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RC-15-2089 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241587 Permit Number: RC-8-15-2089 Scheduled Inspection Date:April 26,2016 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Final Owner: CAMPBELL, MARK Work Classification: Addition/Alteration Job Address:373 NE 92 Street Miami Shores, FL Phone Number (305)754-2318 Parcel Number 1132060136400 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW KITCHEN AND 2 NEW EXTERIOR DOORS. Infraction Passed Comments INSPECTOR COMMENTS False f pector Com ents PassedE9 .�.G Failed J �i Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 25,2016 For Inspections please call: (305)762-4949 Page 4 of 31 Miami Shores Village 10050 N.E.2nd Avenue NE r `' k Miami Shores,FL 33138-0000 " F Phone: (305)79-r-2204 € ARI ol €. Expiration: 0310212016 Project Address Parcel Number Applicant 373 NE 92 Street 1132060136400 MARK CAMPBELL Miami Shores, FL Block: Lot: Owner Information Address Phone Cell MARK CAMPBELL 373 NE 92 Street (305)754-2318 (305)5284037 MIAMI SHORES FL 33138-3133 373 NE 92 Street 'MIAMI SHORES FL 33138-3133 Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 HOME OWNER _:::::.:..:::...::..:._.. .... Total Sq Feet: 200 Approved:In Review Available Inspections: Comments: Date Approved::In Review Inspection Typei Final PE Certification Date Denied: Drywall Type of Construction:NEW KITCHEN AND 2 NEW EXTER Occupancy:Single Family Miscellaneous Stories: Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam Left Setback: Right Setback: Final Bedrooms: Bathrooms: Framing Plans Submitted:Yes Certificate Status: Insulation Certificate Date: Additional Info: Truss Insp Columns Bond Retum: Classification:Residential Foundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Window and Door Buck CCF $3.00Fill Cells Columns DBPR Fee $2.25 Invoice# RC-8-15-56752 Wire Lathe DCA Fee $2.25 09/04/2015 Check#:3911 $241.50 $50.00 Review Building Education Surcharge $1.00 08/18/2015 Check#:3896 $50.00 $0.00 Review Plumbing Permit Fee $150.00 Review Electrical Plan Review Fee(Engineer) $120.00 Review Electrical Scanning Fee $9.00 F.Termite Letter Technology Fee $4.00 F.Elevation Certificate Total: $291.50 Review Planning Review Mechanical Review Structural Declaration of Use In consideration the is a to a is permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining th fto,and in co ith the dra s,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting is permit I me a s' ility rk o e by either myself, my agent, servants, or employes. I understand that separate permits are requir or ELECTRI ,P ME I OWS,DOORS,ROOFING and SWIMMING POOL work. O ERS AFFID t t or o' ' formation is accurate and that all work will be done in compliance with all applicable laws regulating nstruction and o F 0 e bove-named contractor to do the work stated. September 04,2015 o ed Signature:Owner / Appll nt / Contractor / Agent ate Buil ing Department Copy September 04,2015 1 Miami Shores Village Building Department De artmen Au 1 s 2015 � -- 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 13 : Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER.(305)762-4949 i_ FBC 201 LA BUILDING Master Permit No.R011�5 2-C69 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION F-1 RENEWAL []PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP C� CONTRACTOR DRAWINGS JOB ADDRESS: ` S /774 '`"' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I l ^ Z f7 I '3 ' Y W is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): V�IQ914- Phone#: Address: f37 *3 Iz 1�I-- S City: Uy) •S• State: f1L Zip: 334SE> Tenant/Lessee Name: Phone#: Email: AA�� CONTRACTOR:Company Name: 1�`�' O Phone#: Address: City: -State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIG R:Architec gineer: AA-poxt- CA-%,fl 0y,- Phone#: Address: -7 2R r✓� �'L City: �`l S • State: N, Zip: w Value of Work for this Permit:$ D Square/Unear Footage of Work: 1L00 S 1� Type of Work: ❑ Addition -Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: w �- L� a-�n Lz� W--U SGT- oe�.