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WS-14-2591Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223934 Permit Number: WS -11-14-2591 Inspection Date: December 09, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: IVIS, GEOFFREY Work Classification: Window/Door Replacement Job Address: 710 NE 94 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1132060141720 Contractor: HOME OWNER Building Department Comments INSTALL 14 WINDOWS AND 3 DOORS Infractio Passed Comments INSPECTOR COMMENTS True Passed Inspector Comments Failed El Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until reinspection fee is paid. For Inspections please call: (305)762-4949 December 10, 2014 Page 1 of 1 ,.w g.131�y L -M BUILDING PERMIT APPLICATION Miami Shores Village Building Department iNOV 26 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ( ! Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949�- FBC20IkC) Master Permit No. l -is 11-1 — 75 Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION 0 EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 710 /VC 1Y °fly 5t re et, A4 o a h,. 54 ore4. F/_ 351,30 City: Miami Shores Countv: Miami Dade Zip: 33 13 8 Folio/Parcel#: 1I-3206-o1q_ 1 %2® Is the Building Historically Designated: Yes NO hO j "�,gle Occupancy Type: Load: Construction Cael�.P'd Type: b luc(t Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): tre®T7 rw xyo e Phone#: ( ) 75,6- qe q% Address: 7/0 11E 9lq to 5 -free --t / City: /iii i s Gh o 4®re 5 State: ! `- Zip: 3'3139 Ten2nt/Lessee Name: Phone#: +— r Email:!�Jie lyie(F e�i�a G�S�, �►�� CONTRACTOR: Company Name: 04✓ h 42 r` Phone#: Address: City: State: Qualifier Name: State Certification or Registration M one#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ 16,500 Square/Linear Footage of Work: p: Zip: Type of Work: ❑ Addition ❑ Alteration 1:1New ® Repair/Replace ❑ Demolition Description of Work: + # S / / I14 we .h o w 5yi d 3 Ao r 5 . Specify color of color thru tile: Submittal Fee $ Permit Fee $ -(®, CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Dr D Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip V 1 c 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. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of me or who has produced who is personally known to as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by , who is personally known to identification and who did take an oath. off) if'_13l PI19149 as Sign: 1 Sign: Print: - ® Print: Seal: Seal: �OI�A ..... APPROVED BY d' t Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) A • . p OWNER BUILDER DISCLOSURE STATEMENT Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NAME: Oreoff'rey h03ellc 1 vie— DATE: 112- It 2®t cle ADDRESS: 7/0 ME I /Y N St, Afgm; 5Avres , FL 33130 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. it is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial�C.�_ 2. 1 understand that building permits are not required to be signed by a property owner unless he or she Is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial b d 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial—h 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial b d S. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial r • w 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial_,_ 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvforidalicense.com/dbpr/pro/cilb/index.htmi .�1 Initial Ck 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 710 eV4 1f Sf *-I,, Oore3 FL. "L Initial A 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial ZJ Licensed contractors are regulated bylaws designed to protect the public. If you contract with a person who does not have a license, the . Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this By. Col-A.1C4 -( 1\1tr- day of % -J %_J 20 i who was personally known to me or who has Produced there License or as idetllficatin Y••.; / coy � Y �%, Off;•..• •y , 710 NE 94th St Geoffrey Me 1) Plastpro DRSOO door 31.75" x 79.25" 2) PGT HR -710 window 53.125"x 38.375" 3) PGT HR -710 window 111" x 50.625' 4) PGT HR -710 window 111"x63" 5) PGT HR -710 window 74" x 63" 6) PGT HR -710 window 74" x 50.625" 7) Plastpro DRSOO door 35.75" x 79.25" 8) PGT HR -710 window 3-r x 38.375" 9) PGT HR -710 window 111" x 38.375' 10) PGT HR -710 window 74" x 38.375" 11) PGT HR -710 window 37" x 50.625" 12) PGT FD -750 door 33" x 79.75" o®be � moon "i fl egress 3 Z"x 32.75 t 4 V rAl L"Y Ws 1 L - Miami Shores Village APPROVED BY DATE zONING DEPT FLDG 'DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL AND COUNTY RULES AND RFOULATIONS RECETN7ED 6eroom NOV 2 5 2014 j ,kjt", - =a 0000.. see*** 0000 *see so as 0000.. . : 0000.. Go** B ME 0 N 00000 *0:00 0 000000 0 0 0 0 00 0 0 0 9 710 NE 94th St Geoffrey Me 1) Plastpro 2'8" x 6'8" impact opaque fiberglass outswing single door smooth skin series, flush DRS00 X configuration 31.75" x 79.25" +/- 50 psi State of Florida Product Approval # FL -15180.11 2) PGT WinGuard aluminum horizontal roller window, impact series HR -710 XO configuration size 33 53.125" x 38.375" +/- 75 psf NOA No. 11-1114.04 3) PGT WinGuard aluminum horizontal roller window, impact series HR -710 XOX configuration size T24 111" x 50.625" +/- 60 psf NOA No. 11-1114.04 4) PGT WinGuard aluminum horizontal roller window, impact series HR -710 XOX configuration • • 0000.. . a o 0 o: o size T25 • • 0 111"x63" 0000.. • :00000 • •••••• +!- 50.9 •••••• • psf NOA No. 11-1114.04 0000 0 .. .0000. 0000 • •• ••••• 5) PGT WinGuard aluminum horizontal roller window, impact 0000.. . . .• 0000. series HR -710 0000 ... 0000.. • XO configuration 0000.. : 0 : size D250 9600:0 74" x 63" . • • • woos 0000.. 0 0 +/- 63.8 psf 60:0 NOA No. 11-1114.04 6) PGT WinGuard aluminum horizontal roller window, impact series HR -710 OX configuration size D24 74" x 50.625" +/- 75 psf NOA No. 11-1114.04 7) Plastpro 3'0" x 6W impact opaque fiberglass outswing single door smooth skin series, flush DRS00 X configuration 35.75" x 79.25" +/- 50 psf State of Florida Product Approval # FL -15180.11 8) PGT WnGuard aluminum horizontal roller window, impact series HR -710 XO configuration size D23 37" x 38.375" +/- 75 psf NOA No. 11-1114.04 9) PGT WinGuard aluminum horizontal roller window, impact series HR -710 XOX configuration size T23 111" x 38.375" +/- 60 psf NOA No. 11-1114.04 10) PGT WinGuard aluminum horizontal roller window, impact series HR -710 XO configuration size D23 74" x 38.375" +/- 75 psf NOA No. 11-1114.04 11) PGT WinGuard aluminum horizontal roller window, impact series HR -710 XO configuration • • ; .' size 24 ••.•.• • • • • •••.e• 37" x 50.625" """ • +-75 pst • .... .. . ...... NOA No. 11-1114.04 .... . .. ..... •••••� •�� •��••. 12) PGT WinGuard outswing aluminum french door, impact .. .. ...... .. . ...... • series FD -750 • X configuration • ...... ...... size 2868 • • 33" x 79.75" • • • +i- 75 psf NOA No. 11-1013.24 as MUM-RADE COUNTY, FLORIDA ,a ... . PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING. ENVIRONMENT', AND REGULATORY 11305 SW 20 Str1, Room 208 BOARDAFFAIMA D CODE ADMINISTRATION DIVISION T (786) 315-25" ) 315 4 NOTICE OF ACCEPTANCE (N0A);larnidadegov.4hera/ PGT Indy, blue. 1070 Teelhuology Drlve Narth Venice, FL 34275 SCOPE: This NOA is being rued under the applicable rules 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 Muni -bade County and other areas whence allowed by the Authority Having Jurisdiction (AHJ). T&is NOA shall not be valid ager the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHd (in areas other than Muni -Dade Counly) mom 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 menufaaturer 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 mace, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as deschrilW herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Serlm "ER -710" Aluminum Ho kmaital Sliding Window - L.M.L APPROVAL DOCUMENT: Drawing No. 4127-10, tithe! "Alum. Horiaontal Roller Window, Impact", sheer 1 through 11 of 11, dated 02!28/2006 with the latest revision "E" dated 10/17/2011. prepared by PGT Industries, Inc.. dated 02/0111012, sued and sealed by Anthony Lynn Miller, P. E, bearing the Miarni-Dade County Product Conh+ol Revision stamp with the Notice of Acaeptano number and Expiration date by the Miami -Dade County Product Control Section. NftSSILE IMPACT RATING: Large and Small Missile ImpactResistant, LABELING: Each unit shall bear a permanent label with the manuthctirees name or logo, city, state, model/ series and following statement" "Miami -Dade County Product Control Approved" unl"•ot; gwise noted herein. : .' . • ....:. RENEWAL of this NOA shall be considered ai%r a renewal application has been Q ppd theleidi-bewt ... .:. no change in the applicable building code negatively aff sting the per& mance of this OWuct. . ATYON of this NOA will occur a8er the expiration date or if there has b w auvisiolh or ange • • in the materials, me. and/or manufacture of the product or process. Misuse of this WA *a s an efiddr Tent..:... of any product, for sales, advertising or any other purposes shall automatically this NOAH: ppilure...... to comply with any section of this NOA shall be cause for termination and removal efNQA. , • ADVERTffinn=.