traditions" 610 x 618 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration) Umlts of use Certification Agency Certificate Approved for use in HVHZ: Yes FL14991 RO C CAC 14991.4 NAM Cert. Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 03/31/2016 Design Pressure: NIA Installation Instructions Other: See INST 14991.4 for Design Pressure Ratings, FL14991 RO 11 INST 14991.4.odf any additional use limitations, Installation instructions and Verified By: Lyndon F Schmidt, P.E. 43409 product particulars.(Note - Glazing meets ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL14991 RO AE EVAL 14991.4.01' j Created by Independent Thi rd Party: Yes 14991.5 e. "Traditions" 6'0 x 6`8 "Impact" Steel Double Door with Sidelttes - inswing or OutsvAng (OXXO Conflgwation)conflgurations i up to 80 in height) ' t Limits of use Cortificatior Agency Certificate Approved for use in IiVHZ: Yes FL14991 RO C CAC 14991.5 NAME Approved for use outside HVHL, Yes Quality Assurance Contract Expiration Date ! i rmpact Resistant: Yes 03/31/2016 ! I Design Pressure: N/A Installation Instructions Other: See MST 14991.5 for Design Pressure Ratings, FL14991 RO II INST 14991.5.odf 1 any additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 i product particulars.(Note - Glazing meets ASTM E1300-04) i Created by Independent Third Party: Yes ? nfi 117.97 Florida Bi ildzngCode online bite://www floridabuildi orglPr/Px aPP_�•asA�araui=wGE�7X( Evaluation Reports FLL4991 RO AE EVAL 14991.5.pdf Created by Independent Third Party: Yes 14991.6 f. "Profiles° 3'0 x 6'8 °Impact° Steel Single Door - Inswing or Oufisving (X Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL14991 RO C CAC 1491.6 NAMI Cert.txif Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date LnPact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation instructions Other. See INST 14991.6 for Design Pressure Ratings, FL14991 RO II Inst 14991.6.odf any additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 € ( product particulars.(Note - Glazing meets ASTM E1300-04) Created by Independent Third Party: Yes S Evaluation Reports rL14991 RO AE EVAL 14991.6.odf Created by Independent Third Party: Yes 14991.7g. °Plee 310 x 618 "Impact° Steel Single Door with Sldelite - Inswing or Outsving (XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes EU4221 RO C CAC 14991.7 NAM Cer Ll2df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant; Yes• 03/31/2016 Design Pressure: N/A ; Installation Instructions Other. See INST 14991.7 for Design Pressure Ratings, # F RO II Inst 14991.7.pdf any additional use limitations, Installation instructions and Verifted,By: Lyndon F. Schmidt, P.E. 43409 Product particuiars.(Note - Glazing meets ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL14991 Created by Independent Third Party: Yes 14991.8 h. "Pr les" f 310 x 6'8 "Impact" Steel Single Door with 6ldelites- Inswing or Outswing (OXQ Configuration) Limits of Use; Certification Agency Certificate Approved for use In HVHM Yes FL14991 RO C CAC 14991.8 NAM Cert.ndf Approved for use, outside HVHZ: Yes ! Qualify Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A t�t Installation Instructions Other. See INST 14991.6 for Design Pressure Ratings, i FL14991 RO II Inst 14991.8.pi# any additional use limitations, Installation Instructions and t Verified By: Lyndon F. Schmidt, P.E. 43409 product partiwiars.(Note - blazing meets ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL14991_RO_ AE EVAL 14991.8.pdf - _ . Cr -Bated -by adependent-TWrdPacty.:.YeS-• 14991.9 I. "Profiles" 610 x 6'8 "Impact" Steel Rouble Door - Inswing or OutsMng (XX Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL14991 RO C CAC 14991.9 NACU Cert.adf Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A 1 Installation Instructions Other. See INST 14991.9 for Design Pressure Ratings, FL14991 RO II Inst 1411,9.2ff any additional use limitations, installation instructions and ti Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars.(Note - Glazing meets ASTM E1300-04) ' Created by Independent Third Party: Yes Evaluation Reports ! FL14991 RO AE F -VA ,x,4991.9 i Created by Independent Third Party: Yes 14991.10 J. "Profiles" 6'0 x 6'8 "Impact" Steel Double Door with Sideiltes - Inswing or Outswtng (OXXO Configuration) Limits of use Certification Agency Certificate Approved for use In WHIM Yes ! FL14991 110 C CAC 14991.10 NAMI Cert Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Yrnp"a---tc ii-esista' r""� Yes 03%3i�t)tfi � Design Pressure: N/A Installation Instructions Other. See INST 14991.10 for Design Pressure Ratings, , FL14991-RO II Inst 14991.I0.tadf any additional use limitations, Installation instructions and' Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars.(Note - Glazing meets ASTM E1300-04) ! Created by Independent Third Party: Yes Evaluation Reports EL14991_ RO AE EVAL 14991.10.g!_df Created by Independent Third Party: Yes 3 nf5 Y1n1»m1) 11)•17 Florida. Building Code Online litp://www.floridabuilding.m*pr/pz app dti.aspx?param=wGEVX( 14991.11 k "Profiles° 310 x 84) "Impact" Steel Single Door - Inswing or Outswing (X Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes ! FL14991 RO C CAC 14991.11 NAMI cartpdf Approved for use ou[gide HVHZYes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 14991.11 for Design Pressure Ratings, FL14291_RO 11_Inst 14991.11.pdf any additional use limitations, installation instructions and ; Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars.(Note - Glazing MeatsASTM E1300-04) Created by Independent Third Party: Yes j ( Evaluation Reports I I FL14991 ROAE NAL 14991.11;�f � I Created by Independent Third Party: Yes 14991.12 I. "Profiles" X0 x 8V "Impact Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) Limits of Use Certification Agency Certificate Approved far use in HVHZ: Yes 1114991. RO C CAC 14221 12 NAMI Cert.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other. See INST 14991.12 for Design Pressure Ratings, B 4991 RO 11 Inst 14991.12,Dff any additional use limitations, installation Instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 Product particulars.(Note - Glazing meets ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports 0AE_WA-J-4991.:L2.pdf Created by Independent Third Party: Yes 14991.13 in. "Profiles' 3'0 x 8'0 'Impact" Steel Single Door with Sidelites- Inswing or Outswing (OXO CDnfigurabon) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FU4991 RO C CAC 14991 13 NAMI Cert Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date 'Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other. See INST 14991.13 for Design Pressure Ratings, FL14991 RO 11 Inst 14991,13.odf any additional use limitations, Installation Instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars.(Note - Glazing meets ASTM E1300-04) Created by Independent 'Third Party: Yes Evaluation Reports EU4991 RO AE iVAL 14991.13.gg. Created by Independent Third Party: Yes 14991.14n. "Profiles' 6'0 x 8'0 'Impact" Steel Double Door - Inswing or Outswing Limits of Use Certification Agency Certificate Approved for dse in HVHZ: Yes FL14991 RC O C Q 1499114 NAMI Certgdf Approved for use outside HVHZ. Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure N/A Installation Instructions Other. See INST 14991.14 for Design Pressure Ratings, FL14991 R0 11 Inst 14991 14 IDdF any additional use limitations, installation Instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars.(Note - Glazing meets ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL14991 RO AE ENAL 14991 14 Created by Independent Third Patty: Yes 14991.15 o. "Profiles" 610 x 8'0 "Impact" Steel Double Door with Sldelltes - Liswing or Out 6"Mng (OXXO Configuration) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14991 RO C CAC 14991 15 NAMI Cert Approved far use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03131/2016 Design Pressure: N/A Installation Instructions Other. See INST 14991.15 For Design Pressure Ratings, FL14991 R0 11 Inst 14991.15.Odf any additional. use limitations, installation instructions and. Verified. Byt t-yndon• F Schmidt, Pk• 43409• product particulars.(Note - Glazing meets ASTM 171300-04) Created by Independent Third Party: Yes Evaluation Reports i FU4991 RO AE EVAL 14991.15.ndP Created by Independent Third Party: Yes A of S tn��n�nntn tin.n•s� Florida Building Code Online bttp://www. flondabmldmg.org/pr/pr app_d .aspx?param =WGEVX< :: 19M. North Monroe Street Ta ba sim FL 323" phone: 850-487-1824 The State of Florida is an ANIM mnpinyac rapydght 2007-2010 Sim of Ftx81a.:: armecv ftta lent :: Under Florida law, emal addresses are pubk records. If you do not want your e -mal address reieeaed in response to a pub& -records request, do not send electronic mal to this ent ty- bMead, CD I the orca by phone or by traditional mel. If you have any questions, please On I 1 850.4871395. *Pmsaam to SaUlon 455275(1), Florida Statutes, OgMCUee OUober1, 2012, konsees kensed under Chaptr455, FS, must provide the oapartment with an aural address l'tl" have One. The ema% provided may be used dor of kM cammun cation with the lamSee. However emal addresses are publk record. 