- Specify color of collorr thru tile: Submittal Fee \j ' v� PermIt.. e$ CCF$ CO/CC$ L:a Scanning Fee$ Rath Fee$ DBPR$ Notary$ Technology Fee$ �'*raining/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage lender's Name(if applicable) Mortgage Lender's Address 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 COMMENCEMENTIff- Notice to Applicant: Asndition to the issuance bf a building permit with an estimated value exceeding$2500, the applicant must promise in goo ith that copy of the ce of commencement and construction lien law brochure will be delivered to the person Whose pro is subject attach t. so,a certified copy of the recorded notice of commencement must be posted at the jo, for the t inspection o is s en (7J days after the building permit is issued in the absence of such posted notice, inspe ion will not be a ove and einspe ill be charged. Signature Signature OWN or AGENT CONTRACTOR Thef re oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 ,by day of 20 ,by P`Yl4Cli'k — C/�'^7D�3s no to .who is personally known to me or who has produced I — as me or who has produced as \X0�N identification and who did take an oa`V\ N e1jfs %, identification an "id take an oath. EXp ' `�:- NOTARY PUBLIC:` + 1 NOTARY PUBLIC: 0,�j �� �OJ,�9� _ O� Sign• c��c�ir Sign• Print: '���' Sy �` Print: Seal: i11inn10%1�0\ Seal: ################################ # ###kT*rPlans APPROVED BY Examiner Zoning Structural Review Clerk .s Miami Shores Village Building Department �m mnM 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: e - Gov 0-u DATE: 7 , 7v a I ADDRESS: '71�9 A/e cZ 2 V1 S Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,FS 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$25,000.0 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.CA 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. I 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,m my own contractor with certain restrictions even though I do not have a license. Initia 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_�� 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 licwwvmbers on permits and contracts. Initial 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 o tantially Improved it for sale or lease,which violates the exemption. Initial 5. 1 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 ad 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 mritly or municipal ordinance. Initial 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 emplo ees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am wil as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 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 comps 'on 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 h :/lwww.m oridalicense.com/db rlroleilbC Initial 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: *?1 - ot/lG 9 Initis 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the inform have provided on this disclosure. Initial Licensed contractors are regulated by laws 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 day of �S–CX\4L .20 l-5— By fU-(who w �or who has Produced e i as identification. d, °��. ENGINEERING EXPRESS' 160 SW 12th Ave*106,Deerlield 0660 FM,6%"LV EERIN(SP,J 1 41 a MI q UG 1 PO Components & Claftna P[qLsure-Ca1cU1pW[ 14 9 2015 -1 1 V11-;;Sic LOW Sav%Azad Gakciilator Pace Contractor: <Kuk A Caw*el1,ArMect Address: -3-73 W.E.92 Street HIN Project Ca ect Narne: m"Reddem CitMiamishom FL L Cftr'� ,*MAW Edit t Wall Zones Roof Zones Basic Wind Speed,V: F170 mph r6AM UWD Exposure Category:r—E❑I K-d: (;0.85 1.0 J vFi can Heigl%h: [15 0]ft GCj 0.18 sure Type: Enclosed K-zt 1.0 -J Iowa Roof Type: Hip (Cridc to enlarge) ean 0'0 Heighy,h' f' sure T pe. osed 0of LRH�ip gloom -E Roof I K-h- 0.85 minkriulln Bulft 3.00]: 12 14.0 degrees) 40% ft oof Pitch: F Dimension,t:. q h=53.38 psf End Zone •• ft 00V0,00. 