* The NOA number preceded i by the words MiamDadd County, XodA6 and • • • • : • followed by the expirationdate maybe displayed in advertising lit creat . If any ppr&pn of the NOA is:.... displayed, then it shall be done in its entirety. ..:. INSPFMWN: 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 No. 1141830.82 and Consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Janne D. Gascon, P. E. r NOA Na 11-1114.04 by Expiration Date: December 21, 2016 Approval Dater: February 16, 2012 Page 1 A. DRAWINGS 1. Manufacturer's die drawings and sections. (SO&MUted mukrNOA 's N& -s P-0815.09 and "-0485.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, impact", sheets 1 through Il of 11, deed 02/28/2006 with the latest revision `S" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/0112012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked- V drawings and installation diagram of XOX aluminum horiaoutal sliding window, prepared by Fenestration Testing Laboratory, Inc., Teat Report No. - FTL -3330, dated 07/18/2007, signed and seated by Carlos S. Rionda P. E. (Submitted undet NOA Na 07-0815.09) 2. Teat reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Rem 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, Type "C" sliding window, (bade 10, per FBC 24113.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4838, dated 03/08/2006, signed and sealed by Edmusndo Largaespada, P. E. 0000.. (Submi�ed ander NOA Na 06-040106) • 0000.. . 3. Test reports on: 1) Air Intilon Test, per FBC, TAS 202-94..:.. ; 2) Uniform Static Air Pressure TWO, Loading •FPC TM 2002-94: 0 • •': 3) Waxer Resist Test, per FBC, TAS 202,9!4;;0 .• ;;. . :Go** . 4) Lap Missile Impact Test per FBC. TAS 20 -34 -0 0 • : 0 0 0 0.0 S) Cyclic Wind Pressure Loading per FBC, T .-A3-94 . . • 6) Forced Entry Test, Type "C" sliding winddw, Grade 1,Q,..:. so**:* per FBC 2411 3.2.1, TAS 202-94 and per wv F 842-04 ::...: Along with marker -up drawings and installation diagram. of XOX:;a6dn,6 horizontal sliding window, prepared by Fenestradon Testing Laboratory, Inc., Test Report No. F n., 4839, dated 03/0812006, signal and sealed by Edmundo Largaespada, P. E. (Sabmftted under NOA Na 06-040S.06) Adme D. G P. E. Product Control Section Supervisor NOA No, 111114.04 Expiration Date: Dumber 21, 2016 Approval Date: February 16, 2012 E-1 C. CALCULATIONS 1. Anchor verification calculations and structural wed by POT Industries, Inc., dated 10/26/069 Clark P. E. (Sub uNed ander previous NOA No. 07-0815.09) 2. Complies with ASTM 91300-98/ 04 analysis, complying with FBL, signed and sealed by Robert L. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (1'ERA) E. MATERIAL CERTIFICATIONS 1. Notice of Aicceptance No. 11-0624.01 issued to E.I. DuPont DBNemours & Co., ins. for their "DuPont ButedUS PVB Interlayer" dated 09/08/11, oxpiring on .12111/16. 2. Notice of Accept No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" date104/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and W-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Leiter of Adoption of as hfs Owr4 the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Axtt gy Lynn Miller, P. F. : .0. • 0000:0 4. Statement letter of no financial interest, conformance and co Mce v4th do FBC- '. 2007, dated 06/29/2011, signet and sealed by Robert L. Clark SM ; • �' (SubmtHed under previous NOA Na 11-0630.02) . • • • •.� • � • :0000: F 5. Laboratory compliance letter for Test Report No. n,4330'is�sW by F • abort; • •. Testing Laboratory, Inc., dated 07/1S/2007, signed and sears Carlo . °.' tiondat�;;;. P.E. (Submitted anderprevlous NOA Na 07-0815.09) • • •• • • 0000.. t Jaime D. Gascon, P. Product Control Section Supervisor NOA PTs 11-1114.04 EapftWn Date: December 21, 2016 Approval Date: February 16, 2012 E-2 r, � � `L., [ i1.`�' i F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., date! 03108/7.006, signed and xaled 'by Edmundo Largaespada, P. E. {Subustd underNOA No. 56-NO5.*Q G. OTHERS 1. Notice of Acceptance No. 11 -MO -02, ism to POT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - LALL", approved on 08/1&2011 and expiring on 12!2112016. ...:.. . ...... .... ...... .... . .. ..... .... .. . ...... qje. cas�n, P. E. Prodnet Control Section Supervisor NOA No. 11-11 14AN EVhvdton Data Deeninber 21, 2016 Approval Dais Febra "16, 2012 E-3 RININVINKIR HONOREE ROMMURN 0Vii; MORRM NM N:w ISIMM vital Nyl own Man a a toga is mmmm N, AIRY a a Rp a m Ail imm �,,, KA m i "'v"n m�, im, MRSOMMIM MOMMUMN MAKWAX-flPIN r, V a fg. 0-11 il slaw AWraw, EVE MS 11161191 WE, IN N, f a V, C" I N � "N., 1 r3WERIOR INTERIOR G 88 WTE NOR 55 G lrNomBITE (ALL SECT ) 60,61,62 s ,�,i • - , ..� • �.,. q - q, a !zip tt C T.?2�I7. • :[ell 011ie, `. IW NOK 11a' NOK 89 GLASS SITE 59 GLASS 81TE Sa � Sa 88,87,88,68,70,79 72.73,74,75.78,77 vzvxw a d lff ANNEALED OR HEAT STRENGTHENED GLASS Mr AI 4EALED OR HEAT STRENGTHENED 0188 � SOLUM DR DUPONT PNB KFERLAYER AN SOLUM OR DUPONT PNS 4dTERLAYER IW ANNEALED OR HEAT STRENGTHENED GLASS 3M8• ANNEALED OR HEAT STRENGTHENED GLASS • 6/18° LAmiNATED 7MG'LAMMAYM 6M8' OR W AIR SPACE • • • • • • • • • 3118' OR 114° AIR SPACE 1W OR 3M8' ANNEALM fat NlR G�96 �• 118' or 3118" ANNEALED OR TEMPERED GLASS® 13MOO NCM • • • • • • • i • • • 13M8° NM t' 13118° LM IG GLASS VW SM$' LM "' ''' ' 0 ' : • • • 13M6' LM IG GLASS Wl 7118' LANll • ••• • ••• ••• ••• AFOR INSTALLATION IN THE HVHZABIDVE 30 FT, GLASS •T 48H' u HAS A VWjMEDZa MASS CAP. BOTH THE DP AND ANCINOR 4LIA MN TO REMAIN UNCHANGM am • lQMWI B 10CMNWIWfMr •GLAZMVETA1LaQ % 0 tD70Te0tNlloRiVB �i •. �;COR►OP:•' C'!�� F16 smt ao �cn7Pf71to8a8sf�ET + SIOt •:: HFW0WALROLWRWMACT N �304• uw 2 E tires��a FA 6w omm FUR ` ,`�• XOX (113,118,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1- SMALLER) WINDOW GLASS WINDOW MEOW WIDTH TYPE ALLHEIGHTSUPT101 83" TO 88 7118" A'B'C' G,H.I .0 TO 86 7/'10~' I r J,K�L w� � +75.0 1 75.0 TABLE 3 P_X AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS Wl SAME= DLO ARE 1 p SMALLER) WINDOW MAUI WINDOW MGM WIDTH TYPE I 2" 38" 38 3f8" I 48" I 6a Ir I 60" I 63" 80" A,B,G.H +75.0 1 75.0 +75A 75.0 +75.0 esr' B.G.H +75.0 TABLE 1. XOX (1/4,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE V SMALLER) D A KR fNBTAtU1TfON IN THE W*MASM 30 L8� �' VE A T UL OL48S CAP. BOTH THE DP AND ANCHOR QUANTITY tom. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 2r 38" 38 318" 48" 50 aw 64" or 63B 84" B,G.H +80.0 80.0 +80.0 •60.0 +60.0 80.0 +80.0 80.0 +00.0 ••60.0 +00.0 -60.0 +80.0 -60.0 +w.0 -60.0 or 8" A, +MO •60.0 +60.0 SOA +60.0 8 80. 0.0 +MO -00.0 +60.0 0 +60.0 -W.0 +58.8 -58.8 +58.2 -0.2 108 3f8" A.B,G.H +80.0 •80.0 +80,0 •80.0 +60.0 -MO +80.0 -60.0 +80.0 60.0 +80.0 -60.0 +55.2 -66.2 +523 -52.3 408" A,B,G.H +80.0 410.0 +60.0 •60.0 +•60.0-W.0 +60.0 80.0 +60.0 80.0 +60.0 -60.0 +54.6 * 84.6 +51.7 -51.7 914p A,B,G.H +E0,9 -50.9 +80.0 .60.0 +60.0 .60.0 +80.0 80.0 1 +60.0 -80.0 +80.0 60.0 +59.5 -59.5 +53.6 -63.1+75.01 UP TO 444" C.1 +8D.0 80.0 UP TO 144" D.E,F, L 75.0 TABLE 2. XOX (113,118,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1- SMALLER) WINDOW GLASS WINDOW MEOW WIDTH TYPE ALLHEIGHTSUPT101 83" TO 88 7118" A'B'C' G,H.I .0 TO 86 7/'10~' I r J,K�L w� � +75.0 1 75.0 TABLE 3 P_X AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS Wl SAME= DLO ARE 1 p SMALLER) WINDOW MAUI WINDOW MGM WIDTH TYPE I 2" 38" 38 3f8" I 48" I 6a Ir I 60" I 63" 80" A,B,G.H +75.0 1 75.0 +75A 75.0 +75.0 esr' B.G.H +75.0 75.0 +75.0 75.0 +75.0 7r A.B,G,H +75.0 75.0 +75.0 75.0 +75.0 74" B.G.H +75.0 75:0 +75.0 75.0 +76.0 +75.0 76.0 +75.0 75.0 +75.0 75.5 +75.0 75.0 +74.2 74.2 +70.2 70.2 75.0 +75.0 75.0 +75.0 75.0 1 +76.0 1 -75.0 +69.8 -69.6 +05.2 76.0 +76.0 78.0 +75.0 76.0 +76.0 -76,0 +68.1 88.9 +03.8 +TS_a [E. 5116- LAME - (1f8- A, .090.1/8- A) G. 1'3/18- LAp !Cr)/8. 