8 you do not wish to supply a Personal address, please provide the DepIrtmer¢ wdth an emal address which carr be me& aval$bde to the P01t. To date m[ne 8 you are a kensee under Chapter 455, FS, please click Jam,. ProductAppirovalA*04d . WIMEERM :.r. urlt4".:.. 15; '-' G niS snrsnrnnsn sn_nn: R W R W Building C®nsu.ltants, Inc. B Consulting and EngineerWi; Services for the Building Industry C P.O. Boa nO Wrico. FL 33595 Pine 813.6599197 MOlida B=d ofProrrssionel E*n=sCerdicate ofAuthorimtion No. 9813 Product Test Standard ETC 01-741-10622.0 Sub Category Cadeggry Manufacturer Product lame . Swinging Tru Corporation *Traditions - Exterior Exterior Door Doors 118 Industrial Dr. 134961 Door Assemblies Edgerton, OH 43517 InswingtOtdswi" Phone 419.298.1740 -Im ME Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therms Tru Corporation based on Rule Chapter No. 9id-3, Method 1A of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consuls and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. 1. This product evaluation drawing has been developed in compliance with the 2010 Florida Building Code (FBC) structural requirements Including the "High Velocity hurricane Zone" (HVHZ).Seq the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as f sled and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the "HVHZ" this product compiles with section 1628 of the Florida Building Code wi d does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the FITC and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud frarr" canstrudifln, anch9ri _ .9f these units shall be the same as that shown for PLO cp S. Site conditions that deviate from the details of drawing FL -14991.1 require further engineering analysis by a licensed engineer or registered architect 7. Ouisvvtng configurations using coastal outswing Item #39 mit water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using item #31 do not meet the water mfilbation requirements for the "HVHZ" shall be Installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -14991.1 for size and design pressure limitations. Srepporinrg Documents. 1. Test Report No. Test Standard ETC 01-741-10622.0 TAS 201, 202, 203-94 2. Drawl" Pio. Prete Pio. FL 14991.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) PF 1225 Sheet 1 of 1 Testing Laboratory ETC Laboratories Sdaned by Joseph L. Doldan, P.E Stained il& Sealed by Lyndon F. Schmidt, P.E Sianed S Sealed by Lyndon F. Schmidt, P.E Lyndon F. Schmidt, P E FL PE No. 43409 3/2112012 I ItA, a I a CERTIFICATION NO: N1005312.01' DATE: 03/22/2012 CERTIFICATION PROGRAM: Structural COMPANY: Therma-Tru CODE: T-052-1 To verify that the -Notice of Product Certification". is valid, please visit www.NAM]Ce.nification.com to assure that the product is acture and currently listed This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. Please review and adviseNAMI if any -corrections am required to this document COMPANY NAME AND ADDRESS PRODUCT DESCREMON Thermo Tru Corporation "TrAffitiOUS Series" 118lidustrialDrive in -swing & out -swing Edgerton, OH 43517 Opaque Wood Edge Steel Door Configuration: X Frame: W -953=97X) H-2Wntra(82.0') Panel: W -915=K36.001) W2013mm(79.25") SPECIFICATION PRODUCT RATING TAS 2011202/203-94 Design Pressure= +67/-67 psf - Large Missile Impact Rated Wind Zone 4 -Missile Level D Oualift configWatim: X Product Tested BY: ETC, Inc. Report No: ETC 41-741-10622.0 Expiration Date: March 31, 2016 Administraor's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 I. Thb product evaivallon drawfnp has been devetoped in oomplance with the 2010 Ftaida SukIng Code tg mals v theMah etetocny ffimicone Zone' tttVtfzt. See the Certiftoatton Agency CerflIcate for sizes, spedRcatirnu and roNrg. 2. Product armho s shall be cis Ssted and spaced os shown on defaib. Anchor embedment to bd% manorial shall be beyond wall dressft.orstucco. 3. When used in the'ltVW fids product compies wUh W -Pon 1626 of the FBG and does nat mq.6h an impact resistant covering. 4. When used in areas ovWd'e of the "HWIr regr.+tring wlhd home debits protection this pct tornpbs wm� Section 1609.1.2 of tile FOC and toes not requ(r s an impact resistant cover6g. 714s prodrict meets tnlssle level "D and Includes Wind Zone 4 as defined In ASTM E 1996 and Section 1409.1,2.4 of 4he FBC, S. For 2x shrd tlarnIng construotlon, anc wing of these units shall be f1'* same as that shown ft* buck masonryconstnction. 6. So conditions that deviate horn the details Offt dray tg require furiherenglneeft cs Daly* by a lrensed englneer or regbtered archlted. T. Cvbwhg configurations using coastal twt"g item #39 meet water intltralion req*emenfs for i iVHr. a lnwMg configurations and ou%ft oonRgurations using item 031 do not meet the water tnfilirution requirements for the 'T & and shall be Installed only in non-haWtabie areas orot habitableocolans protected by an overhang or canopy such that the angle between the edge of canopy oro, ethang to sM is tens than Off degrees. 37.W QVIRAI.L"1118 TAWOFCQltiM sit Tfr orfsawttarr 1 T al YgTian3r. npre85Ut@S 8T1 nG4Q5 Opone 2 e M 3 ttortznntotctostsections 4 veftd cross sections 5 0tic k and froitPe anc uck mosorrcyy eoraln 6 FmMe onC - X buck mason cons ion 7 B9 ofMofe.&C nents 37.W QVIRAI.L"1118 FL -14991.t aLW_z CVEAAt t VgSrGN d+if¢S$UWE {Psi? sty NG MME ` NpSOTitF. SWAM WM1£NSIO N RdMNG 37.W X 62.W +67.0 .67.0 OUTSWING tw/ low pi 3T ls0" x 00.60° +55.0 Q -6%0 TMMM2 .. fvmm thr�shetdt 37.W x $0.60' IMMM"MM.M. +67.0 MI _ -"6 FL -14991.t aLW_z 36W MAK DOOR PAMELWM /02—IN 2. Rr Ho EXTERIOR 43 ' INTERIOR �AA HOOMMAL CROSS SECTION EXTERIOR INTERIOR 03 13 i2 s gr JK LFS FL -14091.1 i t esti! — td i aut itrA v {nm6ttuax� E uottuncuo� 6u UW NABS J.�fO111lO A/ 7 f7 Sz7 xia ww.trll-t i I'auf etwa 'S:l'M eras 8 fiaul Caul xt 09 e• . I�OI�i�J.X3 �Oltl3iX3 d �4. • : •� SOISBINI HORMR OLs0 Y 1�Q• �xiiMw�to4a wo-M NOW N q yp y ^r ' r g £ LI, n Q- j Ll n aL�C�dA7 N n JC1Tb3,tNl OL I" MIN. FROM —MASONRY WG (TYP.} 1"m FROM fASONRY MOE -� tom•) 2-1IZ MIN. FROM I 2-1/2" WN. FROM MASONRY PAGE— —MASONRY EDGE (1YP.J ;tYP.) t CROSS4 kssa, g con gvlgHorl see',ggehorol ff0m, sheet I ft, mrWoksrinflHrotton mcgiremenis 4E WMRIOR. 2•i/i MfN. FROM 2.1/2" MIN. FROM — - MASONRY EDGe MASONRY EDGE —w.« susRl r;U R RSECROH 2-1/2"MK FROM 2-1/2" MHd. FROM . -�.— MASONRY EDGE MASONRY EDGE --a-.- A (T/P.) (TYP.) rk a rj 2-1/7MW. FROM I 2-11T MIN. FROM - MASONRY EDGE—MASONRYEDGB—�+- or-I aw.} Ol1I�YlnO CORH(gUiQ {QR sae arolnotes,sheeti wQ1Btfrn n nn mm 0.3/13/12 SW N.7.% en dtc � �. m9s 1.FS s FL -14991.7 4 4 a _ MASONRY TYP.HEAD OPENWG & JAMBS SEE NOTE 1 2X BUCK F SEE NOTE 2 $EE NOTE 2 ••Q P • ."'•.l1 d t .y V �KAttCl�kltHi 81 � Fl1ARAEANCNOt21N4d M=M 2t buck conskucMon 1. Weftoeonaelescrew; enctroring2xbuck regvkeandntmuml'rlecancebmawny"es,aWArmhhnurnembedment onda mH mum 4'doorance to aifJacent concrete screws. SubdRutlon ofequalconaete screws from a dtf Brent alopffermay have culo e edge Mance and conforlWorme requkements, Concrete screw locatloms at the corners maybe anted to mdrfain the mkiftim edge c0tonce to mortis s. NConio %screw tacadons noted ow IMAX ON C09W must be adjusted to mdntah the mtntmum edge dktonce to mariaphk add ffimd Concrete screws may be requked to ermira ttxg, m*nxnn an center dhwrWan Is not exceeded. 2. 114' UW concrete screws onchcrktg frame andlaskt regtfs a minknum 2-llr clewance to nt wmy edges; a 1-1/4°mhnm embedment and a mbfmvM r clearance to odjacent concrete sore". Subsftftn of equat Concrete screws from a ditront supplier may have different edge detente and center dsiance requYamm ts. Concrete screwtocaftm of fix# toners m oyy be adjusted to makrtaln the rrtmknum idU4 oVance to nwrta(atnfs. NConcrete screw tocoit m noted as MAX. ON C1rNTer rrW be ad fed to makrtain the rra'nfmum 6094. dWofv-V to mortar odd and Concrete screws maybe m*ftd to ensure"mo m rn on center dkrrereton 6 not ev000ded WWWAIL L4TCNAMMOLTaEMA AIJ 1. s sm JK L erg LFS rro.. d FL -•14091.1 �+ MASONRY TYP. HEAD OPENING & JAMBS FRAME F SEE NOTE 2 $EE NOTE 2 ••Q P • ."'•.l1 d t .y V �KAttCl�kltHi 81 � Fl1ARAEANCNOt21N4d M=M 2t buck conskucMon 1. Weftoeonaelescrew; enctroring2xbuck regvkeandntmuml'rlecancebmawny"es,aWArmhhnurnembedment onda mH mum 4'doorance to aifJacent concrete screws. SubdRutlon ofequalconaete screws from a dtf Brent alopffermay have culo e edge Mance and conforlWorme requkements, Concrete screw locatloms at the corners maybe anted to mdrfain the mkiftim edge c0tonce to mortis s. NConio %screw tacadons noted ow IMAX ON C09W must be adjusted to mdntah the mtntmum edge dktonce to mariaphk add ffimd Concrete screws may be requked to ermira ttxg, m*nxnn an center dhwrWan Is not exceeded. 