00000 -0 0 000:0 v 0 1!0 Openings 6 * Single Opening -10 Openings 11-15 Openings 16-20 0 : : 000 00000: .0 :00000 0 0 vraWidthHeiHeightIsA Area 0 00 0. 1 0 k Mark (0) (4) zone 91MU"? (sqft) k_z q_z C.C_p+ GC_y- PrNesaum(vim • 0 ao 36. 184-01 4 12 2 10.03 0.85 53.38 1. 10 +37.79 53 n31 +37,. 8 '0 + 3 36.0 84.0 4 18.67 0.85 53.38 0.95 -1. +3 A.?6 3 .47 4 4 4_ COMPLETE ALL F1 LDS AB A6yl THEN SAVE FILE A SUB ENGINEERING EXPRESS O L T 1 Mp MIAMIMDE 1bIIA14II RADE COUNTY.FI.oRIDA e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 8NV 26 Stream Rowe 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(7W 315-2599 NOTICE OF ACCEPTANCE ffLOA) PGT Industries,Inc. 1070 Technology 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 RER- Product ERProduct Control Section to be used in Mlami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD. 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(m areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRurnom.Series"FD--750"outswing Aluminum French Door w/Sidelites-L3LL.... APPROVAL DOCUMEW: Drawing No. $000-11, titled "Alum. French Door &iCjde LitH.01mpact", sheets 01 through 12 of 12, dated 12/23/44, with revision "E" dated 10/12/11, prepared by ma" signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade CountJ Mauct Contra]Section. • Renewal stamp with the Notice of Acceptance.number and Expiration date by �e u-•lade County: •• Product Control Section. '0000' ••••• •• •• SILE IMPACTRATING:Large anal Sa side Impact Resistant ••:••; •••.. 0000:0 LABELING: Each unit shall bear a permanent label with the manufacturer's nams.% logo, city, state, •0 model/series,and following statement:"Miami--Dade County Product Control App;ovdd;unless gt�vise•• 0 noted herein. 0 0 :....: REVISION of this NOA shall be considered after a renewal application has been fd8d Ad therg been 0 jms no change in the applicable building code negatively affecting the performance of this product. 1IRMINATION 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. ADVERTCSEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the est of the Building Official. This NOA revises and renews NOA No. 11-1013.24 and consis of is page 1 and evidence pages.E--1, E-2,E-3 and E-4,as well as approval document mentioned ab-o . The submitted documentation was reviewed byJaime .Gas P. NOA No.14-1117.05 Expiration Date: February24,2m Approval Date: February 19,1015 ev Page 1 PGT Industries,Inc. NOTICE OE ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000--1.1, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer,signed and sealed by Anthony Lyme Miller,P.E. (Submitted under previous NDA No. 11-1013.24) B. TESTS 1. 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 j 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 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. YM-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez,P.E. 0 0 0 0 (Submitted under previous NOA No. 09-102110) 000000 ••••• •••• • 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 •••• . • • 000000 2) Uniform Static Air Pressure Test,Loading pet FBC,TAS•1Q2 94 :0000 0 • 3) Water Resistance Test,per FBC,TAS 202-9V...• 094. ' 4) Large Missile Impact Test per FBC,TAS 20 r.94.0 0••• • 0 0 0 0• 0000. 5) Cyclic Wind Pressure Loading per FBC,TAS 29"4 •. 0 0..... 