0•R �f1f -A NN.). 5/'18' OR 3w AIR SPACE. 5/1S' LAME - (1f m,.090.1ffA) 5118- LAN - (1W A..090,11ir HS) H. 11/,S' LAME W18: Ct 3VA (ISL), 5/18.OR 318- AIR SPACE, 5118- LAMI - (11VA, .090,1f -HS) 5/16° LAME - (1f8" HS, .090.118- HS) L 1311WLAME K3-V.OR3/1�°A &L),5/1S'OR318"AIRSPACE,5118- LAMI-(1f8-HS,.0110lffHS) 711W LAMI - (3116" A, .090, 3115' A) JL13/16 LAMI 101/8° OR VIM (MIN.13115' OR 1f4° SPACE, 7118" LAMI - (3/16"A, .�, VIM) 7/16" LAM1- (31'18" A, .090, 3116" HS) LAMI jG4dr.*GR 3A1 A (SAT,), 3/16° OR 1/4- SPACE, 7118- IAMI - (y16 -A..090, 3/19M) > olo F. 7f18a LAMI - (3116- HS, .090, 3116- HS L. 11f16'I LANAI K3-1QR 3114PAWkL 3116.OR 1/4- SPACE, 7/18- LAMI. (3119M..0110, 3116 -HS .r t tarr> rtnro r► er�er DESM PRESSEIRES ' _ son �aaaooraawe '.�p�.,..,. .rax t a �Ovro> .sa�rsar»E .w sus F 1+1 Fic WSWUA ►GPWN& M ftF =00nia : 1s +see ALt HORIZOMAL ROLLER WINDOW FACT ��,SS/ONA� �' AA um • • • • • : - ;T 4• msto NTS 8 d 9! M10 A.Wii V. --- - .. 27 2/8' 67.33 MAX DLO AL L FLXED LITES 110' MAX WIDTH I.F. FRAME —" 111" MAX WIDTH FLANGE FRAME _ --�►� DETAIL B- XOX (1/41!2-1/4) 339MV MAX 33 2MW MAX DLO FIXED DLO VENT ]iC- Sr MARX FLOW FRAME /�A�LLL� �p,��yy W1jvw% MAX DLOALL /f VENT$ Cr MAX I. F. FRAME O I X Ail. CONFIG, • • • • • .. 73' MAX WIDTH I.F. FRAME TV MAX WIDTH FLANGE FRAME • • • • • • • . • • . • DETAIL A - OX ORPA2 ;. : • _ ��a;'vs°'aa • • • 273V MAX DLO VENT / I // I / x 0 x 8-6 71,r MAX. WIDTH I.F. FRA 7/18' MAX WIDTH FLANGE FRAME DETAIL C - XOX (113-1/3-1/3) NOTE. 1. SEE SHEET 8 FOR VERTICAL APS HORWITAL SECTION DETAILS. 'OR GASKET ANDSU 1S I.F. FRAME =F-- a U3FLAME FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) um I NTS1 4 •t! I 4127-10 i No. 58705 t cOA �/iO�. �'�. �LOIt1QP•��'�4 S'/ONAL alibi ti aip.m P"wm ` V SECTION C -C (VERTICAL SECTION, FLANGE R MNG FDD DLO --I MAX WIDTH (FLOM FRAW 18 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) I-- MAX FUND DLO MNG mail mo ---••� MAX WIDTH (I.F. FRAM EXIMWR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) j : ZyERTIC 4 )EGT�l. I.P. FRAME) r KVXOI .FL3= `NW AWM••• • : • • i3�4� y,g�oa HEAD (VERTICAL SECTION, I.F. FRAME) mvw JIM 5 -11 1 4W-10 MIVMI:��: - -_w1 a • TM DW(,i9 DESCRW ION BUM paw 1 41M A PLANCEPRAMEHEAD 6063 -TEAL 61223?' 2 4025 SASH STOP STD ANTI LIFT' aAP 6063 -TS AL 612244 3 MAW AMSPA 68 X 314 PH. PANHEAD VB- 7834AA 4 4053 SASH STOP COMYt SASH STOP 6063 -TS AL V8° 6 4136 FLANCE FRAME SILL 6063 -TEAL 64136 7 4137 SUADAPWR 6063 -TEAL 64137 8 4131 ROUZRTRACK 6063-76 AL 64131 10 71298 WEEPHOLBOOVBR POLYP". 71298 12 1626 ADH1 SWEOPEN(E.POAM PAD 3/16°A WAD16M 13 4002 A P ANCOEFRAMEJAMB 6063-T6 AL 612225 14 4134 GASKEPFORMAINFRAMESRLJOINP RV. 1/4° AIR WACB, 74134W/K 13 I ISS I f8Xl.OWQUADPN.ShdS 13116' LAMI IC3.3/16'A 78 16 4110 0 SCREEN ADAPTOR 6063 -TEAL 641100 17 4054 B PD[ED M11Et` W RAH. 6 63HD-T6 AL 69M 19 4066 WSTP 187 X Mk FIN SEAL 3116' 640f�0 21 4105 SASHTC)P & BOTTOM RAH. WO -TS AL 6UM 22 166 WSTP X 2MRAM FIN SEAL POLYPROP. 616830 23 225.1 R13LZ.10tHWSW& G =E PQLWROP. 42112HD 24 226 1 BRASSROIEdtWHMS BRASS 7BRWtR2 29 41U IHOWWWALROLURSASHTOPGLOB POIYPRCP. 44128N 32 4006 D ISASHWUrWRAIL 6001346 AL 64006 33 1235 WSPP M X 2MBACK, FINSEAL ISOOM 67316Gi 35 1096 SWEPP LATCH DM -CAST 71098 36 1016 #8X AW P1L FL, SMS 7858 37 4126 SASH SIDE RAH. 6063 -TS AL 641M 38 1683 WSTP X270BA FIN SEAL 616830 39 7470 1 lBtUWHATHff4ffW.lVX273 6707 40 1 WFT RAILOOWRCAP 74078-C- LORR 41 41391 11F.FRAMEBBAD 6063-T6 AL 64139 42 4140 LF.FRAM$S1LL 6063-T6AL 64140 43 4141 IF.FRAMEJAMB 6063 -TEAL 64141 50 GLAZ= DOW 899 995OR AI�iT 51 1224 MNILGIAEMBBADBULB 6TP147aV -52 1225 I MNVLGAZMBElADBUIBMW 6TP2W 53 4M9 B BEAD -5/16° 6063 -TEAL 640M S4 4044 B GAZMBBAD-5/16° W/Ci RLK1T 6063-TSAL 644703 55 4222 A tRAZWOBFAD-7/16° 6063 -TS AL 642 56 985 C GLAZINOl 8AD- 7/16° WlCRD.LKU .. .00-75 6m- 59 4067 GiGAZINGBEAD- LVX* • • • • 60 CEASSJY14P LAM1 V8' A,090 M V8- A • • ° • • • • • • 61 WIC LAW L11V A .090 FM 1/$° HS • • • • • • • • 62 a5116° LAMI 1/8- HS .090 PM v8° US 63 ° 7/16° LAMI 16° A .090 3/16° A ... 64 ° 7/18° LAM[ 16" .090 3/16° HS •. w • • 65 • 7116° LAMI 01160 H& 090PVB. 3116' . .. • • • • • • - -_w1 a • TM DWGN DISOUPTM I MAIL PGO 66 CLASS113ilir IAMllC•LWA@Wj3WAlRVACJ5116° LAMI 1W 090 US°A 67 13116° LAMI IGII 'A MAW AMSPA 5116° LAMI 1/8°A .OPD VB- 68 ° 13116- LAW nlIVA OW.1 318' AIRSPA 5/16° LAMI 1/VW .090 V8° 69 13116' LAMI lOY16°A .5116' AM SPACK 5116° LAMI V8'A 090 PYK 1/8'A 70 ° 13116' LAW ICW16aA QWQ 5/16' AIRSPA 3116° LAMI l/8" 1190Pift MM 71 ° 13116° LAMI XW16°A @M 5118' AIRSPA 916' LAMI V8" .090 V8° 72 13/16° LAMI IG WA OW.1 1/40 AIR RAM 7116° LAMI l6'A .090 3/16°A 73 ° IY16° LAMI IGF1/8'A IN 1/4- AIRSPA 7116" LAMI 8'A .090 3116° 74 - 13/16° IAMI IG UVA RV. 1/4° AIR WACB, 7116° LAMI /161 090 3/18' 75 - 13116' LAMI IC3.3/16'A GWI 3/18' AIRSPA 7/16- IAJa 6'A .G90 3116-A 76 1 13/18' LAMII43/180A 3116° AIRSPA 7/16' LAMI A..090 77 - 1YI6' TAMIlG3n6-A V16° AIRSPA 7/l6' MU011611Hs.. 3116' 9D 1014 S(LMPRAMS &VER. 3105-H14AL 91 1630 SCRIBENCOMORKEYW/MM POLYPROP. 92 1631 SCL4mOORNI RxzmlCW RDKm PQLWROP. 93 1073 SCSIIWMqM ST.SP. 94 1124 SCRM3PLIIVB-.135 MA. FOAM EM PVC 95 163$ SCREEff+t SPIM-.135 DIA. HARD Em PVC .961 1 ISOOM I (LATH 2784 1.988 q3 I.F. FRAME JAMB 04141.8083-T8 41 I.F. FRAME HEAD #4139.8N3-•18 I.F. FRAM SILL 04140.8083-T6 9 * No. same 0 a OMAN F IN AL A.IY PA patum .082 1 73 2.71II—� FLANGE FRAME HEAD :J 44102;1, ONS -78 .490 T— 1++-1.4&1- 4 0 SASH STOP .Ts 1- --2710--4 I O FLANGE FRAME SILL 0030,6063 -TO .069 .T HORLZ. ROLLER TRACK 44131,SMT8 .1 1 2A 79 11.87 im 1.87 .062 I+-lms� 17 FIXED MEETING RAIL 4aaas,128T8 21 SASH TOP & BOTTOM RAIL (' SASH MTQ. RAIL 37 SASH SIDE RAIL 4413%808:1 -TS tea, •T8 #412% MOTS .� 678 : • • • • • �« i ; • • e � .878 GLAZINfG BF , S/18• •13E14d 0%. 8° • •' 66 GLAZING BEAD. 711��0448. TSK 44222A,062 -TS O (UMW VW CU � L WWII • ••• • ••• ••• ••• MOroAMLFL300 • wo.� .air � n SASH STOP COVER #MW% W63 -T8 2784—+� 9.� I 13 FLANGE FRAME JAMS 44 nk GN3-Te ,ow t .878 GLAZING 13E.J. 6H 6" #4039% 003 -TS /.i GLAZING BEAD.1348" T-177;- 111 . mmm I Haw 17 r if 1 4127.10 -tillifiilt.. 16to P A0 IWO Cid FRO uz�= d -�WI ^ mull VO gab a O ,. �+iibt3CuitLCS=si22_i � 1" low � 0 sm�yy {j�, (♦yj ♦qQ { { } ��• N N A A Q7 A N W l9 Oh dJ 'N N C9 07 04 dl 0) N Of t9 iH P r r r r P T T r P r r P r r r p p P P P P T P P P P P P P N 0'i N t0 0101" 016 N A W N N 01 "INICTIMIN P P P P P P P P P P P r p P p p NI*[ViNtAllrliNIW1Ol10lItgIN T 3 i Hq • N W !6-gr Vit ellMW 555558 tSID 1kkk fe� lg f . . Nbuk=449.11555551 � Iblumnikkkkk 4 dddwu:dt.a-il1.8 a e a P �mwt jj}}y�j P �*Rj R P i�} p]i �.�J Py.7P R i► P P P f�} R�I P (�� r##QQ� tel' N M W W tO M N W A A W W N A A W W W N A W W W M N A A A A iilijiliji M 11ijo P PPPR0 P P r R pP iiiR r P P P P p p r R P P Jt N A A A /0 A N t9 A pl A M N M M A A M N N A M A A N A A A A P P P P R P P P P P Pi r P P P r P P iii P r P P P1�1�1 i N W A A A A N A A A A A N A A W W A N A M A A A N pl W A W p r r MIN P P p P P r P r P P r R r R r r P P r Offii 00"i 000 Mitt# P R r P p r R P P r P P P P P P P P R sow N W A A a A N A A A A A N M A M A A N 010 A A A "join A t0 ffilP r P r P R p r R P PImli P!ill ill r P r R P smw N W M " ft M N A A A A A N M M A M A N A W W W A N A A A A P r p P r P P P r P p P P P P r P p P P P P P R P r P aj P r P P P P p P P P r P R P r P P P P P P P P r P P MORN o � N. 4 vb ti I M N A A J •S� . 'S'%�., 1O!. A WOO �mwt jj}}y�j P �*Rj R P i�} p]i �.�J Py.7P R i► P P P f�} R�I P (�� r##QQ� tel' N M W W tO M N W A A W W N A A W W W N A W W W M N A A A A iilijiliji M 11ijo P PPPR0 P P r R pP iiiR r P P P P p p r R P P Jt N A A A /0 A N t9 A pl A M N M M A A M N N A M A A N A A A A P P P P R P P P P P Pi r P P P r P P iii P r P P P1�1�1 i N W A A A A N A A A A A N A A W W A N A M A A A N pl W A W p r r MIN P P p P P r P r P P r R r R r r P P r Offii 00"i 000 Mitt# P R r P p r R P P r P P P P P P P P R sow N W A A a A N A A A A A N M A M A A N 010 A A A "join A t0 ffilP r P r P R p r R P PImli P!ill ill r P r R P smw N W M " ft M N A A A A A N M M A M A N A W W W A N A A A A P r p P r P P P r P p P P P P r P p P P P P P R P r P aj P r P P P P p P P P r P R P r P P P P P P P P r P P MORN o � N. 4 vb ti I M N A A A 1O!. A a 0 �2 Ito P P P P P P� P r jp$$� P � �� • 14r P A A A W A 014 A 011" P P r P P P P toP r p •• .