2. 114' UW concrete screws onchcrktg frame andlaskt regtfs a minknum 2-llr clewance to nt wmy edges; a 1-1/4°mhnm embedment and a mbfmvM r clearance to odjacent concrete sore". Subsftftn of equat Concrete screws from a ditront supplier may have different edge detente and center dsiance requYamm ts. Concrete screwtocaftm of fix# toners m oyy be adjusted to makrtaln the rrtmknum idU4 oVance to nwrta(atnfs. NConcrete screw tocoit m noted as MAX. ON C1rNTer rrW be ad fed to makrtain the rra'nfmum 6094. dWofv-V to mortar odd and Concrete screws maybe m*ftd to ensure"mo m rn on center dkrrereton 6 not ev000ded WWWAIL L4TCNAMMOLTaEMA AIJ 1. s sm JK L erg LFS rro.. d FL -•14091.1 1X BUCK F SMNOTE I I SEE'NOTE 1 •' a W UJ cpns►ruction Masonry IX buck r O 1 /4,UW concrete screws anchoring Some ondlicrArequ►re a mWmum 2-1/2'r ckwmce to masonry edges, a f •11-CrrO tmum embedmentand a niWmum 3° clearance to cdJacent concrete screws.) SufxMtton of equot concrete scrum from 4 c6flerent supptter may have ctiffwmt edge dstance and center3 tate regvtrements, Concrete screw tacaHgns at the comers may be adjusted to matntch the mMxrm edge distance to mortar ldhrts. NCancxefe scmw1bcotlom noted as WAX ON CENf6t1" must be adjusted to mdhtah the mhftum edge dtstcnce to martas'lotnts, aotesttorml Concrete screws maybe regubed to enswe the marttmum on center cttmm0on Is not exceeded. i 2 3/I NTW concrete scr ws anchoring ttvme andlorsg requ&a a minfmum X518" ctaanxnae to mtaoroy edges, a 1.1/4"mtrntmum embedment and a aftnum 2-1/4"clson-ence to adjocent concrete scrawl untes othe>wlse noted by ooncrete scrawm twer: h H JAMB SEE NOTE 1 NOTE 2 NOTE 2 FL -14991.1 sr a•,Z, � 40 m. MASONRY TYP. HEAD OPENING & JAMBS SEE NOTE I FAME h 1X BUCK F SMNOTE I I SEE'NOTE 1 •' a W UJ cpns►ruction Masonry IX buck r O 1 /4,UW concrete screws anchoring Some ondlicrArequ►re a mWmum 2-1/2'r ckwmce to masonry edges, a f •11-CrrO tmum embedmentand a niWmum 3° clearance to cdJacent concrete screws.) SufxMtton of equot concrete scrum from 4 c6flerent supptter may have ctiffwmt edge dstance and center3 tate regvtrements, Concrete screw tacaHgns at the comers may be adjusted to matntch the mMxrm edge distance to mortar ldhrts. NCancxefe scmw1bcotlom noted as WAX ON CENf6t1" must be adjusted to mdhtah the mhftum edge dtstcnce to martas'lotnts, aotesttorml Concrete screws maybe regubed to enswe the marttmum on center cttmm0on Is not exceeded. i 2 3/I NTW concrete scr ws anchoring ttvme andlorsg requ&a a minfmum X518" ctaanxnae to mtaoroy edges, a 1.1/4"mtrntmum embedment and a aftnum 2-1/4"clson-ence to adjocent concrete scrawl untes othe>wlse noted by ooncrete scrawm twer: h H JAMB SEE NOTE 1 NOTE 2 NOTE 2 FL -14991.1 sr a•,Z, � . J9 % JGrttb DB n � w 4.625' �90MFFdGE1HIDL,�1 YYAROF@E � � �. 5.75 -- -- �� tPAt1'.�$Jj�GSAt1DlETNRB� FL -44881.1 c b BILL OF MATE i!E DESCRiP130N MATERM A 1X$UCKSG055 WOOD B 2X BUCK SG -- .55 WOOD C MAX.1 4 SHIMLSPACE WOOD D 1 X 2-3/4' PM ELCO CONCRETE SCREW STEEL E . MASONRY- 3,1 PSI MIN. CONCRETE CONFORMING TO ACI 341 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F I IX X 1-31,C iTW CONCRETE SCREW STEEL. G 3116 X 5-114° RW CONCRETE SCREW STEEL H 114" x 3-114' PFH ITW CONCRETE SCREW STEEL I 114' X 2-114' PFH ITW CONCRETE SCREW STEEL. J 114" X 3-314' PFH ITW CONCRETE SCREW K 810 X 2 PFM W D SCREW STEL. L #10X2-1 PFi WOOD SCREW STEEL 7 1 SHORT REACH COMPRESSION WEATHER-STRIP (THEW -TRU) FOAM 8 LONG REACH COMPRMVN WEATHER- IP MA -TR FOAM 9 4" X 4' HINGE . THK ERMATR 10 i10 4' FFH WOODSCREW JHINGE TO fRAME 11 1 1 PfH STEM 17 AGE L SIGNATURE SERIES STEEL 19 HEADER JAMB 14.6W X 1.35 THERMA TRU, P SG >= OA2 WOOD 20 $05 JAMB 4, ' X 1.25'THERMA-TRU SG >= OA2 WOOD 21 DEADBOLT • IRSET SIGNATURE SERIES 780 STS 27 1 LATCH STRIKE PLATE STS 28 1 DEADBOLTPLAfE STEEL t BUMP FACETH95HOLD LOW PROFILE ALUM.1 WOOD 32 DOOR 110TTONS SWEEP PYC 33 SELFADJUSNN SADDLETH ALUM.COMP. HIGH WATER D6M THRESHOLD - SPE MR PANEL DEWE SHEET FOR DETAILS ALUR 41 DOORS A. {.018" MIN. Fy a 27,8M P31 MIN. I 42 TOP RAIL COMP. 43I WOOD 44 1 HINGE WOOD 45 1 BOTTOM • COMP. 46.1 Pa AM a EDAM . J9 % JGrttb DB n � w 4.625' �90MFFdGE1HIDL,�1 YYAROF@E � � �. 5.75 -- -- �� tPAt1'.�$Jj�GSAt1DlETNRB� FL -44881.1 c b MiAMIFDAQE h•IIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTi<iENT OF PERMrrTING, ENVIRONI ENT. AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) is-11j•.miamidade.gav/neral PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -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 maturer, 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. PERA 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 11570/2770" Vinyl Sliding Glass Door (Reinforced)-L.MaL APPROVAL DOCUMENT: Drawing No. MD-SGD570-01 Rev B, titled "Vinyl SGD', sheets 1 through 13 of 13, prepared by manufacturer, dated 10/11/11 and last revised on 02/04/14, 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: Large and Small Missile Impact Resistant Limitations: 1. See table 2 (sheet 8), table 3 (sheet 9) and table 4 (sheet 9) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 6) and anchors requirements. See sheet (8) for various panels configurations and limitations. 2. Rigid White PVC, Tan (Non-white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA9s) requirements. 3. Egress operable doors must comply with min clear width or height per FBC, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official. 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", unless otherwise 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 h le 'ob site at the request of the Building Official. This NOA renis OA # 11-1018.19 all consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mention a ov . The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 13-1125.05 Iff MIAM14D EC u� Expiration Date: April 14, 2016 " + Approval Date: February 13, 2014 Page i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections (Submitted under files # 11-1018.19 /#11-0107.04). 2. Drawing No. MD-SGD570-01 Rev B, titled "Vinyl SOD", sheets 1 through 13 of 13, prepared by manufacturer, dated 10/11/11 and last revised on 02/04/14, signed and sealed by Lynn Miller, P.E. Note: This revision consists of series changes, addition of Tan & Brown coated PVC and non - sill riser water rating use and limitations. B. TESTS (Submitted under files # 11-1018.19 /#11-0107.04) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and 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 6638 (samples A -i thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. C. CALCULATIONS (Submitted under files # 11-1018.19 /#11-0107.04) 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT, dated 02/16/11 and last revised on 3-11-11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies with ASTMS -1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/14. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their "VE 1000 Tan (Non -White) Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 12-1017.01 issued to Vision Extrusion Ltd for their "Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/14 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09, per ASTME-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. ----------- - -- - Ishaq I. Chanda, P.E. Product Control Examiner NOA No 13-1125.05 Bxpiration Date: April 14, 2016 Approval Date: February 13, 2014 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0", expiring on 01/14/17. 6. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12-11-2016. F. STATEMENTS I . Statement letters :dated NOV 14, 2013 of compliance to FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E 2. Statement letters dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. (Submitted under file #11-0107.04} 3. Letter of lab compliance, part of the above test reports. G. OTHER I. This NOA revises #11-101.8.19 (# 11-01.07.04), expiring April 14, 2016. 2. PGT e-mail dated 02/04/2014 and 11/23/11 by Lynn Miller, P.E. confirming extent of revisions. 3. Test proposal # 10-0767, dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E. haq L Chanda, P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14, 2016 Approval Date: February 13, 2014 E-2 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIORr TmTEMIPERED, HS=HEAT STRENGTHED, AN=ANWALED, 30=.090 DUPONT SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASS PLUS), PVB-.090" DUPONT BUTACITE PVB: GLASS TYPE A. 3/18"ISS, GLASS +.080" §9 INTERLAYER + 3/18" HS GLASS + 7118" AIR SPACE + 3/16" T CAP GLASS TYPE B: 3116" HS GLASS +.OW IWB INTERLAYER + 3MS" AN GLASS + 7/18" AIR SPACE + 3/16" T CAP 3118" LHS GLASS - GLASS TYPE C: 3118" IHS GLASS +.090" PVB INTERLAYER+ 3110" AN GLASS + Oil 6"AIRSPACE WITH HEAT -MIRROR FILM + 3118" T CAP StIW HS GLASS APPROVED BACKBEDDINGS ARE GE 7700 AND DOW CORNING 995. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: DUPONT.I4W' 11C ELCO ULTRACON OR 114" ELCO CRETEFLEX. SEE TABLE 1, SHEET6 FOR DETAILS. SEWRYGLAS® 7/1B" - 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X N INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-10 THICK OR 1 GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND 7w INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. C!M 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. IIC SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 IMA STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) SHUTTERS ARE NOT REQUIRED. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. MAXIMUM OF (8) EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO 96" OR (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER SW AND UP TO 120". 11) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-10.002-792(A) & 10-01.10231; CAMBRIDGE 635753-09; ELCO ULTRACON PER CURRENT NCA; ELCO C2ETEFLEX PER CURRENT NOA; VISION EXTRUSION, LTD: WHITE RIGID PVC PER CURRENT NCA, VE 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE) RIGID PVC PER CURRENT NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC PER CURRENT NON ANSI/AF&PA NDS -2905 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 12) THE 2770 SERIES USES A EITHER A PVB OR 3ENTRYGLAS, (SG) INTERLAYER. UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY KNOWN AS THE 2870 SERIES. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE`�� Ny LYNN yjll 7ji�� SIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B �� A�.• JN3S �F�P OR C. USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 91F THE REQUIRED DESIGN GENERAL NOTES .......... I PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8. No. 58705 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE. _ _ 3) CHOSE WHICH ANCHOR OPTION (A D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 8, ' 'o t `� Z ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES A '•. dF 40 (TABLES 2-4, SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGNPRESSURE G�� 18 MET OR EXCEEDED. USE THE TOWN. 5) INSTALL AS R THE INSTRUCTION N QUANTITIES NAL�,L C`��• AND DETAILS 2-7 PAINTED OR 8) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. a 11AI!liLLttt PE DESIGN PRESSURE RATING IMPAcTRATING VARIES, SEE SHEETS 8 & 9 LARGE & SMALL MISSILE IMPACT - 14118"NOM. NOA DRAWING MAP t 17 1-1M8•NOM. - 711VAIRSPACE GENERAL NOTES .......... I GLASS TYPE "B" 711WAIRBPACE NOTE: VII AN GLASS ELEVATIONS..................2-4 INSULATED GLASS SACKSEDDING 3118" HS GLASS VERT. SECTION& .......... 0 1.3fl8"NOM. SURFACES SHALL NOT BE BHB° AIRSPACE DESIGN PRESSURES...." PAINTED OR E17:► DAN ItEmn. PARTS LIST....................11 LAMINATED. DIT.► AW PVB f 3f18"TGLASS "-- 3N8•TGUISS 7118" NOM ----(7A I �� PAINTMLAMMTED SURFACE 1.�a1 (DASHED LINES) VIW AN GLASS 3fir HS GUM - -, NOA DRAWING MAP t 17 SHEE GENERAL NOTES .......... I GLASS TYPE "B" GLAZING DETAILS.........I PVB LAMINATE, ELEVATIONS..................2-4 INSULATED GLASS HORIZ. SECTIONS ......... 6 VERT. SECTION& .......... 0 1.3fl8"NOM. ACCESSORIES...............7 BHB° AIRSPACE DESIGN PRESSURES...." EXTRUSIONS.................10 PARTS LIST....................11 CONFIGURATIONS ........ a 2 uceT_.now.o rn PANEL TYPES ................. 3 DUPONT.0W PVB 3118"7 GLASS mom PAINTED/LAMINATED NOM . URFACE WSHEO LINES) GI.aBs I BRE 3 I 3 79 I I 3 GLASSTYPE"C PVB LAMINATE, INSULATED WITH HEAT -MIRROR FILM GLASS J.J. 10/11/11 JFBC201000DE RevkmBr. I eetee I Rnwm J.R. 11/05/13 1 RENAMED 2870 ® GENERAL NOTES & GLASS TYPES "WeVersISVOW 0 emplon wBh the Flows. ftwncoft ,ha L�ph ftp.e tB, �r st, 1. 4 J ROSOWSKI MVOWM FLSU70 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. BOX I= NOXOMI* FL SW4 8ea7e: BAeeF No. Rev: Mr.. OFAUM B 570/2770 NTS 1 OF 13 MD -01-01 B 2 -TRACK CONFIGURATIONS THIS _ 5• MAX MAX.' DAYLIGHT OPENWG (DLO) FORMULAS APPROXS.7FMT7AU WIDTH: PANEL WI -8.9H8" DETAd ANCHOR NON-S.fRIJCTURAI. DETALL DETAIL OEfAp. O HEIGHT* PAWL HEIGHT -S-9H8' e• ANCHOR " LOCAnON$FOR SHEE t88 PANEL HEIGHT= FRAME HEIGHT -2.81 DETAIL LOCATIONS FOR .4m. .I BYPASS (HEAD&38.L) - �EXi. PDDKET CONDITIONS. :. CONDITIONS. 21.5' -- ANCHORS 8479D MAX. L� 12•MAX.O.C. '� P -HOOK OA. DLO • DAYLIGHT '— OPENING YIIDTII 1ANCHOR ®CENTER OF 1ANCHOROCENTEROF • / � OPENING AA. B1 EACH PANEL SEE TABLES DETA0. O EACH PANEL SEE TABLES HEIGHT DSTA0. ®- ONSHEETS 88& �,- ONSHEET8889. / � W OR'O` x 3219' M9L oc. PANEL TYPE PANEL TYPE 2 ANCHORS ®CENTEROF 2 ANCHORS @ CENTER OF POCKET DETAA. EACH PANEL SEE TABLES ON pE7AIt EACH PANEL SEE TABLES BY DSF�ET 1 SHEET 8H 8$8. EXi'r, • ONSHEET88&9. OTHERS (UNDER EXTt 4-11 O.C. 4• MIN.0.0. SEPARATE a a 3 PANEL DLO APPROVAL)DETAIL / 3218' MM1.O.Q ANCHOIROF8TFLE CLUSTER OF 3 SHEET INERBECTI N OI'T INTE�RS�ECTIONS.SEE I� INTERLOCK HOOM7� DETAS. ANCHORS 8 STI. @ STILE TABLES ON SHEETS 8 & 9. PI L 8• MAX SHEETS B & S, EXT:X :' ; ' :':. '`. P (Q HEAD •4•MIN.O.C. &SILL) 4' MIN. O.C, 4' ASN. O.C. -- 5' MAX., �, 5' MAXI OETALL (� (HEAD 8881) F"�- (HEAD 8881.) .; . CLUSTER 8 ETA0. O2 ANCHORS FSTILE CLUSTEROFBANCHORS DETAS. AIL 1 T�� DETAILF 2.37WTYP. INTERSECTIONS. ® •,�;.. SEE TABI. INTERSECTIONS. ERSB TIO S. SIE THIS SEE TABLES ON raLH2 1'RtlDULTkiV1JED SHEETS 8 & 8. EXT 8 & 8. CS+ ANCHOR 05+2 ANCHOR Dow"coft o wNb %e FIw1As/ 3219•MIN.O.C. 4•ABHL O.C. CONFIGURATIONSI MMN; C(SEE ARAnow SHOWN; Alb.K. 2 •i7} (SEEAPPUCABLE DP (SEE LES 2, ABLE DP EfPinitue D+u WMAX WMAX� TABLES Z3OR4) TABLES2 3084) (TO END f - (TO END OF ATTACHED•IAMB A77ACHED JAMS 1)O CONFIGURATIONS, SEE SHEET 12. DETAA. O 1 ANCHOR @ 2)FOR ANCHOR EDGE DISTANCE AND 1 ANCHOR @ ® SILLENDS. EMBEDMENT, SEE TABLE I SHEET S. EXTV HEADENDS. EXT 3) DAYLIGHT OPENING (DLO)FORMULAS: MMIDTH : PANEL VWM - &Sf W N6F•SEE TABLE I, SHEET FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT: PANEL HEIGHT -84N18' WEEPHOLE PATTERN 0 SILL ENDS %%,, LYNN �� . WCErusF •.4� ' No. 58705 1A y STA E F (V a'LNrBLAmA�te1�.E. P.EB S87oS 1998TE171NOLOSYDRNE m VIWCE; FL San P.O. SOX 1828 CERL OPAUTH. e J.J. 1 10/11/11 IFBG201000DE awww. D91K„� J.R. 11/06/13 CORRECT DLO vmm OF. ANCHOR LOCATIONS (2 TRACKS) ROSOWSKI fox ✓INYL SGD INSTALLATION GUIDELINES 11/18/10 570/2770 1861wNTS 2 OF 13IM MD-SGD670-01 B WEEPHOLE PATTERN 0 24” O.C.SlEft 3 -TRACK CONFIGURATIONS 8'MWL DETALL imam@ ANCHOR Dig PANEL. SEE TABLES pR,r LOCATION$ FOR CNN.= ww MQ'L O.C. POCKET CONOmONs. DETAIL O2 EACH PANEL SEE TABLES • ANCHORS INTO 1r MAX O.C. ,:. _ • �CLIJSTER OF3 P -HOOK. ANCHORS (¢ STILE 1 ANCHOR@ EXr.Y CENTER OF EACH i;ETAU. 1 ® PANEL SEE TABLES EXT. ON SHEE•T8 8 & 8. 2 ANCHOR @ DETA4. 478• CENTER OF EACH PANEL TYPELW O.C. PANEL. SEE TABLES EX.I.V ON SHEETS 8&8. 3219` MN.O.C. ' CLUSTEROF3 ANCHORS @ STILE DETAIL INTERSECTIONS. 1W.V SEETASis ON SHEETS 8 & a C MIN. O.C. 4' WN.O.C. •• CLUSTEROFS ANCHOR @ 4.76• STILE O.O. INTERSECTIONS. SEETABLES ON EXTV,: SHEETSB&8, DE7AIL C2 32wr MIN O.C. WMAX. (TO END OF ATTACHEDJAMS Deraa D INTERLOCK 1 ANCHOR @ ' W.Vr HEAD ENDS. 1 FIGURATIONS. SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TAME 1 SHEET a 3) DAYLIGHT 0PENNG (OLO) FORM UI A8: WIDTFt PANEL WIDTH -SV6' HEIGHT. PANEL HEIGHT -S-WlW 4) PANEL HEIGHT a FRAME HEIGHT -2.8' APPROX W, NONSTRUCTURAL MEAD &BILL) w MAUL DBTAaF ANCHOR TEXT. LOCATIONS FOR BYPASS CONDITIONS. 21.8' MAX O.C. 4' MN. O.O. =78TYP. imam@ CENTER OF EACH Dig PANEL. SEE TABLES pR,r ONSHEETS 8&9. CNN.= ww MQ'L O.C. 2 ANCHORS @ CENTEROF DETAIL O2 EACH PANEL SEE TABLES M.v ON SHEETS 8&a 4' MNN.O.C. 1 ANCHOR 0 _ • �CLIJSTER OF3 TAR ANCHORS (¢ STILE IMMSECTIONS. SEE EXr.Y TABLES ON SHEETS 8 & 9. 6.219• MN.O.C. 4' MN. O.O. =78TYP. .. CLUSTIdROPBANCHOR 83 STILE INTERSECTIONS. SEE TABLES ON SHEETS S&S. ww MQ'L O.C. S' MAX. (TO END OF ATTACHED JAMB ® 1 ANCHOR 0 SILL ENDS. EXTv TH198HEE THIS ' DETAIN. C7 DETAIN. QET 8 BALL 'd . . .T. DETAIL rwa s>� Cfi+1 ANCHOR �CONFIGURATION SHOWN; (SEE APPLICABLE OP TABLES 4 3 O 4) PATTERN ® 24' O.0 ��1`1 LYNN....t��7ii''i CFIISF ' 14 .58706 v \ A.tS'%cJm0.�R.P.& �1 �&FAD 311 L) -T W MAX• DE7AlL QEraa (HEAD&SIL) TFVB HIB QEraa 03+2 ANCHORNFCO SHEE SHOWN; (DEE APPLICABLE DP TAME82.30R4) WEEPHOLE PATTERN Qo SILL ENDS 1070TECIINOLOOYMM M WWM FE 34M P.O. SOX 1828 NaWAI*,FL84274 CW. OPAUAL =war' Dare: (Rnom J.J. 10/11/11 IFBC201OCC wmdap. Cache pod*a J.R. 11/05/13 1 DETAIL E �pBpDCf MiYISTNO • eN�jIHaB w�! Hro Fb1Wa =A� 15 a I ANCHOR LOCATIONS (3 TRACKS) I J ROSOWSKI JYL SGD INSTALLATION GUIDELINES 11/18/10 swom Rev: 570/2770 NTS 3 OF 13 1 MD-SGD570-01 I B WORV PANEL TYPELW • �d I INTERLOCK SPAM 1Q] DAYLIGHT ♦OPENING HEIGHT SOL, lwl.A�l .T. DETAIL rwa s>� Cfi+1 ANCHOR �CONFIGURATION SHOWN; (SEE APPLICABLE OP TABLES 4 3 O 4) PATTERN ® 24' O.0 ��1`1 LYNN....t��7ii''i CFIISF ' 14 .58706 v \ A.tS'%cJm0.