6) Forced Entry Test,per FBC 2411.3.2.1,and?AS202 94 0 •� 0 ., 0000:. along with marked up drawings and installation diagram of ark 0at0m0numb door of OXXO configuration, prepared by Fenestration Testing Laboratgry, Inc., TVA •••• No.Frl, 4921,dated 07/17/06,signed and sealed by Edmundo J.OI.a=g espad D.O . (Submitted under.previous NOA No. 05-04.19.03) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading 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 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94. along with marked up drawings and installation diagram of an aluminum doors of OXXX configuration,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTI.-4527,dated 02/10/05,signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA Na 05-0419.03) Jaime D.Gascon, .E, Product Control Section Supervisor NOA No.14--1117.05 Expiration Date: Februayy 24,2020 Approval Date: February-19,2015 E-1 SGT Industries ISI NOTICE Or ACC&ffANCE:EVIDENCE SUBMMED- B. TESTS(comviuEnl 4. 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) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.'s FTL-4528,dated 02/14/05,FIL4315, dated 09/13/04, both signed and seated by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) S. Test reports on: 1 Large Missile lm Test r FBC TAS 201-94 p ) g pact per 2) Cyclic Wind Pressure Loading per FBC,TAS 203-•-94 along with marked up drawings and installation diagram of an aluminum doors of XXXO configuration,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.'s FTL4529, dated 02/14/05, FTL4530, dated 02/14/05, FTI.-4311, dated 09/01/04,all signed and sealed by Edmundo J.Largaespada,P.E. (Submitted underprevious NOA No. OS-0419.03) 6. Test reports on: l) Uniform Static Air Pressure Test,Loading per FBC,TAS 94 2) Large Missile Impact Test per FBC,TAS 201-91 -64e:6 3) Cyclic Wind Pressure Loading per FBC,TA$.?03:--94 ••,•, •o along with marked-up drawings and installation diagram of am elwnmum•e •**go* p � ui�vving French door, prepared by Fenestration Testing Laboratory, ]sn±;#fest Repo No. :' . FT1 -4312,dated 09/13/04,signed and sealed by Edmundo J. .espada,�:W. ••••• (Suomi ted under previous NOA No. 05-0419.03) C. C • ALCULATIONS ,••••• • 1. Anchor verification calculations and structural analysis, comAyin with;)'Stt` Edition 2010 red b manufacturer, dated 10/1 • preps y 1/I 1, signe�,sn� sealed �;A. Lynn Miller,P.E. 2. Glazing complies with ASTM E130044/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RM). E. MATERIAL CERTIFICATIONS 1._ Notice of Acceptance No.14-0916.10 issued to Kuraray America Inc.for their KKurarhY PVB Glass Interlayer"dated 02/19/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued toyEastman Chemical Company(MA)- for their"Saflex CP--Saflex and*Safles•IIP Con osite Glass Iinterlayers with PET Core"dated 06/19/14,expiring on 12/11/18. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14—1117.05 Expiration Date: February 24,2020 Approval Date: February 19,2015 E--2 I� f PGT Industries NOTICE OF ACCEPTANCE:EVD NCE SUBMITTED E. MATERIAL CERTIFICATIONS tcorr muEnl 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers"dated 06/19/14,expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and complying with FBC 5"f Edition (2014),issued by manufacturer,dated 11/,06/14, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A.Lynn Miller,P.E. 3 fCertification f PG US Department o State o T IND TRIES, INC. as a for profit corporation, active and organized under the laws of the State of dated rP � Florida, 01/27/15 and filed by Ken Detwer,Secretary of State. 4. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer,dated 10/11/11,signed and sealed by A.Lynn Miller,P.E. (Subodfled under previous NOA No. 11-1013.24) 0 0 0 0 5. Statement letter of no financial interest, issued by manufacj=4 dated•19f11/11,"":• signed and sealed by-A.Lynn Miller,P.E. • .. . 