`�• may .: W N Olin W A A N A W - r r ��1 r P P r 4 P r t p P � N A M}+y W= A M N� W Nuy M A M pp!yywWM�=� ]y6 �j r P W N P M P A p A r A P A r N p W p A R A r A P A 111111111191 AM'IOIi TYPE xa SMTRA'IE 2.3, Wa0© 2, CONO 1. CI ZONES MTM ZCM WvWSIZE tj I as 37.000 x 3IL378 48.000 60 54,000 000 G&OW 1+C2+1 2 1+C2+1 2 1+C.2+ 1+02+1 3 1+C2+1 3 1+C2+ +C2+1 3 1+C 2+•1 3 1+C2+• 1+C 2+•1 3 1+C,'2+1 3 1+C2+ 1+C 2+1 3 1+C 2+1 3 1+C3+ 1+0+1 3 1+C2+1 3 1+C3+• 18.000 x 38.378 48,000 80.826 64.000 60.000 63.E 1+C2+1 2 1+C 2+1 2 1+C 2+ 1+C2+1 3 1+C2+1 3 1+C 2+' 1+C 2+1 3 1+C,2+1 3 1+03+ 1+C2+•1 3 1+C2+•1 3 1+(3+ 1+0341 3 1+C2+1 3 1+03+' 1+03+1 3 1+(2+1 3 1+03+•, 13.126x 35,378 4x3.000 614328 64.000 6MMD G& 000 1+12+1 2 1+C2+1 2 1+C2+' 1+(;2+1 3 1+C2.11 3 14133+' 1+C2+1 3 1+C2+1 3 1+C3+' 1+C3+1 3 1'112+1 3 1+CS+' 1 1+C2+•1 4 1 1+02+1 3 1+C3+' 140+1 4 1 1+C3+1 3 1+C4+' 01.0100 x U375 &CM 60.826 64.000 80.OW 83.000 1+(211 3 1+(;211 2 2+C2+•S 1+C2+1 3 1 1+C2+1 3 2103+•: 1+03+1 3 1+C2+1 3 2+C3+,' 1+C8+1 4 1+C.2+1 3 24;3+' 1+03+1 4 1+030 3 2+044: 1+03+1 4 1+03+1 3 2+C4+: 6.000X 38.376 48.000 50.625 64.E MOM GUM 2+02+•2 3 1+02+•1 2 1 2+02+2 4 1 1+C2+1 32+C W, 2+'03+2 4 1 1+C2+1 3 2+03+i 2403+2 4 1+C2+1 3 2+034,. 2+03+2 4 1+C3+1 3 2+04+: 1+03+1 4 [1+C3+1 3 2+C4+: 4.000 x 3!3.376 46.0100 60.826 64.0W 80.000 MOM 2+C2+2 3 2+02+•2 2 2+Cb'4 2+CS+2 4 2+02+2 3 2+W,. 2+03+2 4 V C2+Z 3 2+03+'4 2+03+2 4 2103+2 3 2+C4+e 2+C3+2 4 1+C."3+•1 3 2+CS+2 4 1+0311 s 2+TC4+e 2+C4+9 3 1+C2+1 3 3 1+C3+1 3 3 1+'C3+1 4 4 1+03.11 4 4 1+•03+1 4 3 2+12+2 3 3 2+•C2+2 4 3 2+03+2 4 4 2+03+2 4 4 12+C3+21 4 AB 6 NOTES: J L 1. AWMOR TYPES: 1. CONC 1-1/4- ELCO TAPCONS 2 -114' ELCOSS4 CRETE -FLEX 3 - #12 8TEEL SCREWS (C dj 2 GLASS TYPES' Ij A, 6/18° LAMI - (1l8'A, M,116PA) FOR MALLATIONI IN THE HNHZ ABOVE 30 as S.GMI3"LAIM-(1f'A,.M.lir HS) FT, GLASS TYPES 0-LSHALLHAVE A c3 C. 6118' LAW - (lW H9,09% IV HS) TESD LQ GLASS CAP. SOTN THE OP AND +C2+1 2 D. 7M6" LAW - (3118° A,.M.3tW A) AOR QUANTITY FdWM AGED. E. MMB°!AMI- (Mr A,=, 3118 - HS) +C2+1 3 F. 7M8- LAMI -(3 W F S.M 3>W HS) +C2+1 3 43.13M8- LAMI 10 -118' OR 3M8 -A (MIH.), GM4r OR XW SPACE, IE18- LAM! -(918' A 090,'If'A) H.13118 - LAM 10-IAP'OR3118-A PMJ8H8.OR35-SPACE.Mir LAM -(1f8-AJMI,918-He) +C2+1 3 L 13/18° LAW 10 -118' OR 3118" A(MIN.18116.OR M SPACE, &W LAIM - (1/8' He..=.1fi° HS) +03+1 3 J.13MrLAMIlG-iWOR3M43-ANK13M8.OR114"SPAM,7118"LAW-(8Y18-&AK3118'A) K.13M8- LAW 1(3.118" OR 3/18-A (MM.), 3118- OR IW SPACE: TM LAW -(3H8°A . XW HS) 103+1 3 L 131113' LAMI 103 -1W OR 31WA OM.}. 3M8.OR 114' SPACE, 7113 LAMI • (mv HS, =, 3118° HS) 1Ca+1 2 3. WINDOW ANCHOR MANTITIES ARE PERADJACENT TABLE AND BASED ON THE FOLLOWM 1C2+ 1 3 Dt WJMCN L FOR VMNOO AiSxZES NOT SHOWPfi. GO TO NEXT LARSER WIN DOW INTAKE 103+1 3 HEAD & SW.: IOIWMAXCNEAMMDEOFLIWMRALCENTEFWNL 103+1 3 18 SW MAX FROM Cry 1C3+1 3 JAMBS: 6- MAX FROM CORNERS AND 22 VP MAX O.C. 8 3 2++2 3 03 —..( j —3° ML 3 2+C4+2 4 3 2+C4+2 4 r REF.k:;� l Q 2 2+C2+2 3 jf� 3 2+03+2 3 �•- 3 2+C S+2 3 EXAMPLE CLUSTER Wi QTY. OF (3) ANCHORS 3 Z+C3+2 4 (SHOWN IN TAIL KEY ABOVE) 4 83Hp'MAX 31!MIN. t+3° MSIV a rREF 4 � x � a 4 MMRAL 6 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS FL34M f.AR. • • •P.Q'b�@ • • •i�1t• ALLM HOR+ZONTAt ROLLER , • . • • • • _ • � JIRTro tlff� 9D + 11 41Hi' 7tH PRODWREVOW AoaMo w Oar LYNN * ' No. 88708 ' VS EtiLpassmPJL 'a, wa� * ... *" - = 4�:. 2 �I 11 d O It W •1 00 0 d O It W •1 MAW MIAbWDADE CDUNTY ® PRODUCT CONTROL SEMON DEPARTMENT OF PE4MnT1r4G, FAMONMENT, AND REGULATORY 11805 SW 26 Savek Room 208 AFFAIRS (PERA) MiwnL Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIMON T(786)3M25" F (785) 315-2599! NOTICE OF ACCEffANCE (NOA) w�w.miaeti� �n/sera! PGT Industries 1070 TeclhnoloU Drive, Nokomis, 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 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 w*Won date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality asshuance purposes. If this product or material fats to perform in the accepted manner, the manufacturer will hicur the expense of such testing and the AHJ may immediately revoke, modify, or susvnd 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 ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Verity Hurricane Zane. DESCRIPTION: Series 9FD-750" Out m* Aluminum French Door w/Sidelitca — l BLL APPROVAL DocumE7 n Drawing No. So0-i 1, titled "Alum. French Door & Side Lites, Imgaw, shuts 1 through 12 of 12, dated 12/23/04, with revision E dated 10/12/11,prepared by mamufacdu+er, signed and sealed by Anthony Lynn Miller, P.E., bearing the b0ami-Dade County Product Control Revision stamp with the Notice of Acceptance number and oxpi melon data by the Miami Dade County Product Cvhrtra • Section. • Mamx IMPACT RATING: Large and small Missile Impart Resistant • • • • • • • • •: • I LABamG: Each unit shall bear a permanent label with the manufactrcer's name or Gogo, city, ate,. modellser* and following statement "Miami -Dade County Product Control Approvt d".0less dd&VIRW noted herein. ...... • • • RENEWAL of this NOA shall be considered ager a renewal application has been MW and theta Chas no change in the applicable building code negatively affecting the performance of tlhisivedupt. � . TntmwATION of this NOA will occur aft the aspiration date or if there has bmq a rpipion mridtenge in the materials, use, and/or manufacture of the product or proms. Misuro of this X0A% ad endorsamfit of any product, for sales, advertising or any other purposes shall automatically terminate this NOA7. Vaidure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: Tike NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literataire. If any portion of tate NOA is displayed, *on 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 shell be available for inspection at the job site at the request of the Building Official. This NOA mvises NOA # 09-102&10 and consists of this page 1 and evidence pages E-1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perms, P.E. NOA No 11-1013.24 Expiration Date: February 24, 2015 Approval Date November A 2011 Ir Page 1 A. DRAWINGS 1. Mamifacturer's die drawings and sections 2. Drawing No. 50.11, titled "Alum. French Door & Side Lites, impact", sheets i through 12 of 12, dated" 12/23/04, with revision E "dated 10/12/11, prepared by manufactmrer, signed and sealed by Anthony Lynn Miller, P.E. EL PESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low "sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and scaled by Julio E. Gonzalez, P.E. (Submitted under NOA # 09-102&10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum door oflQXXO configuration, prepared by Fenestration Testing Laboratory, Inc:, Tgst Report No. • • • : • (Submitted under NOA # 09-1028.10) • • • • • • ....:. 3. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, ZN Zb294 • 2) Large Missile Impact Test per FBC, TAS 201 • • : • • •. • 3) Cyclic Wind Pressure Loading per FBC, TAS W-94 **:see 4) Forced Entry Test, per FBC 24113.2.1 and 'rAr.162-94• ; . ...... along with marker d up drawings and installation diagram of aluniWA n.doors o> OXXX -: configuration, prepared by Fenestration Testing Laboratory, Test R;p;rts We.:. `6 00 Ie"1'i.-4527, dated 02/10/05, signed .and sealed by Edmundo Largih+;ia, P.'Ei... • • • • (Subs under NOA # 05-9419.03) • •: • 4. Test reports 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 24113.2.1 and. TAS 202-94 along with make d -tip drawings and installation. diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Rep" No. FZ L 4528, dated 02/14105, signed and sealed byEdm F. E. (SubwN d under NOA # 05-0419.03) euel P.E. Product Corn icer NOA No i l-1013.24 Expiration Date February 24, 2015 Approval Date: Nwe tuber 24, 2011 E-1 PGT hdHddM - nQ 99 A 11PT�.� MEM HMM R B. TESTS (CONT -MEM 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation dieriun of aluminum doors of XXX( No -configuration, prepared by Fenestration Testing Laboratory, Test Reports L4529, dated, 02/14/05, signed and sealed by Edmundo Larespada, P. E. (SubmWed under NOA # OSWI9.03) Sr, Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 054419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC. TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. VI L-4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted underNOA # 0"103.03) & Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outsjiiqj,, French door, prepared by Fenestration Testing Laboratory, Twt%* tts No. • FTL-43121 dated 09/13/04, signed and sealed by EdmundoLargaeada, ]Pa.ty." • (Submitted under NOA # 0"103.03) .061' 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.00 6 9 0 0 • :'' • 2) Uniform Static Air Pressure Test, per FBC, TAS -202-94 • ••• 3) Water Resistance Test, per FBC, TAS 202-94.0 • • 0 ' • •' 4) Ford Entry Test, per FBC 24113.2.1 and T-AS:2i2 94• ' 0 along with marked -up drawings and installation diagram of alu4nuut outs*Mi" French door, tared by Fenestration Testing Laboratory, Test keports No.:. • • MA3159 dated 09/13/04, signed and pled by Edmunds Largaypada, P.'E" (Submitted ander NOA # X15-0103.03) �'etl7�L, 7P.E. 111'rod1 Examiner %V2114013.24 Expiration Date: February 24,201S Approval Dater November 14,1011 E-2 6666.. e • 6666.. 