�R.P.& �1 �&FAD 311 L) -T W MAX• DE7AlL QEraa (HEAD&SIL) TFVB HIB QEraa 03+2 ANCHORNFCO SHEE SHOWN; (DEE APPLICABLE DP TAME82.30R4) WEEPHOLE PATTERN Qo SILL ENDS 1070TECIINOLOOYMM M WWM FE 34M P.O. SOX 1828 NaWAI*,FL84274 CW. OPAUAL =war' Dare: (Rnom J.J. 10/11/11 IFBC201OCC wmdap. Cache pod*a J.R. 11/05/13 1 DETAIL E �pBpDCf MiYISTNO • eN�jIHaB w�! Hro Fb1Wa =A� 15 a I ANCHOR LOCATIONS (3 TRACKS) I J ROSOWSKI JYL SGD INSTALLATION GUIDELINES 11/18/10 swom Rev: 570/2770 NTS 3 OF 13 1 MD-SGD570-01 I B 4 -TRACK CONFIGURATIONS i ,,61 NONSTRUCTURAL (HEAD&SILL) 8' 8' MAA MAX. DETIN. ANCHOR - DEl'al ANCHOR LOCATIONS FOR q LOCATIONS FOR �EiTr. SWAM POCWTCONDITIONS. CONDITIONS. 21.8' ANCHORS INTO MAX, .. 12• MAX O.C. `. P•HOOX O.C. RETAIL 1ANCHORQ EACHPANBSH 1 A H PANE) SEE ENTER,oF Exry CENTER OF EACH DETAIL PANEL.SEETASLE8 7ABLE8 ON SHEETS 8 && EXT.'S' ON SHEETS 8&& 2ANCHORS O CENTEROF 4'MBN.O.C. 4.78' EACH PANEL. 2 ANCHORS 0 CENTER OF DETAIL 82 O.C. SEETABLES DETAd• EACH PANEL SEE TABLES - ON SHEETS .,,, ONSHEETSB&& &9. 3219' MR O.C. "IV MIN. O.C. - CLUSTER OF3 DETAILANCHORS ®STILE CLUSTER OF 3 M'4MRaQ INTERSECTIONS. ANCHORS@STLE SEE TABLES ON INTERSECTIONS. SEE SHEETS 8&9. DETAHL 1 TABLESONSHEETSS&8. 321W NOL D.C. 4• MSV. O.C. 4` MIN. O.0 4 CLUSTEROFB DETALL ANCHORS OSTILE 4,78• INTERSECTIONS. CLUSTER OF O.C. SEETABLESON 2.378'TYP. ANCHORS STILE INT SHEETS8&o. SEEABLF I ONS• ETABLE80N bETal EXTr• SHEETSB&8. E v -v 3219• MBd.O.C. s z19 M3N O a r MAX V MAX (TO END OF (TO EVD OF ATTACHED JAMB ATTACHED JAMB OIiTaL1 ANCHOR( 1 ANCHORS? t7(T: Suem HEAD ENDS. H7(T.v (s 1) F�ORC—URATHONS, SEE SHEET 12- 2) FORANCHOR EDGE DISTANCE AND E UINEDMENT, SEE TABLE 1 SHEET S. 3) DAYLIGHT OPENING (OLD) FORWLAB: WIDTH: PANEL WIDTH • 89118' HEIGHT: PANEL HEIGHT •S&W 4) PANEL HEIGHT= FRAME HEIGHT. 25- IS l L TH DETAIL 1 DE7aL B2 � THIS TM18 oEraL d1 DETAR 8H C8+1 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2.3 OR 4) DETAIL DETAIL 03+2 ANCHOR CON�IIOURAT ON SHOWN; (SEE APPLICABLE DP TABLES2.3OR4) 1 WW QLE PATTERN @ 24° O.C. P.E.B WEEPHOLE PATTERN @ SILL ENDS 10/11/11 IFBC201000DE R•atmeay oetec I?mww J.R. 1 11/05/13 1 DETAIL E ANCHOR LOCATIONS (4 TRACKS) DETAIL RETALL 8HEBT V MAX, (HEAD & SILL) DETAIL M9lWC1• k5VMD wkb M• pw" *1,Z J ROSOWSKI ra,M am VINYL SGD INSTALLATION GUIDELINES 1/18/10 P.a BOX 16@8 NQIWUf , FL 54274 8ae7rx E Drew!•g Na aer. CS .OFAUBL 570/2770 NTS 4 OF 13 1 MD-SGD570-01 I B ■rr��rrrrrw�rrrrrr��r— rrr��rrrrr'r-�—r_---r-�� Q rc Ii �...�� .�i•��► -■I■� .err ----------------------- oEraL d1 DETAR 8H C8+1 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2.3 OR 4) DETAIL DETAIL 03+2 ANCHOR CON�IIOURAT ON SHOWN; (SEE APPLICABLE DP TABLES2.3OR4) 1 WW QLE PATTERN @ 24° O.C. P.E.B WEEPHOLE PATTERN @ SILL ENDS 10/11/11 IFBC201000DE R•atmeay oetec I?mww J.R. 1 11/05/13 1 DETAIL E ANCHOR LOCATIONS (4 TRACKS) DETAIL RETALL 8HEBT V MAX, (HEAD & SILL) DETAIL M9lWC1• k5VMD wkb M• pw" *1,Z J ROSOWSKI ra,M am VINYL SGD INSTALLATION GUIDELINES 1/18/10 P.a BOX 16@8 NQIWUf , FL 54274 8ae7rx E Drew!•g Na aer. CS .OFAUBL 570/2770 NTS 4 OF 13 1 MD-SGD570-01 I B DETAIL 1 FETAIL 2A INTO MASONRY I ASTRAGAL CONCRETEIGMU TYP.ANCHORTYPE. EMBEDMENT AND EDGE PERANCHOR DISTANCE PER SUBSTRATE. SEE TABLE 1.SHEET 0 REQUIREMENT EOM D --.-I A EMBED='s+ �. c . • ,� ANCHCM TURAL MENT•t°. '' .a• ...�, r-Op)OPT10NAl\ \\ 114• 40ALADDON REINF. 010 X 244 SMS REINFORCEMENTSCREW,5 PERASTRAGAL, EQUALLY -SPACED AND 7' FROM ENDS (FACTORY INSTALLED1 gb_/: T� `�P EXTERIOR LOCK8T�,,.F V PANEL WWTH PANEL WIDTH DETAIL 2B FD—E T—A I L-31 POCKET p4u= FOR INTERLocrcI REQUIRED IF DOOR INTO MASONRY 1X BUCKSTRIP TILES, 1x0R2XW0OD SUCKSTMP, SEE NOTE 4. SHEET 1 ASTRAGALS, ASTRA FOCED U STILESAND CONCRETEr" HORIZONTAL RAILS o�fI�(�� ` PERANCHOR REQUIREMENT .' .. _ EMBEDMENT AT CENTERLINE AND S' FROM SEENOTES `�� .�`�`t` "pENSF u��P''•� �;' 3&8 J.J. 10/11111 FBC 2010 CODE ENDS (FACTORY INSTALLED) I� IIS® BP.OW 40ALADDON REINF. 010 X 244 SMS REINFORCEMENTSCREW,5 PERASTRAGAL, EQUALLY -SPACED AND 7' FROM ENDS (FACTORY INSTALLED1 gb_/: T� `�P EXTERIOR LOCK8T�,,.F V PANEL WWTH PANEL WIDTH DETAIL 2B FD—E T—A I L-31 � .•..�'TYP./MSCHOR ' tww MAX. --y INTERLocrcI REQUIRED IF DOOR INTO MASONRY 1X BUCKSTRIP 1x0R2XW0OD SUCKSTMP, SEE NOTE 4. SHEET 1 HEKRHTISOYERSi'7r,d ENBEDMENTANDEDGE DBTANCE PERSU�nRATE, EDGE DISTANCE CONCRETEr" 08X3WSMS REINFORCEMENT SCREW: 3 PER RAIL, LOCATED o�fI�(�� ` PERANCHOR REQUIREMENT .' .. _ EMBEDMENT FOR DOORFRAME WIDTH � .•..�'TYP./MSCHOR ' tww MAX. --y TYRANCHORTYPE, DOOR FRAME WIDTH ONLY ENBEDMENTANDEDGE DBTANCE PERSU�nRATE, EDGE DISTANCE �J I� I lJ 08X3WSMS REINFORCEMENT SCREW: 3 PER RAIL, LOCATED . RevtveOBy: Die R ` AT CENTERLINE AND S' FROM CONFIGURATIONS. 2)SEESHEETS2.4FORANCHORLOCATION&�AaNa `�� .�`�`t` "pENSF u��P''•� �;' J.J. 10/11111 FBC 2010 CODE ENDS (FACTORY INSTALLED) EDGE DIR•fANCE EDGE FOR 2-w ROW � .•..�'TYP./MSCHOR ' INTERLOLY TYRANCHORTYPE, SPACING ONLY ENBEDMENTANDEDGE DBTANCE PERSU�nRATE, 1) DETAILS APPLY 2.3AND 4TRACK ... SUBSTRATE, SEE TABLE 1. SHEET 7 . RevtveOBy: Die R ` SEETABLE 1, SHEET 8 CONFIGURATIONS. 2)SEESHEETS2.4FORANCHORLOCATION&�AaNa `�� .�`�`t` "pENSF u��P''•� �;' J.J. 10/11111 FBC 2010 CODE I f EDGE DIR•fANCE EDGE 3)SEE TABLES M FOR REINFORCEMENT ,�, : ' = DISTANCE PLAPANEL LONG.Q 2XWOODBUOK TRIP EMBEDMENT ORFRAMIN%SEE NOTE 4, SHEET 1 TYP.ANOHORTYPE.EMBEDMENT 2X WOOD BUCKSTRIP TYP. ANCHOR TYPE. EMBEDMENT AND EDGESEE CE AND EDGE DISTANCE PER SUBSTRATE. OR FRAMING, SEE EDGE DISTANCE SEE TABLE I. SHEET B NOTE 4. SHEET FIXED STILE EXTERIOR PANEL WIDTH °•� DETAIL 3 DETAIL 2 WTO WOOD INTERLOCK �(_� � � .•..�'TYP./MSCHOR ' TYPE, EMBEDMENT g AND EDGE DISTANCE PER 1) DETAILS APPLY 2.3AND 4TRACK ... SUBSTRATE, SEE TABLE 1. SHEET 7 . RevtveOBy: Die R ` opnoNAL CONFIGURATIONS. 2)SEESHEETS2.4FORANCHORLOCATION&�AaNa `�� .�`�`t` "pENSF u��P''•� �;' J.J. 10/11111 FBC 2010 CODE I f EDGE 3)SEE TABLES M FOR REINFORCEMENT ,�, : ' = DISTANCE PLAPANEL LONG.Q a CONTINUOUS ANCHOR PLATE, ITEM 0% IS REQUIRED � 6 k+— 114' MAX. J.R. 11!05113 /A THIS SHE TYP. ANCHOR TYPE. EMBEDMENT AND EDGESEE CE o TABLE SUBSTRATE,, SEE TABLLE t, SHEET AT ALL FRAME ANCHOR LOCATION& 8) PANEL WIDTH DOES NOT 94MUDEINTERU0I(OR ABTRAOALAMON . P EDGE a i.' • • DISTANCE POCKET EXTERIOR 8)ALL REINFORCEMENTS ARE APPROXIMATELYTHE a JRi . u,, A'' S -24W ROW SPACING 010X1 -16P (�®a•6WOA p•HOOK ('•} C`/7 FULL LENGTH OF THE EXTRUSION. REPER TO TEST REPORTSFOREXAcroeENSI°Na '�.t�''•, fi10RtOQ'.•'' , C� . �''css/ONA1-Eol' IILCfOI —� EMBED• MENT piR mucr ovis" trW�tYiWW! DETAIL 1 ;comawrEam PERANCHOR Sem soap erg --I �--- va•a�� DETAIL 3 I o MASONRY ii�AkOWOOD A �' p.E' CW..OFAUlM#MM narta Rea: 570/2770 NTS 5 OF 13 1 MD-SGD570-01 B EMBED, MENT ANCHOR M1AX_ NOTES 1) DETAILS APPLY 2.3AND 4TRACK 'A111111111" ,( �y.. //j . RevtveOBy: Die R P opnoNAL CONFIGURATIONS. 2)SEESHEETS2.4FORANCHORLOCATION&�AaNa `�� .�`�`t` "pENSF u��P''•� �;' J.J. 10/11111 FBC 2010 CODE ® 3)SEE TABLES M FOR REINFORCEMENT ,�, : ' = Reateod8p Dadae ! amw PLAPANEL LONG.Q a CONTINUOUS ANCHOR PLATE, ITEM 0% IS REQUIRED :MENT&' N0.fi870b 27 J.R. 11!05113 /A THIS SHE paNELMI0.9PAN ®P•HOOK o AT ALL FRAME ANCHOR LOCATION& 8) PANEL WIDTH DOES NOT 94MUDEINTERU0I(OR ABTRAOALAMON —_ ° ' `1 •�C/� ^�' HORIZONTAL INSTALLATION SNF• KATE SMS, POCKET EXTERIOR 8)ALL REINFORCEMENTS ARE APPROXIMATELYTHE a JRi . u,, A'' S DETAILS J ROSOWSKI 010X1 -16P (�®a•6WOA p•HOOK ('•} C`/7 FULL LENGTH OF THE EXTRUSION. REPER TO TEST REPORTSFOREXAcroeENSI°Na '�.t�''•, fi10RtOQ'.•'' , C� . �''css/ONA1-Eol' 1MTECHNOLOOYDRAB k � me Wtx VINYL SGD INSTALLATION, GUIDELINES 11/18/10 DETAIL 1 Ake*FLSWa Sem soap erg ii�AkOWOOD A �' p.E' CW..OFAUlM#MM narta Rea: 570/2770 NTS 5 OF 13 1 MD-SGD570-01 B p.E.088TCW AIL 4 TVP. ANCHOR TYPE. EMBEDMENT AND MIN, 2.7151 CONCRETE 0 EDGE DISTANCE PERSUBSTRATE, HEAD PER ANCHOR SEE TABLE 1. SHEET S REQUvwMENT.SEE 2-W TABLE I. SHEETS ROW EDGE SPACM DISTANCE I... EDGE ..•a . , . I DISTANCE EMBED.'..' 1111 1 I It Y. -,(I !11 W. 4.,w SUC?ww.w Substrate Anchor SEE Mtn. NOTE 4. 8 embedment gine 3) SEE TABLES 2.4 FOR REIEMENT REQUIREMENTS. FOSLOCKME% 612 Sheet Metal G*mw (08) Vw 314" UERIORFIXED U4 Elco Ulmocc 1-1w ASTRAGALS, STILES a�� 8) PANE. WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD•ON. 0) ALL REINFORCEMENT$ ARE APPROXIMATELY THE RILL LENGTH OF THE EXTRUSION. REFER TO U4' Eloo Cmte•Fkx S84 1-U2• DETAIL 4 IN7owooD TYP.ANCHORTYPE EdBEDMEIITAM EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET$ 2.948' ROW ( SPACING EMBED. MENT T".? MAX. 68X 314• SMS REiNPORCEMENTSCREW. 7 PER STILE, LOCdtTEDAT CENTERUNE AND 6'.6' & 1Y PROM ENDS (FACTORY BNSTALLEQ} SILL RISER VARIES ® WITH REQUIRED POSITIVE DESIGN FRA9AE PRESSURE, SEE TABLE HEIGHT, PANEL SF3 1® A. SHEETS 8&0. SEE HEIGHT BELOW x 18 TABLES 2.3&4 FRAME �n HEIGHT - 2 -U1' n 4.818' LSL RISER 4- Vilr RISER 3-vr 1 1 RISER DETAIL 4 INTO MASONRY TVP. ANCHOR TYPE, EMBEDMENT AIS EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 2.318• EWE hROW DISTANCE I� PACIPIi • a. si., - 9M• MAX. TAB LE 1. ANCHOR TYPES' DETAIL 4 TYP.ANgWRTYPE, EMBEDME14TAND I INTOALUMMM EDGE DBTANCE PER SI186TRATE, SEE TABLE 1, 04M 6 �I EDGE 4�. 18• MIN.6063-T6 I DISTANCE f ALUMINUM SUWM EDGE METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM WDMENTANO SEE TABLE 1. 11• SHEET 6 Edge 1 EDGE DISTANCE TYPO Substrate Anchor Mhdmum Mtn. 1 8 embedment gine 3) SEE TABLES 2.4 FOR REIEMENT REQUIREMENTS. 612 Sheet Metal G*mw (08) Vw 314" P.T. Scufluen O..811) � _ .6>s) U4 Elco Ulmocc 1-1w I3/4• A 8) PANE. WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD•ON. 0) ALL REINFORCEMENT$ ARE APPROXIMATELY THE RILL LENGTH OF THE EXTRUSION. REFER TO U4' Eloo Cmte•Fkx S84 1-U2• 1.914• T Alumkwm, 6083.78 mks 042 Sheet Metal Sam (00 0.128' wC Steel OWL Or. 33 aft 012 Sheet Meter Slaw (OM 16p ($.04811 UT' £ ' A3881ee1 612 Sheet Metal Screw M 16ga (0.04611 lir B P.T. ScuOrem Pine (80 = .013) 012 wood Screw (05) 138• 314 0111!11 FBC 2010 CODE comets (Mn. 2.7 kai) - U4 Mao Uliacon 1318' T C Conomte (ttAn. 3.36 ke0 114° Eco Cmte•Fkx 884 1314 1' - t ��[// Utptouled CMU, Jambe ONy U4 Eco UltaCmf 1-U4• P yYP ANCHORTYPE ERBtT)MENI EDGE DISTANCE �+mss (AM C -M U4 Elao Caete•Ftaz 884 1-U4• 1.814 DETAIL Concrete (min. 2.7 kel) 114 Eke UImCCO 1.38° 2-1W D Canmeto (mM, 3.36 kep 114• Elco Cmta•Fkz SS413/4 P, $m7adModet +;aelee $kaeb pRo. Rett I narout d CMU, Jambe Only U4 Eke Uhnom1-14 2-112' 570!2770 NTS 8 OF 13 MDSGD670-01 B "Im C-0 U4 Eke Cmloftmt 88-4t-1.1/4 2 -UT' N� 1 DETAILS APPLY iO 3AND4TRACK CONFIWRATION8 18 GA STEEL STUDORA38 STRUCTURAL STEEL SUBSTRATE DETAIL 4 INTO STEEL METAL SUBSTRATE DETAILS SHOWN FOR HEAD (8IdILAR DETAILS APPLY TO FRAME JAMB AND SILL, �1DUCP1tBYWH41 ae Aentroaea=,9 0 1 2) 8EE SHEETS 2.4 FORAKMM LOCATION & SPACING. 1 8 3) SEE TABLES 2.4 FOR REIEMENT REQUIREMENTS. 13 4) CONTINUOUS ANCHOR PLATE, ITEM 0% IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 2 at '-�• 8) PANE. WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD•ON. 0) ALL REINFORCEMENT$ ARE APPROXIMATELY THE RILL LENGTH OF THE EXTRUSION. REFER TO T TEST REPORTS FOR EXACT DIMENSIONS. 1-11t16• :e £ ' ©� i' Raxx . u4; . ,' •a •E,•MBE, NEEDED, �tt4' • ```�°N?,G.......... 0111!11 FBC 2010 CODE MAX OMENT,<. •:. :.. �, .• EB. ,a- ' td's ..•.• MIN.2:7I(�t SHEETI MAX. : V�•,•,k No. 58705 =• ZTOseodpeoa: RmbadBR DaW Radekva J.R. 11!05/13 !A THIS SHEET EDGE SICON O16TANCE R ET IiE000TARMt4T, 2X WOOD BUCKSTRIP oRFRamwG,sEE I EDGE --�1 - t ��[// ajam" I. VERTICAL INSTALLATION DETAILS J ROSOWSKI TYP.ANCHORTYPE.EMBEDMENT EDGE DISTANCE PER SEE TABLE I, s3�Ere NOTE 4,8HEET9 yYP ANCHORTYPE ERBtT)MENI EDGE DISTANCE �+mss �a'fy ':•• TAT ! [ fOfOT>xFBYOIOQYIXtIVE TBke Dates BuesTRATAND E 6 DETAIL %D�`�;'•• Ftom°O?F•' C��.� N. FL �'��rsStONAG �r``Na�FL34274 VINYL SGD INSTALLATION GUIDELINES 11!18!10 B1T0 MASONRY W000 P, $m7adModet +;aelee $kaeb pRo. Rett oFnurrt a3 570!2770 NTS 8 OF 13 MDSGD670-01 B TOTAL B OF ANCHORS CLUSTERED `��` p AN LYNN THROUGH THE HMO& SILL AT EACH PANEL� •• •• �/� ��i MEETINOPOW. (EX•FOR O3+1,3ANdWRS `�� Q'•:' L� SF'••�F� REQUIREDAT PANEL MEETING POINT Mb 1 ANCHOR REQUIRED AT Mm8PAN OF PANEL} NO.8g70a ••: �. ANCHORAGE TYPE PER SUBSTRATE ?!A REQUIRED TO ACHIEVE THE DESIGN % Q '•, 'Z 1 PRESSURE, USING THE ANCHOR T,�•., ST 7a: 1 V✓� TABLE 1.SHEET�WI�COMPLETE �i`,� �QRIOPA„••' ANCHOR H@arcaTIONs.%`r�PNALNOK NG`�� TABLE KEY: NOM a ��MIu!E'IitPJs PANEL FRAME P.E.8637pb WIDTH SIDE A P >& �., Jamb B r 24 P-Imok a--- 24 +HI6A Q - 0 PHesewe .gpe LN V�j NAN�EIc FRAME WIDTH I��- Z WIDTH �OF PANELS LlJ N W NEGATIVE DESIGN O ��f i T THE MAMMUM LL PRESSURE AT THESE ANCHOR O 4L N (=j� 0 QUANTITIES. O �' J Z 80 THE MAXIMUM POSMVE OPATTHESE N L�I Q ANCHORQ.UANTIflES.AODRTONALLY,F- THE MAXIMUM OP FOR THE SILL HEIGHT (n MUST ALSO BE CONSIDERED, SEE y1 Design TABLE A, THIS SHEET. ~ p Z r'OTALP OF ANCHORS THROUGH Z TOTAL@ OF ANCHORS THROUGHTHE JAMa a a F101: Q3 N rzO OOORA88EtdBLIE8IN8TAl.LEbWHFJiE ' ' (a j THE OVERHANG (OH) RATIO IS EQUAL TO OR MORE THAN 118 EXEMPTED FROM WATER INFILTRATION RESISTANCE. THE OVERHANG RATIO SHALL BE CALCULATED BY THE FOLLOWING EQUATION: OH RATIO .OH LENGTH M HEIGHT 1)THE LESSER VALUE OF TABLE A AND TABLE 2 DETERMINES THE x WATER LBAITED (+) OP. ` 2) THE 1-11!16' SILL MAY ONLY BE USED WHERE WATER C. TRATION RESISTANCE IS or REcua�D oR ovERHANo PER FIG 1. IF $0, (+)DPS SHOWN IN TABLE 2 MAY BE USED. "Res ICr kwv"D .007bgw1m the itork4 AN owtom r.1 Hip+ d, kGf ANCHOR LOCATIONS. 0-0N. 81 SEE SHEET 2 FOR APPLICABLE OLO PER PAM. SIZE. TABLE Z; Sertea 870 770 Anchor Quantities and Design Pressures 3ne'FHStiWee+,�0• ,iCiaQIHLAYHt+ane- FRAME HEIGHT(IN) HealAas+rn�A+ac sI'ACE+�IB'Trl,;cxr' 8•PANEL CONFIGURATION 4-PANEL IdAIOMUM CONFIGURATION so ea e6 toe t� m v o a m v o a m v o a m v o s m v a PANEL FRAME I,'8• � � Wm'Ri SIDE gqt ~ mgq� mgk�gkfi mri m� Head &SBI p+1 C3+1 C3+1 C3+1 C3+1 C3+1 p+1 C3+1 C3+1 C3+1 CS+1 C3+1 C3+1 p+1 C3+1 p+t p+1 p*1 C3+1 p+1 Jamb b 8 8 8 S 8 6 8 8 8 ti 6 8 8 8 11 8 8 8 8 24 P•itook 6 8 8 8 8 8 8 8 @ 9 9 9 ]D 10 10 10 11 11 11 11 p�(gB +840 +80.0 +SOLO 180,0 180.0 f8p.0 +80.0 +9p.0 +SILO +840 f110.0 +840 +�.0 +BOLO +80.0 +80.0 +�.0 +SOLO +80.0 i80.0 PtessWe •80.0 8a0 80.0 -80.0 80.0 •80.0 •�.0 80.0 80.0 8a0 80.0 80.0 88.0 .86.0 8&0 86A •85.0 •86.0 .88,0 85.0 Head &SBI C3+1 p+1 C3+1 C3+9 p+t p+1 p+1 C3+1 CB+1 03+1 C3+1 C3+1 C3+t C3+1 C3+1 03+1 C8+1 p+1 C8+1 p+1 Jamb 8 8 8 8 b b 6 8 8 8 b 8 8 8 8 8 8 B 8 8 30 P�wok 8 8 8 8 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 .D881gt1 +SOLO +80.0 +80,0 +80.0 +80.0 +>IO.0 +840 +80.0 +80.0 +SOLO +8a0 +8a0 +840 +BOLO +80.0 +840 f8a0 i8a0 HH1D.0 +840 PresaBre -�,o Bao Bo.o Boo •eoo Bao -moo Bo.o Bao •eoo Bao H)o.o �efi.o •�.o BB.o Bb.o •Bbo Bao -no Bb.o Head & SQ C3+1 C3+1 C3+1 p+1 C8+1 p+1 Cef1 C3+1 C6+1 CBr1 C3+1 C3+1 Cyt! p+1 CS+1 C3+1 C6+1 C6fi1 C6+1 C3+1 Jamb 8 6 6 8 b b 8 b B b 8 8 8 8 8 8 @ 8 8 8 38 P-ho0k 8 9 8 8 8 8 8 6 8 9 9 8 10 10 10 10 11 11 11 !1 +eo.o +eao +�.o +Im.o +11a0 +�.o +�.a +eao +eao +$o.o +Imp +eo.o +Bao +Bo.o HHioo a8ao +Bao +Bao +Sao +80.0 Preaelae •B4o 80.0 80.0 80.0 80.0 Bao •�.0 Sao 80.0 Bao Bao 80.0 85.p -Bb.o 85.0 85.0 86.0 86.0 8bo 85.0 Hetet &SBI Cb+2 C3+2 C3+1 p+1 Ca+2 C6+2 CS+1 C3+1 C8+2 C8+2 C8+1 C3+1 C6+1 CSr1 C8+1 C3+1 CB+•1 CBN C6+1 C3+1 Jamb b 8 8 8 b S 8 a 8 8 7 B 8 8 8 8 8 8 7 B 42 P-hook 8 B 8 8 S B 8 8 10 @ 9 @ 10 10 10 10 11 11 11 11 Design +80.0 +80.0 +840 +840 +8a0 +80.0 +8a0 +60.0 +80.0 +80.0 +80.0 +BaO t8a0 f80.0 t8a0 +840 t�.0 f80MOM 001000 OHLENOTH LU .0 +80.0 +80.0 Pressure 8a0 8a0 80.0 -80,0 -80.0 -80.0 8a0 •80.0 •80.0 8Q0 8a0 80.0 8a.0 85.0 •88.0 •85.0 •86.0 88.0 8fi.0 •88.0 Head &SBI Cb+2 C6+2 C3+2 C3+! C5+2 Cb+2 C6+2 C3+1 p+2 Cb+2 C!H-2 C3+1 C8+2 C6+2 C5+1 t�+1 C8+2 C6+a C6+1 C3+1 Jattdr 8 8 7 8 8 8 7 b 7 8 8 8 8 8 7 8 7 8 8 8 4e . P•ltook 9 6 8 8 10 8 8 8 11 9 @ 9 i0 !0 1D 10 11 11 11 11 Design +80.0 +80.0 +8a0 +80.0 +80.0 +80.0 +SOLO +�,0 +802) SEE SHEETS 24 FOR ANCHOR .0 +B0,0 +p,0 +SaO +�,0 +80.0 +BOLO +8a0 +lIO,O +8a0 +80.0 +80.0 Pteseure •80.0 8a0 -80.0 -80.0 8a0 8a6 80.0 80.0 SOLO -80.0 -80.0 8a0 85.0 85.0 88.0 86.0 8bJ) .88.0 •88.0 8&0 Heml & SiB C8+2 CS+a p+2 C3+2 ca+a C5+2 cb+z CS+z caHz ca+a Cb +a C3+2 Jamb 8 8 7 e 8 8 8 8 7 8 @ 8 TABLE A: 84 P•faok t0 8 8 a 11 8 a 8 12 @ @ 0 Water-Llmlted (+) Design Pressure +sao +eoo +Bao +eao tsao +soo +�.o +eoo +eao +eao +w.o +eao NaNrel sm A,>luat stu Max. (+) DP Pmseaf8 •�.0 8a0 •80.0 -80.0 SOLO 80.0 8a0 8a0 -80.0 840 •80.0 80.0 H81gid He1gM Altapved Head & sm cSHz cb+z cb+a p+z cs+a cb+z cb+ C3+2 Cfi+z C8+2 C6+z C3+2 !_1v at ligtu JandH s B s b B e a a 7 7 10 a �,�, �,�, ,+sopPe1 80 P�iwolt 10 8 6 8 10 8 8 8 11 @ 10 10 � pae� +87,0 +IIO.O +840 +80,0 107.0 +8a0 t8a0 +ep,0 +87.0 +840 +80.0 +80.0 PreaetHre •87.0 -80.0 •80.0 80.0 -87.0 8a0 -60.0 80.0 -87.0 8a0 80.0 •80.0 4.814" +1040 Oaf RetnroroaMenteRequirotl,{BaePattet,n$heet10) Glass 1)O�ETAB.SAI'PLYT62,3AND4TRACKCONFlGIAiATtON3. IntedOak LacktFbted Sale Aetragei Aettagal Addon TtlpfBottom ReB Piste p'aAA 24, 26) Type 3) SEE TABLES 2.4 FOR REBIFORCEMEi�REOUIREMENT3. Pett$ 28 P8A0 28 PH,rt6 ZB Pt1,t@ 30 PattB 26 RagDited,oT Helghle tAef 1H8' A 4) CONTWUOUS ANCHOR PLATE, ITEM 98, � REQU52ED ATALL FRAME 8) PANELWIDTH AD DOES NOT INCLUDE fiHTERLOCK ORASTit0.0AL TABLE 3: ONe'rsOLAe9+Av 80e065AYH1+9018 MO ASS+FI6•AR BPACE+SaB•TOA.