6666.. 6666. 00000 0000.. •00000 .00... i_.- 1_1'.ZL_Dol C. CALCULATIONS 1. Anchor verifiasdon calculations and stnmhzal analysis, complying with FBC-2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC-2010 on 10/11/11, signed and sealed by A. Lysin Miler, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami Bade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS' 1. Notice of Acceptance No. 10-M2.09 issue to ELL DuPont DeNemoam & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice ofA=ptance No. 094223.05 issued to Solutin, Inc, for aleir "Satimc Multi- layer Glass Interlayer" dated 04/08/09, expiring on 04108/14. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex Composite Glass Interlayer with PET Core" dated 02/25/09,expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015-27-001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of confornnance with the FBC 2007 and FBC-2010, pmpamd by roanufaoturer, dated 10/11/11, .signed & seated by A. Lynn Miller, F.E. . . 3. Statement letter of "No financial interest", prepared by Maufaaturer, daterfOlfl11 I,- signed ,signed &sealed by A. Lynn Miller, P.E. • 4. Letter of lab compliance, part of the above test reports. •••••• • .0000. 0 0000.: S. Proposal No. 08-1891 issued by BCCO, dated January 26, 2009,-stgued by Ta� % amda, P.E. . .. .. 69.00. . ;.; 00000 . .. .. 09 . 0900;6 G. OTHER 0000.. • 1. Notice of Acceptance No. 09-1028.10, issued to PGT Industries -for their S4du-o F'D- -000:* 750" Outswing Aluminum French Door w/Sidelites — L MU., a*lpegl on 82114410 ;••••: and expiring on 01/24/15. 69:. Perm, P.E. Prod Con Examine r N No 114013.24 Expiratbn Dates February 24, 2015 Approval Date: November 2A, 2011 E-3 sm x `oil �u a� � YY 1N�� a i�� X ��f *�N� �Esi oil law , �going 8 11 W.��i R, all AM. Arlin sea�sg�3 rad11 win am 11romO' cl 11 i III s �,wc e oil miss' � { $t VIII gj Ron�� 1of 111111 �� M1 INS `� 1W. 18 �. \\t11111U11/I tie z�fill O ODed �I/IIfI1Htt\ 'l {Y W G QY v v Oil ILLWtW77 LU W tog ••• y LL LL LL LL v O O O$ P� y$yj Q$j •• �. 00 O O O O cid Yfl� 8i q IS ••• i �o� �Or • ..-MCII uj a- O a w d a w o z N ® •r a®m �a �� dd • •• 0000•• • ••• 0000• • • 0000•• • • 000.00 •00 0 0 0000•• 000 • 0 3118° ANNEALM OR HEATSTRENGTtENED GLASS .090` DUPONT BUTACITE OR SAaE VMEPSAFE MAUAW PVB INTERLAYER 3MV HEAT SSD GLASS 91 OR 92 118' NOM. 3118' ANNEALED OR HPAT STRENGTHENED GLASS .098' VANMA INiVUYER -3MV HEATS GI Aso 93 OR 94 II GLAZING DETAIL GLAMNiG DETAIL tO al aac 7/16" LAMI GLASS W/ PVB INTERLAYER 7/160 LAMI GLASS W/ VANCEVA INTERLAYER T/3' NOW 3A8' TEM PEM LASS AIR SPACE 3/ WAWEARDORWAT MVl3UP WBUTAcrmORSAFLEXI MMPSAM MAMMUMPYSOdTEFO.AYER 3AW HMT STRENGTHENED GLASS 9S OR 96 0 Mr NOR 3N8' TeMOM GLASS AIRSPACE 3118' AM+1FALED OR HEAT .078 VANCEVA INTERLAYER 3118' FEAT STmsniq ED GLASS 97OR98 EEi GLAZING DET IL SETT81tiBLOLVC C�LNG DETAIL SETTINGBue 718• LAMI IX*-:R 71W LAMI I.G. GLASS W/ VANCEVA INTERLAYER a eoarn•rm�eo�e • .. • • • • • ewr. •e• • reap aK68oto3I staas ir mm I FMI 2 112 1 AVO -11 :c7Sil!Ga• LYNN 140 fell ,O,r•' • �ot�P�e1C� •' A L1 &WlI , PM FL P.EA 68708 9 N t " %tilli 01,1,� W 2 . 6-4. 21000 J 0 '''��r�rl1►I111t�`'a (40 w H ~ I s r$ 0 —4 acificicill IVO rO O rO O PO rO rQ eO r�G! TO lee CIO I 939 39 08 O$Oep0OOg6$ o0 O0 0^j+8 T+++++4cO� OO�a8 j l�� WUw OSccO CL •.•. .•.•••• ••. ' ••• _0 •••00000000000 Dole U9 0 0004 }' 1-QmV'CWaZ7S �A AICA A AA A sees: 0rso `Ma' CI �J00 }---7313OW MAX WOM-1 ALL OX OR XO oxo ar wrorH _ 01 . UM WO)TH-1 uNffs �. I--- gas 318• MAX. 2X—XO (SHOWING EACH VERSION as »nir oa 44mm X xx o (FULL JAMB) O (NARROW JAMB) ��'`•O�V GYrvry dl/� '4i yE a maAros w�rte SM � 3 AVE S�ECrNI�}S 8�E 8 .�Aa►B o� FULL JAMB VERSM tl. _ - 6 • • • • • • • SHEET & •. ° Lam• OF • • . ExA ELE Eel AnONs . Gam,,. a poawwasad•w•sr •pAtffxfm AUS FREWNDOOR &SIDE UTES SPACi�ONAI-�,,, FK !T. • • • • • • aI •.�nr FD7� A7S d r !1 A LYPl4! H1�, P.E. 80?Odt E . Fl P.E.# 8S7p8 • VERPM SECTION A NARROW AND FULL JAMB SIDE LITE HEAD i i ••o • • • VERTICAL SECTION B OUTSWING HEAD z NALVERSIONTOPRAIL 1 & ALTERNATE VERS14�1 TOP PAL— VERTICAL SECTION D OUTSWING SILL PA !RA RN�1 avowwRevrAm Lo amoftW, *t i*OA •• rA. Rim 111 8 . 12 MCW11 E FL P E.S • • • • • • • • • • VERTICAL SECTION B OUTSWING HEAD z NALVERSIONTOPRAIL 1 & ALTERNATE VERS14�1 TOP PAL— VERTICAL SECTION D OUTSWING SILL PA !RA RN�1 avowwRevrAm Lo amoftW, *t i*OA •• rA. Rim 111 8 . 12 MCW11 E FL P E.S • • • • • • P_ A94tt V n wn rr• ivww uwlCa a ffic Lj MWAGT '�� vvtC7ivn��r P!G LL • • • • 6AB • 18 S.4i E A SPE I be 0000.. 0000.. ...... 0000. 0000 0000.. . 0000.. .0000. #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL .ow O7 #8009 6063-T5 INSTALL PLATE .oma 4ua7 � ,.� �•-- �.� use (� #8003A 6063-T6 @ #8004C 6063-T5 OUT -SWING SILL �:J OS SILL COVER �8 TI ---38'38--I Ago#056 606.3-T6 OUT -SWING LOW SILL #8008 6063-T5 v DRIP CAP ..074 2m T11.40 1._ O #8012 063-T6 STILE 444 O#8007 6063-T6 SCREW COVER (� X017 6063-T5 t J TOP SWEEP °1438. 10D use 1 �. '.797 r j2=244 13 6063-T6 O OTTOM RRAIL21 #8014 6063-T5 RAIL TS 24 BOTTOM SWEET #8016 6063- BOTTOM .o7s L2.M4 --- @ BOTTOM RAIL, LAG BOLT DESIGN @ TOP RAMI., LAG BOLT DESIGN 28 ASTRAGAL M 6OMT6 #8016T8 •• ••� i i ••• i 0 ••• • • •• • • ••• • • • • • • • • vu�( rsra mm 1 W 1 8 Mfg I WW611 -�O t 1 15— 'CO •,�'�SSIpMA�F,�� A P.E. F' rj 27 #80218 6063-T6 GEAR HINGE, JAMB I a.eaz—moi 61 #8028 6063-T5 SL HEAD TRIM .742 la I__JJJ.3fi3i..... .072 4 28 #8020A 6063-T6 GEAR HINGE. COVER r I T #8056 6063-T4 O SUBSILI , OPTIONAL. 142 .301 29 #8018 6063-1T6 HINGE, BACK-UP .075 30 #801 GA 6163-T6 GEAR HINGE, DOOR .082 TO #8010 6063-T6 NARROW SL JAMB 442 1` ie0 X5 ass 1- as Me r-- SACKBEAD� SL 26A 6063-T5 BACKBEAD 7 6"B D ....... . .. .. tl�I ••• •• ppµ� • ••• • • • • • • • • • • • • • • • • • 437 .as7 F-- �#8024A 6063-T5 I.G. BEAD I-�1s1a� I ML 1 37 #8039 6063-T6 TRUSS CLAMP 125 3 1 1.636 O#803313 6105-T5 FD ASSY BEAM �+--2.313----•�� O#8029 6063-T5 SL JAMB TRIM 8 -112 4: P.S.i1 sm • • • • • • • • • • 1r 1r 3•MIN HEADff 11• 3'MIN F�AO881LL ®TYP. ANCHOR ®TYP. ANCHOR CLUSTER CI 11° -LISTER 10.871° (TYPICAL) (TYPICAL) MAX. 10.571' MAX JAMB b C, M 18 �® O FIC OT Y. MAX 11T QTY. MAO.C. Im3w-(B) 98OC ® ® 913!4'-(e) 81314"-(8) _T 91MEQ (3)EQ. 87314'-(a) 873t4°-(9) 87SP.7YP. 8P.TYP. J-PM) esaw-(8) 913w -(B) 87314'-(8) 83314--(8) 83914-C1) 83�'�''j j`�'f -(8) 79 3ra -m 79,1' 833W -m79314• " „• „• J ) 1 179 -m ,r DETAIL A (COAICRE j A DETAILS (WOOD DETAIL C (CONCRETE) DETAIL. D A s (WOOD) ® (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) APPLICABLITY (2 OR MORE PANELS) ANCHOR TYPE&: ANCHOR TYPES: ANCHOR TYPES: OFENCIRCUED ANCHOR TYPES: 1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3 LOCATE ANCHORAGE SPACING REQUIREMENTS: 1. DETALLSAANDS ABOVE RP.PRESENTANCHORM OF SINGLEX DOS, OR INDjVIDUALSISE LITHO PANELS WITH FULL OR NARROW WIDTH JAR= OETALLS CANDO ABOVE REPRESENTOFANY MVITUREOPOOUS E XX DOORS, SINGLE X DOORS, NARROW MOOR RU JAMB SIDE UTEPANELS. FOR NXTIFIX-PANG- INSTALLATIONS OF TWO OR MORE PANELS. UNLE13SOlMMWMSrATMOMMMMOFOSTALSATMRCWMDAFtEMAXIMLM I ANCHOR TYPES: 1- IWELCO ULTRACON 2 -114' ELOOGW ORETE-FLEX 3-$12 STEC-l. SCOW (OM CONCRETE SUBSTRATE USE TYPE 1 AT 13W M01. EMBEDMENT OR TYPE 2 AT 1 314' EMBEDMENT. 13W MK EDGE DWANCE FOR ATFL WOODBUSTRATE-USE TYPE 2ORTYPE SAT &V MIN, EMBEOME . 3 8I181 E PANEL Ti09iS: (DETAL A, CONCRETE SUBSTRATE. DFTALL B, WOOD1 SUBSTRATE) HEADAND SLLL.. W MAX. FROM FRAME CORM JAMBS -11- MAX FROM FRAME CORNERS.18.E00' MAX O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.871- MAX. = WOOD MMIRATE PETAL 4 4. TWO OR MORE PANEL 00,149GURAIMS: METAL C, CONCRETE SUBSTRATE) HEAD AND S1UL-_.8• MAX FROM FRAME CORNERS. AND ATWAND 8' MAX. ON EACH SIDE OF ASSEMBLY BEAM ANDJOR ASTRAGAL LOCATIONS (CLUSTER OF 4J. mms-1r MAX FROM FRAME CORNERS AND 18.8 • MAX OC. 8. TWO OR MOM PANEL CONFOURATIM (DETAIL D. WOOD SUBSTRATE) ttl t t t tt HEADS SILL. „ W MAX. FROM FRAME CORNERII, AND AM ; fr.9"AND 12• MAX ON EACH 802 OF ASSEMBLY BEAM AND/OR ASTRAGIALLOCATIONS(CLUSTER OF 9) LYMN PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED MONPANELWIDTHS OVER 27 3W JAM13$„......._.._...11• MAX•F•RO�1 C�RN�RS Ai>D 39 6711 MAT( O.C. _ = * Na 88705AN • •• • • • • ••• •• t- FX sAt. a AN WORAW SPACBiiCt' dIOWlYJ98 &VWMFLSM '.'