(AP Series 2770 Anchor Quantities and Design Pressures FWLME HEIMT 0110 &PAINEL MA10MIaa CONFIGLIFIATION 8911 04 88 PANEL WIDTH FRAME SIDE 8f ANCHORAGE TYPE PERSUBSTRATE REQUIRED TO AOWEVE THE DESIGN HWA & 610 08+1 03+1 03+1 1 03#1 03+1 03+1 C3+1 03+1 08+1 03+9 1 C3+1 08+1 41118' Jmb 8 8 B 1 8 1 8 6 B 8 8 8 8 8 24 P-EOOa 8 8 8 8 8 8 8 1 8 9 9 8 9 A Din Pam= +100.0 #100.0 +100.0 080.0 +100.0 +100.0 +100.0 1 +100.0 +100.0 +100.0 +100.0 +100.0 me 100.0 400.0 -100.0 -100.0 4004 -100.0 400.0 400.0 •10D.0 -100.0 •100.0 400.0 08+1 Head&8@ C8+1 C30 03+1 C3+1 C5+1 C3+1 03#1 C3+1 08+1 06+1 C5+1 03+1 C3+1 OF Jamb 8 8 8 $ 8 8 8 6 8 8 8 90 P-hWk 8 8 8 8 8 8 8 8 9 9 9 9 ,wpb Desw+103.0 Pwssm +100.0 +100.0 +100.0 +700.0 +100.0 +100.0 +100.0 +110.0 +10" +100.0 +100.0 •100.0 4%0 -100.0 400.01 400.0 -MO 400.0 •100.0 -106.0 400.0 10MO 400.0 24 P•hook HOW &SI C:6+2 C$+1 C3+1 C90 C8+2 I C5+1 C8#1 03#1 C6+2 C5+1 05+1 03+1 TOTAL O OF ANCHORS THROUGH THE P -HOOK Jamb 6 5B 3 8 8 8 8 8 5 7 8 30 P-DOOk 9 8 8 8 0 8 8 8 10 9 9 9 THE MAXMIM POSITIVE DPATTHESE ANCHOR QUANTITIES. ADDITIONALLY Desip P- +1004 +100.0 +100.0 +100.0 +100.0 +0010 +100.0 +1004 +100.0 +100.0 4100.0 +100.0 -100.0 -1004 -100.0 400.0 400.0 -100.0 400.0 -100.0 4004 4004 400.0 -1014 THE MOMM DP FORTHE SILL HEIGHT MUSTALSO BE CONSIDERED. SEE HOW & SM C5+2 08+2 C5+2 03+1 C8+2 C5+2 002 030 C5+2 C$+2 C5.2 03+1 8 8 1 8 Jamb 8 8 7 6 8 6 7 8 7 8 8 8 42 P-h09k 10 a 8 8 10 8 8 8 11 9 0 9 DWp Preemae +1004 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 41OU 480.0 +100.0 +100.0 +100.0 400.0 40MO 4011.0 •100.0 •100.0 -100.0 4WA -100.0 48.0-400.0 400.01-10c.0 I IN Now a am C6+2 0.510. C6#2 C3+2 C5+2 05+2 C5+2 C3+2 05+2 C5+2 -80.0 640 8 8 8 7 7 48 P -hock jCP2CM5+27 ti 8 B 8 12 6 8 8 12 0 -60.0 Desba pt�e +IWO +100.6 +100.0 00.0 +100.0 +1004 +100.0 +100.0 +874 +100.0 -100.0 -101.0 -100.0 -1010 •100.0 -100.0 -100.0 •100.0 87.0 •1004 Head&am C341 C3+1 23+1 C8+1 Reint6roementaRequired,(Sue Pints onShoot 10) W:80Typa. INeriodc 100WFbW 60Agtreg5l Asttag9l AMM TOpJ MM )OD (See Sheet p C3+1 03+1 PWW291 PROM I Ped020 I Pm1030 I PaWZ 1 A TABLE KEY. NwNnai SID Hdd 1411W Series 670 & 277C Anchor Quantities and Design Pressures PRAMS 1HEtC4FR ON) "ANEL MANMUM QONFIOURAIM N 84PANEL MML. (+) DP Allowed See 2) bdow WIDTH ANCHORAGE TYPE PERSUBSTRATE REQUIRED TO AOWEVE THE DESIGN +804 Par 41118' PRESSURE, USINGTHE ANCH ORQUANTIES LISTED BELOW. SEE TABLE 1, NOM. 4 -Sr SHEET FOR COMPLETE ANCHOR LIMITATIONS. PANEL FRAME WIDTH $m A TOTAL OF ANCHORS CLUSTERED THROUGH THE HEAD 6 SIJ. AT EACH Hemi 6810 08+1 PANEL MEETING POINT.FOR 3 ANCHORS PANEL C3+1 OF 03+1 C8+1 O9+1 MEETING POW AND IAC ORREQUWDATMMSPRANNOF ANEL He9d & 030 1 03+1 ,wpb g TOTAL # OF ANCHORS THROUGH THE JAMB, 24 P•hook 8 TOTAL O OF ANCHORS THROUGH THE P -HOOK Design +taco 6 Pressure .100.0 THE MAXMIM POSITIVE DPATTHESE ANCHOR QUANTITIES. ADDITIONALLY P4=k a THE MOMM DP FORTHE SILL HEIGHT MUSTALSO BE CONSIDERED. SEE NOM. 8 8 1 8 TABLE A, THIS SHEET. PANEL FRAME WIDTHWa)TH 9 1 B WIDTH THE MAXIdUM NEGATIVE DEWGN PRESSURE AT THESE ANCHOR QUANTITIES. TABLE 4.. 3a6.100LA86+GSD` PV3RIH6AY6I-W • ANt8AW+A16•AR OPAOE+$as'TNL OAP NwNnai SID Hdd 1411W Series 670 & 277C Anchor Quantities and Design Pressures PRAMS 1HEtC4FR ON) "ANEL MANMUM QONFIOURAIM N 84PANEL MML. (+) DP Allowed See 2) bdow WIDTH BIDE +804 Par 41118' 4.037' g �" 4 -Sr 4.814' 1 +100.6 pat g Hemi 6810 08+1 UP C3+1 OF 03+1 C8+1 O9+1 1 C8+1 C3+1 1 03+1 Jamb 6 B 8 8 B 8 6 8 8 6 6 8 24 P4=k a 8 8 8 8 8 1 8 8 9 9 1 B 9 Design +60.0 +80.0 +80.0 +80.0 +Bp.O 100.0 +00.0 +80.0 460.0 +80.0 +80.0 +80.0 PMS=a -80.0 640 80.0 -80.0 .80.0 -60.0 40.0 40.0.80.0 -60.0 40.0 404 Head&am C341 C3+1 23+1 C8+1 23+1 03+1 94+1 C3+1 03+1 03+1 03+1 03+1 jamb 5 6 8 B 6 6 8 a 6 6 8 5 30 P4mok 8 B 8 8 8 8 8 9 9 B B Oesgn Presses +80.0 +80.0 +80.0 480.0 +50.0 400,0 +80.0 +804 +60.0 "Me +80.0 +80.0 80.0 -mw 60.0 60.0 -80.0 60.0 80.0 40.0 604 80.0 604 40.0 Head & SM 0341 03+1 03+1 03+1 C3+1 03+1 C3+1 C30 03+1 o30 03+1 03#1 Jamb 6 8 5 6 1 6 8 a 6 6 5 5 8 00 Pdmok 8 8 8 8 a 8 8 8 9 0 9 9 Design480.0 +80.0 +00.0 480.0 480.0 +p.0 +804 +80.0 4=0 400.0 +80.0480.0 PmseOre 40.0 804 80.0 •80.0 40.0 410.0 404 40.0 •80.0 40.0 80.0 80.0 Head & 810 030 03+1 C3+1 03+1 03+1 03+1 03+1 23+1 05+1 09+1 03+1 03+1 Jamb 6 6 a 5 5 B 8 8 8 5 5 8 42 p4mek a 8 6 B 6 8 8 8 8 1 9 9 9 De9ign 400.0 460.0 +80.0 480.0 +80.0 400.0 1 +00.0 +50.0 +60.0 +60.0 480.0 480.0 Pnmame 40.0 80.0 81.0 •60.0 4.0 40.0 -as 40.0 80.0 -me -00.0 60.0 Head&am C3+2 C3+I C3+1 03+1 03+2 03+1 (3+1 C3+1 C5+2 2a+/ 23+1 23+1 Jmnb 6 6 6 5 6 8 5 8 6 5 8 8 48 Pow& 8 8 8 8 8 6 8 8 9 9 9 8 008%4 Preswre 400.0 +00.0 +00.0 480.0 +80.0 +80.0 +80.0 +804 +004 400.0 +804 480.0 40.0 40.0 •60.0 •00.0. •00.0 •00.0 40. 40.0 40.0 40.0 40.0 40.0 RetMoreem ab Required, (bee Partson Sheet IO) OlasaTgpe, MAO* LaWWked 8H0e ASMW Asim#Addmt T0*p- Ems Rao (sae -t 1) 81mMerd POd#28 Ped#28 Ped#28 Pad000 PaA#26 S Pml#28 PBd#27 Ped#27 PaN30 Pad#27 B4O TABLE & WaWr4Jmited (+) Design pressure NwNnai SID Hdd 1411W Actual SIO Hewd 1.088 MML. (+) DP Allowed See 2) bdow 3-12° SAW +804 Par 41118' 4.037' +80.0 psr 4 -Sr 4.814' 1 +100.6 pat 1) THE LESSER VALUE OF TABLE A AND TABLES 3 AND DETERMINES THE WATER LUM (+) OP. 2) THE 1-0IIIS+SILL MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS HOT REQUIRED OROVERHANG 1S PER FIGI.IF 80, +On SHOWN IN TABLES SAND 4 MAYBE USED. Ivtirrz 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2.4 FORANCIORLOCATION & SPACING. 3) EE TABLES 2.4 FOR R610MMEMENT 4) CONTINUOUS ANCHOR PLATE, ITEM 94 IS FMCIUB(ED AT ALL FRAME ANCHOR LOCATIONS. 6) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAOALADD<K Fro``())SEESHEET2FORAPPLICABLEOLD PERPANE.S122. DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG PH)RATIO 19 EQUAL TO OR MORE THAN 1 E EXEMPTED FROM WATER INFILTRATION RESISTANCE. THE OVERHANG RATIO SHALL BE CALCULATED BY THE FOLLOWING EQUATION: OH RATIO .OH LENGTHIOH HEIGHT PAOHUCT mIrmB ,as 6601*hte6 -11b *I Fb>1dA E1y4ndw6eN �j 1 l,ti S 1 LYNN �•C . 'y�OENSF� ': No. 3T TE 5�6%T'057 =�� •' A. P.E.# Ba706 52 r Z 04 id 8 M N LL e- r O O M 01 m ~ g LL Z C z (L z i - 8.876 --� r ❑ .,o6 ❑ IFn 0 2 TRACK HEADMAMB RIGID PVC I H H F-- I "Ar O 3 TRACK HEMJAMB 6.876 —+I .106 Q T 1886' O2 TRACK SILL RIGID PVC Imo_ 9.000' I 1 A90' -�{ 1.698' h+- � 1.686 I•.- REINFORCEMENT ,.446 A25" I �( COVER A16 Z L 2.786 .4tm" MW c 3w RIGID PVC 2jw 3 F] 226 L_ .12a• 1zo• --I i-•– .lar 1m . I } : jar REINFORCEMENT F-- 2807 ---I -400 � "PLATE RCEMEN7 � AND STI EO ® AND STILE @ REINFORCEMENT REINFORCEMENT 6OD5•T8 ALUM. REINFORCEMENT REINFORCEMENT 6008•T5ALUM. 8005 TS ALUM. 6008 -TS ALUM. COMPOSITE RIGID PVC ® 3 TRACK SILL 10.826, RIGID PVC 5� 3.485- �OIO [Ju fl H�-��iAir ED E=1 �7 .,00' -In �7 L2.11fw ❑ ❑ .,�• ❑ I /'��G��i Lt��l®.1 � ,�, � .1�' 2.1� 2. @RIGDPVCEAD/JAMB —1 RIGID DCPVC�L 2.291• � 726 .646 am -i4 — �r 886 .e4o` WW - w eQ � taoo- �, Ill T -.fir .12W .�'1• — mr '._ .fir SCREW COVER © ANCHOR PLATE 8083 TB ALUM. TRACK INSERT @ KEEPER 08 6083 -TO ALUM. 8083-T8 ALUM. BOTTOM 11 SUPPORT RAIL RIGID PVC 6063.78 ALUM. 6083T8 ALUM. 1.456 1915- MW MOr 18,6 �• 1 Tiase AW Aw jr © OUTER SILL 1@3 SILL TRACK 19 BOX SCREEN SILL 1St R SCREEN ADD-ON 16 OR SCBE NADD COVER RIGID PVC RIGID PVC TRACK 8003 -TS ALUM. 5083-T8 ALUM. JAMB ON RIGID PVC I 1.863• 4a4P 2.887' 5.484' ,.988:ii &176 • aa• .oW' .oeD' .106 ILL RISER © 58063—T8 ALUM. 18 58083-T6 ALUM. 0003 -TO ALUM. ® 6063-T8 ALUM.TOR @6" 6083 T8 Air ALUM. 216 ►1114.287 ",t•—►{llh+ '• Am �+'- f _T 7 ®RIGID "BEVELED BEAD ®1-11 OOGGEE BEAD @ PVC �� PVOGEE BEAD ® BOOK REINFORCEMENT TE 6063-T ALUM. ®RE ORCEMEPIT ADD-OIN © REI ORCEMENT @PTE OC K ER 840E-7SALUM. 6063-T ALUM. RIGID PVC -r--I�� 1.osr N rL_N ®BOXSCTOP RAIL 6063-T8 ALUM. 91 130TTOM RAIL BOXSCREEN 8083-T ALUM. ®SIDE SRAIL 683T8 ALUM. I�--�- 1.081 1.081• TI 11.776 1.776 ash —. — .659• 1--1 STD. SCREEN STD.SCREEN to TOPIBOT. RAIL 1f SIDE RAIL 6063.7 ALUM. 6083.7 ALUM. .I LYNN tyj4 SF N0.*08 O�C� A. LYL!II41t'd�L�i, P.E. P.E.a 887 2.61Y ash 4.&46 ASTRAGAL ADD-ON RIGID PVC 1!1 1.3W I - .tom• 046 m6 T .p68• J BOX SCREEN ® SOX SCREEN ® ASTRAGAL OXO ADAPTER ADAPTER 0083-T8 ALUM. 80S3-T8ALUM. pw -4 i+ �I + 046 m6 wr 1 T1.086 aer I+- 2a76•� STD. SCREEN ASTRAGAL FIXED PANEL CLIP ® 6083-T8 ALUM. ADAPTER 6063.78 ALUM. 10707EmsRoLo0yom E N. VEmm FL 34376 as eoxls2a NOXOdB PL 34274 CWT..OFAUnc: s J.J. 1 10/11/11 IFBC 2010 0 .100' 4.278' 1876 ® (-•- PANEL STILE, TOP AND BOTTOM RAIL RIGID PVC WWVucruxvLwA awN5 theF,oAft ria AWWAMa. A J.R 1 11/05/13 NIATHISSHEE11 PART DETAILS ROSOWSKI JYL SGD INSTALLATION GUIDELINES 111memo WAXW 570/2770 NTS 0 OF 13 1 MD-NSGD570-01 JR -B Part ti PGT. # Deaodpbon b0 418042 Frame Header Block b1 48062 Ro1lerAdj. Hole Plug b2 41738 SGD Petrel Come -along b3 41738 3Gb Pani Come -along Cotler b6 79898 Duet Plug 88 44385 4 Hole Bumper Stop b8 818037M F&ed garret Clip 69 71888(3 SM Plug 81 78X38PPTX U8 x 3/S' Ph. Pn. TEK Screw 82 78X34PPSDAX #8x314" FI. Ph. TEK - S.S. 83 781P3TX 88 x 1" Quad - S.S.. 84 781PQX 88 x 1° Pn Quad - B.S. 0b 78X114PHPT490X 98 x 1-114" Ph. Pn. TEK 86 710X1PPSDAXX 810 x 1" Ph. Pn. TEK - S.S. 87 710X916PPX 810 x 9-112" Ph. Pn Keeper 3orewa 88 71NCdPPX #10x2" Ph. Fl B.S. Screw 88 710X212PPDAX 810 x 2112" Pn Ph. Tek S.S. 70 712X112PP 012 x 1-112° Ph. Pn. A 71 812033 GE 7700 Spioone 72 812028A Dow Coming 995 SUicone 73 71728K Neoprene Seth Block 1"x4°x1H8° 74 817383 Metal Spacer- 8i32° 76 84863K Urethane t0 Beeler 78 817356 Spioorte�Faam Super Spacer - 7198' 77 BFpgbK Hot -malt Butyl 78 818010 1-1118° Bowled Bead 78 81901b 1-1118" Ogee Bead 80 818018 1-3/18" Ogee Bead 82 82139 Ogee Vkryl Mullin 83 83608 Insulated Glass Muniin - Horizontal84 122 4CONN LG. btter'eeation 8b 7858{( I.G. Gddlock Cpp - 7118" 86 7560K LQ Orkpock CUP • MIS` 704188 Screen Latch Assy. 128 73NKPN ' Screen Keeper 127 89893K Serrated Screen Spline - .145° 128 81882{( Screen Spline - .165° 128 819049 P -hoofs Rehdoroement Plate 48 710X125FP3DX 810 x 1-1l4° Fl PH SMS Part ti PGT. # Deaodpbon b0 418042 Frame Header Block b1 48062 Ro1lerAdj. Hole Plug b2 41738 SGD Petrel Come -along b3 41738 3Gb Pani Come -along Cotler b6 79898 Duet Plug 88 44385 4 Hole Bumper Stop b8 818037M F&ed garret Clip 69 71888(3 SM Plug 81 78X38PPTX U8 x 3/S' Ph. Pn. TEK Screw 82 78X34PPSDAX #8x314" FI. Ph. TEK - S.S. 83 781P3TX 88 x 1" Quad - S.S.. 84 781PQX 88 x 1° Pn Quad - B.S. 0b 78X114PHPT490X 98 x 1-114" Ph. Pn. TEK 86 710X1PPSDAXX 810 x 1" Ph. Pn. TEK - S.S. 87 710X916PPX 810 x 9-112" Ph. Pn Keeper 3orewa 88 71NCdPPX #10x2" Ph. Fl B.S. Screw 88 710X212PPDAX 810 x 2112" Pn Ph. Tek S.S. 70 712X112PP 012 x 1-112° Ph. Pn. A 71 812033 GE 7700 Spioone 72 812028A Dow Coming 995 SUicone 73 71728K Neoprene Seth Block 1"x4°x1H8° 74 817383 Metal Spacer- 8i32° 76 84863K Urethane t0 Beeler 78 817356 Spioorte�Faam Super Spacer - 7198' 77 BFpgbK Hot -malt Butyl 78 818010 1-1118° Bowled Bead 78 81901b 1-1118" Ogee Bead 80 818018 1-3/18" Ogee Bead 82 82139 Ogee Vkryl Mullin 83 83608 Insulated Glass Muniin - Horizontal84 122 4CONN LG. btter'eeation 8b 7858{( I.G. Gddlock Cpp - 7118" 86 7560K LQ Orkpock CUP • MIS` Pert # M. 8 Descdplion Box Semen 8122b6 ScxeertTap Rao 81 612287 Sateen Bottom Rail 82 612288 Screen Side Rap - Lockstlie 9;9 84344 Screen Astragal84 817348 OXO Screen Asirggal Adapter 86 84428 Screen ruble Interlock 897347A Screen Bug Flap 97 41818K Screen Keeper Spacer Set 98 720X1X 11420 x 1° B.S. 99 720X112X 1/420 x 1-1/2° B.S. 100 717030 Watp, .2T0° x .1b0" - Fbf Seal 101 7SRAZ Standard Roller 102 7SRAX Standard Roller- B.S. 103 7LOCKWO3 Screen Lockaet 104 41818K screen Look Keeper Spacers 78--P Screen Look Keeper Standard Screen 110 812033 Screen Frame. To Bottom Rap 111 812028A Screen Frame - Side Rap (Latch) 112 812033 Semen Frame - Side Rap 113 817383 OXO Screen Astragal Adapter 194 84863K Vinyl Astragal 118 817356 Scree(( SM Adapter 118 BFpgbK g 117 7R42DK Wet 118 74X1PA #4 x 1° Ph. Pn. SMS 119 70X112PSA78 98 x 1-1/2° Ph. Pn. SMSA Z 120 41703N Sam Bose Bushing 129 712027 Comer Key Wheel Assy. tanderd) 122 712027S3 Comer Wheel Assy. {S.S. wlbea 123 4180bK Screen Handle 124 41808 Screen Handle Slide 704188 Screen Latch Assy. 128 73NKPN ' Screen Keeper 127 89893K Serrated Screen Spline - .145° 128 81882{( Screen Spline - .165° 128 81894K Screen Spline -.1501 130 61818(20 Screen Cloth ��tZ�•;pF3QSE ''••'' ��i� tyo. 58705 r'� O.c; ' •. Ftoa�QP� Y e�dp. P"WM Nm g P O 0 / ! LLI W Q N CO 0 47 O e- Z `- N r" 0 `- U Q F - LL Z M � Z r O o 0 r" c ?� 0 m� ®� Y NOTES ()SEE SHEET 10 FOR MATERMt. TYPE AND DETAOS. �99LT tfBYt� at�dw►tr l 1i Pett S PGT. ffi Desotiptlon 1 818001 2 -Track HeadlJamb 2 818002 2 Track SM3 818028 3-TrackHeadWamb 4 898028 3-Treok Sip 6 618027 4 Treck HeadlJamb 8 818028 4 -Track SM7 818000 Forme Screw Cuter B 818031 Anchor Plate 8 618007 Track Insert 10 819028M Alumintmt Keeper 99 818038 Bottom Rap Support 12 819008 Outer SM Cow 13 819011 Sffi Track Caves 14 818039 Box Screen SIII Add-on 96 819012 Outer Screen Track (Standard Screen) 18 819038 Box Screen Head and Jamb Add-on 17 818022A SIII Riser -(DP80) 18 818029A SM Riser- (DP80) 18 818024A S01 Riser -(DP100) 20 818032 P -Hook Adapter 21 818020 P -Hook 24 818014 Rekdorcemant Covet 25 819030 Reirdorcement Plate 28 8190f7M Top, Bottom and Sffie Relnt. (Alam) 27 18048 Top, Bottom and Stye Rekd. (Comp.) 28 819018M Interlock .300 Reinforcement 28 818013M trttedock .400 Reinkxcemerrt 30 818019M Astmgai ReiMamement 31 819038 RshdoroementPlate 36 8108 Interlock Adaptor 38 898008 Astragal Add-on 37 8104 Panel Effie, Top/Bottom Rap 40 718809 .187 x.280 Fbtaeal (Effie) 41 71898K 1-112"x 1°x3/4° Fin Seal Duet Plug 42 498041 Interlock Cpp Cagier 43 78163X Tandem S.S. RollerAasy. 44 78153N Tandem Nylon RoJlerAesy. 45 TYPE STANDARD REVERSE 2P2T 1) MAMMUM OF (8) EIGHT PANELS UP TO W FRAME HEIGHT. xx 2P2T Mv4 R 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCXETS IF XO A ox 3P2T 8 D P K T R M oxo A OXO 3P2T D K K A NOTAVAILABI.E JOOC `��•T��pEN32; 3P3T p B A M os K F R A �a XXK m 3P3T D g P K F M M VENIM FL Sm Xx0 XXK"^ "''"� 4P2T L D R P NDTAVAGABLE aooco P.E.i9 (18703 4P2T L D M A NOTAVAMABLE )OOOC D B K F 4P4T B a J J M F M A U U GwmM...w� 8D A X)= XXxK p B K F 4P4T g P F R J J M A U U P"maln� MOOD A W -2i:..A a OxxK 6P3T L D P R F L D R g P NO oxm BcmIMI NO oxzKD s 6P3T L D F A M L D M g xwooc 8 t No )00= SCF43ON E M NOTES .« 1) MAMMUM OF (8) EIGHT PANELS UP TO W FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HE*HTS OVER W AND UP TO 120`. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCXETS IF i—C •yet• t1UI1 •' �� '�i� INTERIOR `��•T��pEN32; 140.yST05 EXTERIOR 'spt`•'••.FLORLOp:'��4�� 1MISCHNOLOGYDRm v !—! M VENIM FL Sm /ONA�- FL34YTa !—i ■ iii i—i•7-moi iii ■ !moi i�� ■_ tai wwiWil"mz�= mlo—w!"m lIt69UC7kiV�A o a9P1D�9 Wb®l9. 6 6t b�sEt�,bl l�Mesl �� Ce J.J. 1 10/11111 IFBC201000DE RBId ow Oafs RevTetac J.R. 11/05/13 A THIS SHEET I Dram Dr. SAMPLE CONFIGS AND PANEL NAMES I ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 Ma Res 570/2770 NTS 12 OF 13 MD-SGDb70 01 B j NOTES 1) MAMMUM OF (8) EIGHT PANELS UP TO W FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HE*HTS OVER W AND UP TO 120`. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCXETS IF APPLICABLE) IS LIMITED TO 4$7-1111$% t1UI1 •' �� '�i� INTERIOR `��•T��pEN32; 140.yST05 EXTERIOR 'spt`•'••.FLORLOp:'��4�� 1MISCHNOLOGYDRm v M VENIM FL Sm /ONA�- FL34YTa A.LYI�PI I✓iLLL�l p.E. P.E.i9 (18703 mm GERr. oFAum i—i•7-moi iii ■ !moi i�� ■_ tai wwiWil"mz�= mlo—w!"m lIt69UC7kiV�A o a9P1D�9 Wb®l9. 6 6t b�sEt�,bl l�Mesl �� Ce J.J. 1 10/11111 IFBC201000DE RBId ow Oafs RevTetac J.R. 11/05/13 A THIS SHEET I Dram Dr. SAMPLE CONFIGS AND PANEL NAMES I ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 Ma Res 570/2770 NTS 12 OF 13 MD-SGDb70 01 B j P SINGLE �4'j'; •'�CEN3F FIXED INTERLOCK INTERLOCK M LOCKSTILE R FIXED mr�SINGLE SINGLE J LOCKSTILE IMTE1CHNOlWYOR" INTERLOCK T ASTRAGAL FIXED (BOX OUT) OUT DOUBLE LOCKSTILE T ASTRAGAL FIXED (BOX IN) IN DS LOCKSTILE S FIXED INTERLOCK ASTRAGAL (BOX OUT) LOCKS11LE OUT S FIXED ASTRAGAL (BOX IN) LOCKSTILE IN L SINGLE ASTRAGAL (BOX OUT) INTERLOCK OUT LR ASTRAGAL SINGLE (BOX OUT) OUT INTERLOCK N ASTRAGAL SINGLE (BOX IN) IN INTERLOCK c SINGLE ASTRAGAL (BOX IN) INTERLOCK IN B SINGLE SINGLE INTERLOCK INTERLOCK M LOCKSTILE SINGLE INTERLOCK F SINGLE �4'j'; •'�CEN3F SINGLE INTERLOCK INTERLOCK M INTERLOCK H SINGLE SINGLE J INTERLOCK IMTE1CHNOlWYOR" INTERLOCK K SINGLE INTERLOCK LOCKSTILE CLRI OFAUTFL A DOUBLE LOCKSTILE U ASTRAGAL U ASTRAGAL tea. �,,,,,,,,,.cl OUT DS LOCKSTILE (BOX OUT) INTERLOCK INTERLOCK U ASTRAGAL LOCKSTILE (BOX IN) IN A SINGLE LOCKSTILE INTERLOCK U LOCKSTILE SINGLE INTERLOCK J ASTRAGAL LOCKSTILE OUT (BOX OUT) J ASTRAGAL LOCKSTILE IN (BOX IN) 4 INTERIOR EXTERIOR V `ON.I LYNN M/k'��, DOUBLE ED'`^^^-': �4'j'; •'�CEN3F INTERLOCK M LOCKSTILE C3N,ivwvj tRc : N0.58705 — ' H I r; rl.2 J %�AO'•.` STAE IMTE1CHNOlWYOR" SDSINGLE Aa BOX im ALYPIN ,P.E. PE.& B871� CLRI OFAUTFL C DOUBLE ED'`^^^-': ASTRAGAL INTERLOCK M LOCKSTILE C3N,ivwvj DOUBLE INTERLOCK J LOCKSTILE ASTRAGAL SDSINGLE DOUBLE INTERLOCK INTERLOCK A DOUBLE LOCKSTILE INTERLOCK U ASTRAGAL tea. �,,,,,,,,,.cl LOCKSTILE DS DOUBLE �� SINGLE INTERLOCK INTERLOCK NOTES 1) APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 24 FORANCHOR LOCATION & SPAGM. 3) SEE TABLES 24 FOR REWPORCEMENT REQUIREMENTS. 4)CONTINUOIX ANCHOR PLATE, ITEM 0% IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. J.J. 1 10/11/11 IFBC201000DE "�or cmrw J.R. 11!05/13 INZATHISSHEET f1 Dwr kgvim ;=r%m NNW Efy/h/aBoe 9Wo�LAmpmaxo--r, 2p/6� 6 PEEL TYPES J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 570/2770 1 NTS 1 13 OF 13 1 MD SGD570-01 I B