�:' • Rtorao?. 'd��.� 'i� s •' •• p``` `� t P.E. .ie 0/ 0 I TAFQgV'�StlRi00M: p� AUM Fli'WCH DOOREsoft31DELt7E8 IMPACT aLYIWI • FX 1132M t ; • • • • • sm 1/4 10 • a BImO 11 rE FL P.E.8887C8 • • • • • • • • • • CONCRETE ANCHOR t/4 MAX (NOTE 1 ) CONCRETEANCHOR 114 MAX BEE NOTE 1 NOTE 6 .,.:_., TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) WOOD ANCHOR, SEENOTE2 914 MAX. GROUT SUMEME NOTE BSEE ! ■-iz �$r,. •µ ;�':::t.K •-�j` �i£ d EMB. �- il� r " ' NOTE 1 MIN 2x WOOD, SEE TOTE 3 OPTIONAL. SIDE LITE SILL TYPICAL SIDE LITE SILL (SUBSILL TO CONCRETE) (DIRECT TO WOOD) aEXTERIOR INTERIOR [� (ALL READ & SLI Soon") IW MAX. GROUT SEE NOTE 6 29 W1000. SEE OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) `j p ��'y �•'.y..a.{i E11An� •i �'1� i � ■ ♦♦�� r M • :T..'. nW MMs . �i i i" s.+CwR��.Mi �s.ew� . 1j...• \, '. :: t., to"� � i('f..y MSN�e�. i, yY { baG ® -®Yf MAX i'�. YWR;Gt,S(G; :NOM1 ® a dli�oeMwY am�� 27t IRA00D •e��a�ve•e `-�r. �.,� '✓ NOTE 1 .ALM C MK SEE NOTE 3 15 lxW SEENOTH 3 toowlwc 114 MAX MAX S SH@A }LM ANCHOR, sEE NOTE 9 Acoolmm Am=y Norm i ®WOOWDAM MBEE NOTE ® TYPICAL DOOR & SIDE LITE HEAD CRETE APFMJOATONS IN MW&OADE COUNTY. USE OPAY MIAMMMOE i OUMY APPROVED ELOO 1!4 ULTRACONS OR tt4 S4 CRRTE FLEX MK DISTANCE FROM ANCHORTO CONCRETE EDGE IS 1314. MIN. EMBEDMENT, 110 ULYPACON -13J8 � i/4=4 (- t 3W. 2 FOR WOODAPPUCATKINS USE OU STEEL SOREW8 (OM OR EM 1/4" SS4 CRETE -FLEX -131V MR ANT FOR EITHER 3 WOOD BLOW OEP=EDAS 1x ARE LESS THAN 1 11TTHICK 9x WOOD SUCKSARE OPTIONAL IF UNIT E MTALLED DDiECTLY TO SOLO) CONCRETE. WOOD BUCKS DEPICTEDAB 2K ARE t iRITHICK OR GRPATER. OOTALLATmN TO T4E8USSiRATEOF VWM BUCKS TO BE ENS BY OTHERS OR AS APPROVE OSYTHE AUTHORITY HAVM JUVJSOM= W% L 4. FORATTACHMI�PI' TO ALUM: THE MAIL SHALL BEA MIN. STRENGTHOF 80834GANO AMLJ. OF 14-THM THE ALUM. SIRUCTUiAL MEMBER SHALL BE OFA SPF TO ��`� ��Ot.. PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN iN THE OETAL.SON THIS SHEET FOR 2x WOOD BUCKO. THE ANCHOR SHALT. BE A012 SMS WITH FULL ENt;SAtd@AdENT INTO THE ALUM IF THESE CR, �NET, i 3P AFTHE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ` * :' it ON ' 10 MAYBE Ute. • • • • • • • •�" • • No. 587QS __ & P SL.I.IS TIt3HT TO SUBSTRATE, aP.Gnb 1gwTIE�L NOT IRED. IF USED, NONSHRM NON-METALLIC GROUT, MM PSI MLN., (O0 a BY on*- ) -.o .MUST FULLY VTTMHTTOTHE SUBSfRA AND TRANSFER SHEAR LOAD TO SUBSTRATE. / op p • • • • • • • e.eemou • ew�ra"•arwx • • 1 com axe AJVCHORAt DETMLS h app , G�� Asxats ar �i rIE Alanwl1KW OOM&SIDEMS pNPAOT�iS�•li dtBl F LL • • • • • • A�bO 1/4 11 • V 80p9.41 E FL PAA r Al2r o a14 IS 0 � 2 i If' oil lll,��, w N W StCCCa tct WWW {} l CO NN 910 •� .,.. $: Vit' � Sy�r•.y`iY � � Yo V ... it it tu ••00.00 • 8i ••000000• 99•• • _,_ _,: j j ••0000•• � • • ,.... ,. � 900;00e� • r� A Q (� "�": �is9999•• • oil LQ d. . v '�• Q .. - •,�..• ••.a. • (L iy o Y1{�� 12gig q 9.99;• 00 • ••0000•• 9•••9• ••0000• • • •000000• 9999•• • • •900:• 0 9999•; 9 F{dfldl piti ot! 'BM Monne dog In t userReglsbudw I riot ropks Busines F)f� si ( Product Approval USIR: NbUc User Regulation a 4 Submit Surcharge 1 Stats & Facts Pufac staff eas sibs Map I unks Search • ixM9W An MWd Ment > RsadW Or WIVE11M 5=11 > AWA011on Ust > Application DeW FL # FLi5100 Application Type New Code Version 2010 Application Status Approved Comments 2005 Archived 1995 Product Manufacturer Piastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD, LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultents.com Authorized Signature Vivian Wright ridcwOrwbldgconsultants.com Technical Representative Scott Johnson AddieUjPh6hWErTiAil 5200 W Cefftfy Blvd. Lft Angeles, CA 90045 (440)969-9773 Ext 1S scottjohnson@plastproinc.+com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpm.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V €valuation Report - Hardeopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida -License. Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE -43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. V Validation Che idist - Hardcopy Received 67-" ASTM- D1929- 1900. AST* D2843 1999• ASTM"( D635 1998' ASTM D638 2003 ASTM E84 2005 ASTM -G26 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date -Pending FBC Approval Date Approved Summary of Products - Go to Page TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect EI -151M R0 Eauiv oUANDAR odf Method 1 Option D 02/07/2012 02/26/2012 03/05/2012 04/03/2012 1994 ® 0 Page 1/ 20 0 FL # Model, Number or Name Description - 15180.1 a. Smooth/Wool 6'8 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series N Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 RQ II Inst151801 ndf Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15180.1 for Design Pressure Ratings, any Evaluation Reports FL15180 ROA EVAL 15180 - additional use limitations, Installation instructions and product -1 Created by Independent Third Party: Yes particulars. 15-180:2 b: Smooth/Wood- &S "Impact" Glaze Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series N Sidelite - Outswing (OX or XO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes EL15180 RO 11 Inst 15180: Approved for use outside HVHZ: Yes .odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1518tTZfor Design Pressure Ratings, any � � 518030 AE EVAL 151§Q - additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15180.3 c. Smooth/Wool 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series N Sidelltes - Outswing (OXO - Configuration) Fiberglass Door ilea$ of Use- Instal lation-Instructions Approved for use In HVHZ: Yes FL15180 RO H 'Inst 15180-3.o& Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.3 for Design Pressure Ratings, any EL 15180 110 AE F-VAL 151 0 3 W additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15180.4 d. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Double Door - Outswing (XX - Grain/Rustic/Mahogany Series N Configuration) Fiberglass Door Limits of Use Installation Instructions Approved Por use In HVHZ: Yes FL15180 R.0 II Inst 15180.4.E Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.4 for Design Pressure Ratings, any FL15180 RD AE EVAL 15180.4.ndf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15180.5 e. Smooth/Wood US "Impact" Glazed Fiberglass Double Door with "Impact" Grain/Rustic(Mahogany Series Sidelites - Outswing (OXXO - Configuration) Fiberglass Door Umits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 R0 Inst 15180 5 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.5 for Design Pressure Ratings, any 11.15180 RO AE B(L 1 180 odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15180:6 j f. Smooth/Wood Grain Series N 8'0 "Impact" Glazed- Fiberglass Single Door- Outswing (X- I Fiberglass Door Configuration) Umlts of use Installation Instructions Approved for use In HVHZ: Yes EL15180 RO II Inst 15180.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.6 for Design Pressure Ratings, any EL15180 RO AE EV s 151 ri n�rF additional use limitations, installation instructions and product Created'bylndependentThird Party: Yes particulars. 1 15180.7 j g. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door with "Impact" i Fiberglass Door Sidelite - Outswing (OX or XO - Configuration) Umits of -use Installation instructions Approved far use in HVHZ: Yes FL15180 RQ II Inst 15180 7.gd Approved lionise outside-HVHZ: Yes Verified By: Lyndon f. Schmidt, R.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes DesIgn-Pressures -N/A Evaluation Reports Other: See INST 15180.7 for Design Pressure Ratings, any FL? 5180 RO. AE EVAL 15180.7.odf additional use limitations, installation Instructions and product Created by.Independent Third Party:. Yes particulars. 15180.8 h. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door with "Impact" Fiberglass Door Sidelites - Outswing (OXO - Configuration) Limits of use Installation Instructions Approved for use In HVHZ: Yes Ft 15180 RO II Inst 151 n-0 8;odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt_, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.8 for Design Pressure Ratings, any FL15180 RO AE EVAL MIM 8 udf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15180.9 1. Smooth/Wood Grain Series N Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door - Outswing (XX - Configuration) Umits of Use Installation Instructions Approved for use In HVHZ:'Yes E U 5180 31 lost 15180,9.odf Approved for use outside HVHZ: Yes ,RO Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes (gated by independent Third Party: -Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.9 for Design Pressure Ratings, any Fl? 5180 RO AE EVAI 151 fiQ. f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15180.10 I J. Smooth/Wood Grain Series N I 8'0 "Impact" Glazed Fiberglass Double Door with "Impact" Fiberglass Door Sidelites - Outswing (OXXO - Configuration) Umits of use Installation Instructions Approved for,use In HVHZ: Yes M5180 RQ it Inst 15180-jagg Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.10 for Design Pressure Ratings, any FL15180 RO AE EVA 1L _5180.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15180.11 k..Smooth/Wood &'8 "Impact" Opaque Fiberglass Single,. Nor - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Umits of Use Installation Instructions Approved for use In HVHZ: Yes FL1Sj 0 RD II Inst 15180.11.�f Approved for use outside HVHZ- Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST .15180.11 for Design Pressure Ratings, any EL15169 RO AE EVAL 151 run_ 11 0df additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15180.12 1. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series N Sidelite - Outswing (OX or XO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes EC15180 RO TI Inst 15180 12 0df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resisttant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.12 for Design Pressure Ratings, any FLi5180 RO AE EVA M 12 odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 151$0.13 Gra D Door with "Impact"�hogany Series N Sideltes - Outswing (OXO - Configuration) I Limitas of Use Installation Instructions Approved for use In HVHZ: Yes EL15180 RO II Inst 15180.1'1 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt; P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.13 for Design Pressure Ratings, any FL15180 RQ AE WAL 15180 1 odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 15180.14 n. Smooth/Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door - Inswing/Outswing (XX - Configuration) .Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 RO II Inst 15180,14.gdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.14 for Design Pressure Ratings, any Fl 15180 RO AE EVAL 151808 4 odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. Evaluation Reports 15180.15 0. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Double Door with "Impact" Grain/Rustic/Mahogany Series N Sldelites - Outswing (0)0O - Conflguration) Fiberglass Door Limits of use Installation Instructions Approved for use in HVHZ: Yes FL25180 RO n Inst 15180.15. �f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15180.15 for Design Pressure Ratings, any FL15180 RO AE EVAL 15 80.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15180.16 p. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door - Flberglass Door Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ., Yes E 15180 RO 1 1 0.16Lpdf J .II .Inst Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.16 for Design Pressure Ratings, any FI -15180 RO AE EMAL 15180 ib ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15180.17 q. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with "Impact" Fiberglass Door Sidelite - Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Ft si80 R0 n Inst 15180.17.adf Approved for use outside HVHM Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.17 for Design Pressure Ratings, any FFL15180 RO AE EVAL 151 0.17 additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15180.18 r. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites - Fiberglass Door Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL15180 RO II Ina* 15180,18 rb�f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15180.18 for Design Pressure Ratings, any EL15180 RO AE EVAL 15180.1 R neif additional use limitations, installation Instructions and product Created by Independent Third Party., Yes particulars. 15180.19 s. Smooth/Wood Grain Series N Fiberglass Door 80 "Impact" Opaque Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL15180 RO II Inst 15180.19.ndff Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.19 for Design Pressure Ratings, any FL15180 RO AE EVAL 15180.19.adf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15180.20`t. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Double Door with "Impact" Fiberglass Door Sidel(tes - Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved Por use In HVHZ: Yes E"5180 RO 11 Inst 15180-20, odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.20 for Design Pressure Ratings, any FL151M 5180 RO AE EVAL 151 n-20.nidf .additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page _ Pagel/ 2 [ED ED COM CI Us :: 1940 North Monroe Street Tallahassee FL 32340 Phone: 850-487-1824 The State of Florida Is an AAIEE0 employer. Cpmftht 2007-2013 State of Florida.:: Pdvm Statement:: Accessibility Statement:: Refund Statement Under Florida law, emall addresses are public records. If you do riot want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. r.>. 7-1 h CreditSCaa�i� Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnsort@pWApmlnc.com Quality Assurance Representative Ron O'Connell Address/Phone/EmalF 5200 W Century Blvd. Los Anger, CA 90045 (440} 969-9773 Ext 16 ronoconnell@plast;rro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -I' Evaluation. Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National- Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. V Validation Cheddist - Hardcopy Received, Certificate of Independence Referenced Standard and Year (of Standard) Randard AST -14 D1929 ASTMf D2843 ASTT4 D535 ASTM D638 ASTM E84 ASTM G26 Year 1996 1999 1998 2003 2003 1995 Florida itliT2flt� SM Horne Log In 1 User RegbtraUon 1 Not Topks SubmR Surcharge stats a Fads) PubikaWW FBC SSE KS Ske Map i uW s i Seemb f '� DBusines Approval @USER: f rofessi alProduct PubtkUser Regulation > Product pr 6221109M ,h > Aonj9MW Lam► > Appfkation Deter FL # FLISiso Application Type New Code Version 2010 Application Status Approver} Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90D45 (440) 969-9773 Ext 16 rickwOrwbidgconsultants.com Authorized Signature Vivian Wright Nccw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnsort@pWApmlnc.com Quality Assurance Representative Ron O'Connell Address/Phone/EmalF 5200 W Century Blvd. Los Anger, CA 90045 (440} 969-9773 Ext 16 ronoconnell@plast;rro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -I' Evaluation. Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National- Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. V Validation Cheddist - Hardcopy Received, Certificate of Independence Referenced Standard and Year (of Standard) Randard AST -14 D1929 ASTMf D2843 ASTT4 D535 ASTM D638 ASTM E84 ASTM G26 Year 1996 1999 1998 2003 2003 1995 Equivalence of. Product Standards Certified By Sections from- the Code Product. Approval. Method Date Submitted Date Validated Date �Pending FBC Approval Date Approved Summaryof Products Go to Page TAS 201, 202, 203 Florida Licensed Professib" Engineer or Architect f 15180 RO Eauiv of STANDARDS odf Method L Option D 02/0?/2412 02/26/2012 03/05/2012 04/031=2 1994 0® Page 2/ 2 0 0 Y G1 an 7S 1 w C _.*h/Ui _.1 r-1. Carix M I Rn "Ten--+- A. uw Crharsalaer Cinnb rti w with "Ms Tis. t.W l FL # Model, Number or Name Description 15180.21 U. Smoothf wood Oraln/Rustic/Mahogany Series N Fiberglass Door 6'8 "impact" Opaque Fiberglass Single Door with "Non -Impact" Sidelite - Outswing {OX or XO - Configurations) Limits of Use Approved for use In HVHZ: Yes Installation Instructions E 115180 go II Inct 1 180 71.& Approved. for, use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 151.8021 for.Deslgn Pressure Ratings., any additional use limitations, installation instructions and product particulars. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F 115180 RO AE EVAL 15180 21 � Created by Independent Third Party.: Yes 15180.22 v. Smooth/Wood Grain/Rustic/Mahogany Series N Fiberglass Door 68 "Impact". Opaque Fiberglass Single Door with "Non -Impact" Sidelites - Outswing (OXO - Configuration) Lanita of Use Approved for use In HVHZ: Yes Installation Irtstrudions Fi 15180 RO 1 Inst 15180.22.o�+f Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.22 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Verified By: Lyndon F, Schmidt, P.E: 43409 Created by Independent Third Party: Yes Evaldatfon Reports FL15180 Rg AE W& 15180.22.ndf Created by Independent Third Party: Yes 15180.23 w. Smooth/wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with "Non- Impact" Sidelites - Outswing (OXXO - Configuration) Limits -of Use Approved for use In HVHZ: Yes Installation Instructions FL15180 RO ii inst.15180.23.odf Approved for use outsideMWZ: Yes Impact Resistant: Yes Design Pressure. N/A Other: See INST 15180.23 for Design. Pressure Ratings, any additional use Iimitations,.installation instructions and product particulars. Ved ied By: -Lyndon F. Schmidt, P.E. 43409 Created -by. Independent Third Party: Yes Evaluation Reports Ft 15190 ROA EVAl 15180_23_p Created by Independent Third. Party: Yes 15180.24 x. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with "Non -Impact" Fiberglass Door Sidelite - Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for U60 in HVHZ: Yes FI 15180 RO iI INET 15180,24.0f Approved for -use outsider HVHZ. Yes Verified By: -Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.24 for Design Pressure Ratings, any Fr 15180 RO Ail BIAL 1 180,24.ndf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. Y G1 an 7S 1 w C _.*h/Ui _.1 r-1. Carix M I Rn "Ten--+- A. uw Crharsalaer Cinnb rti w with "Ms Tis. t.W l ..........., .. « «... « .. ..--. w. -- Fiberglass .- .- ,....�,.. .. ...... ........r Fiberglass Door I Sidelites - Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 RO II Inst 15180 25 Ddf Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmldt, P.E. 43409 Impact Resistant: Yes Create! by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: See INST 15180.25 for Design Pressure Ratings, any FL15180 5180 ROA EVAL i 5180 ndf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 15180.26 z. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Double Door with "Non - Fiberglass Door Impact" Sidelites - Outswing. (OXXO - Configuration) Limits of Use Installation Instructions Approved for use In HVHM Yes FL15180 RO 31 Inst 15180,26.odf Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant Yes Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: See INST 15180.26 for Design Pressure Ratings, any F1 115` 80 RO AE EVAL 1518D.26.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page- ! ® 0 Page 2/ 20 0 EED NI 1940 North Monroe Street Tallahassee FL 323,99 Phone 850487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :; Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida statutes, effective october 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emadis provided may be used for official communication with the ik mum%-. However email addresses are public record. If you do not wash to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick h=. R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 February 24, 2012 To Whom It May Concern: FL -15180 Equivalency of Standards ASTM D 635-98 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-98. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 635-98 is equivalent to ASTM D 635-06, which is the reference standard and year that has been adopted by the 2010 Florida Building Code. ASTM E 84-05 Equivalent to ASTM E 8407 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM E 84-05 are equivalent to ASTM E 84-07, which is the reference standard and year that has been adopted by the 2010 Florida Building Code. ASTM G 26-95 Eanivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 26-95 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by the 2010 Florida Building Code. Lyndon F. Schmidt, P.E. FL No. 43409 CA No. 9813 K W K W Buildmg Consultants, Inc. B Consulting and Enginewing Services for the Building industry C P.O. Baa 230 VnUico. FL 33595 Phaco 813.659.9197 Fulda Board of Prorewtonal Engineer Cadticate orAu&orWdiw No. 9813 --- Sub Category Alianufacturer Product Nance Swinging Piro dm. Smooth I Wood ©rain I White Wood Grain Exterior Door SM W. Cw ttry Blvd. Rustic f ii ahoga" Doors I Assemblies Los Angeles. CA Series N F&MI ss Door Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 9N-3, Method 1 D of the State of Fbodda Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Sc n*% P.E. do not have nor will acquire financial interest in the company manufacturing or dlstribubg the product or in any other entity Involved In the approval process of the product named herein. Umfled m 1. This product has been evaluated and Is In compliance with the 2010 Florida Building Code structure! requirements Including the "High Velocity Hurricane Zone'. 2. Product anchors shall be as listed and spaced as shown on detabls. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ" this product complies with Section 1626 of the Florida Budding Code and does not require an impact resistant covering. 4. When used In areas outside of the "HVHZ" requiring Wind-lxme Debris Protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an Impact resistant covering. This product meats Missile Level "D" and Includes Wind Zone 4 as deform! In ASTM El M and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck nmsomy consinxXon. 6. Site conditions that devtste from the detalls of drawing FL -15180.11 require further engineering analysis by a tensed engineer or registered architect. T. Outswing configurations meet water infiltration requirements for"WW". 8. Inswing configurations do not meet the water Infiltration requirements for the "HVHZ". Inswing units shall bo instaltea M&M non- • .. • • • habitable areas or at habitable locations profited by an overhang or canopy such that the angle betuvesri thhl edge,e canopy or overhang to sill Ist less an 45 degrees. 000006 0 9. See drawing FL -15180.11 Su ordng Documenfa: 1. Teat Report No. TEL 01390365 CTLA 924W and 924W-1 ETC 07-209-19303.0 ETC 08-209-20609.0 ETC 06-255-17412.0 ETC 06-255-16776.0 2. Wami-Dade NOA 10-1209.01 for size and design pressure limitations. Test Standard TAS 201, 202,203-94 TAS 201, 202,203-94 ASTM D2843-99, ASTM D635-98 ASTM D1929-96(2001). ASTM D638-03 ASTM 02843-99, ASTM D635-98 ASTM D1929 -96(2W1). ASTM 0638-03 ASTM E84-05 ASTM 026-95, D2843-99, D635-98, D 1929-08,0638-03 Materials Testrm HP Polypropylene 009.• 0• ....9. 0000 •9 • 0 . Testing Laboratory e•• 9 600* 66006 Testing Evaluation Lab.yi..6V tdon F.,Sc i�idL P.F..:.6 • CTLA 9. • •1dmeshVe"* e.E. • . 9.. • ETC Laboratories • 00, Wn Meunier, • o ETC Laboratories • GuTmdet gift 0 • • 0000.. ••• • •999 • e ETC Laboratories Joe Dolct; F.E. ETC Laboratories Joe Doldan, P.E. 3. DmWna No. Prepared by Signed & $"led by No. FL -15180.11 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Pruned by Signed & Sealed by Anchoring RW BuRding Consultants, Inc. (CA #9813) Lyndon F. Scdwddt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Insft te, certifying that Plastpm Inc. is tqjZ�� manufhcturfng products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. Lyndon F. SohmW% P.E. FL PE No. 43409 2124/2012 PF 1647 Sheet 1 of 1 M plastprd &Zwffmu gaw" OP hsiOhlTtON- MODEL DRSOO (2=6-1 2=8", 2=10", 3=09x 6'-8") 2--6; 2`-8; 2=10" CUT-OUTS & GLASS INSERT AVAILABLE 353W ' Q FULL OVAL WE: FULL LITE ,A.-. A FULL OVAL LITE ) -. .000.0•. . • • dl •••: • ••00• •rU•0• - FULL LITE 23"x 6Y (cut -0t • •2=8;x10; 22x64" (glass) •- _. •- • 3' (r - • 0 - • 0- • 0*00 So FULL LITE 21"x 65 (cutoff 'Y-6" 20rx 6r (glass) A— distance from top of door to top of cut-out 0i'llastim 2000 Irm All Rights Rasarad, This Plestao Customer Kit is Matching Sidelite: SLS00 3%0- • • • 0000•► •• • 0000 • • 0000 353W ' Q -. .000.0•. . • • •••: • ••00• •rU•0• - • 4000 • • 000000 •- _. •- • - • 0 - • 0- • 0*00 So •• •• •� - - • -0.00. • • • • • 0000•► •• • 0000 • • 0000 � I . 0 MMAMM em Iaw"OftpwomwaA RmB W.Aft comrsorm n" 40M 1= %1wwmww!0.Aw *=* uAw"Irtabou OMFG%M Wo • • ., 0 0.000• .••... • 0000• • 0000• ,k s k. P, 'S t111 • • ., 0 0.000• .••... • 0000• • 0000• t 0.00.0 , • 0000.. 0000.. 0000. 0000. 0606.• • • .0000• • •. t... x Rim �- t 0.00.0 , • 0000.. 0000.. 0000. 0000. 0606.• • • .0000• • •. t... 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