0000.. (Submitted twder previous NOA No. 11-1013.24) 0000.. . • 6. Notification of Successor Engineer for manufacturer's NOA d3NRAnt per SQction - • •0 ••0000 61G15--27.001 of the Florida Admiuistrative Code, notifying lotigAd engineer that the successor engineer.is assuming full professional and legal• sibift fQi all engineering documents pertaining to this NOA, dated 10/07/11,*1 and sealed by •, A.Lynn Miller,P.E. •••••• (Subotttted under previous NOA No.11-1013.24) • • • 0000 • I 7. Laboratorycompliance letter for Test R L Report No. FT X941 issued Fefl p � , �y eftion Testing Laboratory,Inc.,dated 05/20/09,signed and sealed by Julio E.Gonzalez,P.E. (Subndited under previous NOA No. 01028.10) S. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda,P.E. (Subviitted antler previous NOA No. 09--1028.10) Jaime D.Gascon, E Product Control Section Supervisor NOA No.14-4117.05 Expiration Date: February 24,2020 Approval Date: February 19,2015 E--3 . t PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS(cowmw) 9. Laboratory compliance letter for Test Reports No.'s FT"921, dated 07/17/06, FTL-4527, dated 02/10/05, F"i"528, dated. 02/14/05, FTL 4315, dated 09/13/04, FT"529, dated 02/14/05, I"r"530, dated 02/14/05, FT"311, dated 09/01/04 and FTI,-x#312,dated 09/13/04,all issued by Fenestration Testing Laboratory,Inc.;all signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under revious NOA No. 05-0419.43 � p j G. OTHERS- 1. Notice of Acceptance No. 11-1013.24,issued to PGT Industries for their Series"FD- 750" Outswing Aluminum French Door w/Sidelites-- L.M.I., approved on 11/24/11 and expiring on 02/24/15. 000000 00 • 000000 000000 �0000� - •00000 100000 0000 001000 000 0 00000 • • •0� 00000 000000 0. • : , • 000000 • 0.0000 • • 0 • • 00000 00 • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-1117.05 Expiration Date: February 24 2020 Approval Date: February 19,2015 E-4 -NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S) ` 1.GLAZING OPTIONS: A.7/10!LAMI CONSISTING OF(1)UTE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 PV13 INWRIAYER OF DUPONT BUTACITE OR SAFLESUKEEPSAFE MAXIMUM. CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 PVS INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. C.718"MI CONSISTING OF(1)LITE OF 311V AN EALED GLASS AND(1)LITE PF 3/16"HEAT STRENGTHENED GLASS WITH AN.076 VANC,EVA INTERLAYER. D. 18r- J AM1 I CONSISTING OF(2)UTES OF 3116"HEAT STRENGTHENED GLASS WITH AN.076 VANCEVA INTERLAYER. {VO/NI DRAWING MAP I-7 MI I.& CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS OUTSIDE;U4'AIR SPACE AND(1)711W LANA GLASS ASSEMBLY INSIDE(3118"&.090 PVB,3118"HS), T.-_Q.MC .ET • F.718"LAMI I.G.CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS OUTSIDE,11C AIR SPACE AND(1)711W LAMI GLASS ASSEMBLY INSIDE(3116"HS,.090 PVB,3116"HSj GENERAL NOTES........... 1 CONFIGURATIONS...........1 G.Tff LAMII.G.CONSISTING OF(1)LITE OF 3M8"TEMPERED GLASS OUTSIDEi 111"AIRSPACE AND(1)7116"LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS........... 2 (3/16'&.076 VANCEVA,311W HSj DESIGN PRESSURES...... 3 ELEVATIONS.................... 4 H.MM I& CONSISTING OF(1)LITE OF 3116"TEMPERED-GLASS OUTSIDE,11C AIR SPACE AND(1)711W LAMI GLASS ASSEMBLY INSIDE VERT.SECTIONS............. 6 ( 1 HS,.O 6 VANOEVA,3116'HS), HORIZ.SECTIONS........... 6 PARTSLIST.**...... 7 2.DESIGN PRESSURES:TABLE 1,SHEET 3. EXTRUSIONS................... &a .A,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300-02. ANCHORAGE..„................10-9 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E130MZ 3.CONFIGURATIONS. Q, X (,�Q,pX fit,XXp� a ry i ORo O WHERE.Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. .... ANY'I TWO ADJACENT UNITS CAN BE EITHER SINGLE. DO RS ORA DOUBLE,XX DOOR'BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE Ivl RU*r R%VMD •••• •• ••• FRENCH DOORASSE'MLY BEAM 18 USED TO ASSEMBLE X UC,AND ;�+ •• Q UNITS TO MAKE THE ABOVE CONFIGURATIONS. .. •• • 4.ANCHORAGE:THE 331/3%STRESS INCREASE W NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. ;• •• .. 8.SHUTTERS ARE NOT REQUIRED. 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE •• •• •• •• •:• INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. . e• ••• 7 REFERENCES:TEST REPORTS:FI'L-4311,FTL-4312.FTL-4310 FTL-4627,FTL-4628,FTI--4629,FTL-4630,FTL-4921 AND FTL-6541. • ANSI/AF&PA NDS-2006 FOR WOOD CONSTRUCTION •• ••• • ADM 2005 ALUMINUM DESIGN MANUAL PRODUCT itMWRD 00 a as oo n*hvg wlftd+eFtodda S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® ®u!ldiagCode HURRICANE ZONE OWHZ� A000 ede 4. • {t1!litr 140- to yo• .. id'DAl'IfDBUIbtN O"AAD698MA Apbtt WAR& e.�a” 6 LIE040W c raro�arxotarrv�vs QENER4 NOTES AND DRAMNG MAP '/�O' .sF oa�fl�''.�0 xoa > srer t�, �• mar vmr Fecaarocrmarx N p � 6 ALUM. PRL�NCH D40R !S/DE LITES IMPACT /fff palomA� NpSgy4 eaa�aaa aaac A.LYMPI u1�LllE�,P.E. f".!G t?f.23/04 L.1: 4/8�?G FD760 AUL. 1 e 12 80 .91 E FL P.E.#58705 7/18"NOM. 7/18°NOM. 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 4118"ANNEALED OR HEAT STRENGTHENED.GLASS .090"DUPONT BUTACITE OR SAFLEXInEPSAFE .076"VANCEVA INTERLAYER MAXIMUM PVS INTERLAYER 3/18"HEAT STRENGTHENED GLASS 3118"HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 109 90 109 90 107 .107 1 p5 5/8"GLASS 105 6/8"GLASS SITE BITE XTER OR IN I',ERIOR gXJR.IOR I TERtOR SETTING BLOCK SETTING BLOCK GLAZING DETAIL GLAZING DETAIL 000_0....:. 7116" LAMI GLASS W/PVB INTERLAYER 7/16" LAMI GLASS� 4.L.W/ 8NCFVA INTERLAYER - . i - e erste►+ 7/8"NOM. 7/8"NOM. t� �rjtl,she 1�forNM• •• • 3/18"TEMPERED GLASS 3/18"TEMPERED GLASS •• AIR SPACE AIR SPACE I •• ••• • 0000.. K 3/18"ANNEALED OR HEAT 3/18"ANNEALED OR HEAT •• ••• STRENGTHENED GLASS STRENGTHENED GLASS .0 0 e• .090"DUPONT BUTACITE OR SAFLEX/ .075 VANCEVA INTERLAYER 0•0•••00•• ••• 00•• •• KEEPSAFE MAXIMUM PVB�1TERLAYER • .. 00. 3/18"HEAT STRENGTHENED GLASS 3i1$"HEAT STRENGTHENED GLASS •••••• • •0 109 95 OR 96 109 97 OR 98 00.00. 0000. . . 0000. .. 0000 108 90 108 90 pj=UC .vJmwsD "• ss oompbft w16 we 110 5WGLASS 06 W GLASS ' _ BITE BITE „$ epro�csca�a+as • tssrir EXTERIOR INTEWR EXTERIOR iN TER101j � .1 4Y�tN A4/ GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK - �?.� �a�ay • 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/VANCEVA INTERLAYER Ix w • w_ Ax Hoa+uwa�flowup Nowro�orssaoor GLAZING DETAILS ', ,(:'• �'.� • JAotnwro "'a TM�OWN P� ' fm ALUM. FRENCH DOOR A SIQ LITES IMPACT A.L�tgI�1�I N . ft* pan a saga FORM FUS 2 w 12 SM-11 E FL P.E.#69706 F:lG L Table 1. Maximum' Design Pressures(pso OVERHAN �I,.. LENGTH AllowedHeight(In) OVERHANG j% HEIGHT Configuration Width(In) Glass ,. 0 87 314 91 314" 96 3i4"(8Q) Types 79 3/4 (8� 83 314 (7 ) AE +70.0 -80.0 +70.0 40.0 +1'4.0 -80.0 +70.0 -80.0 +70.0 -80.0 A X 3r M French CG +100.0 -100.0 +100.0 400.0 +100.0 -1.00.0 +400.0 -100.0 +100.0 -100.0 11.11 USING THE OPTIONAL LOW-RISE SILL Door A,8 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 40.0 +70.0 -80.0 (PART 10,SHEET 8 OF 12),THE Xx 71314"(OP) OVERHANG HEIGHT MUST BE GREATER 0,0 +100.0 »100.0 +100.0 -100.0 +100.0 400.0 +100.0L-100.0 +100.0 -100.0 THAN THE OVERHANG LENGTH{SEE DIAGRAM}.IF NOT,THE MAXIMUM E +70.0 -ti0.0 +70 0 -80.0 +70.0 -80.0 +70.0 ' -80.0 +70.0 -80.0 POSITIVE(+)DESIGN PRESSURE IS Full LIMITED TO+50.0 PSF FOR ALL STYLES Jamb 3611/16" AND SIZES OF THE DOOR AND ANY C,G +100.0 •100.0 +100.0 -100.0 +100.0 100.0 +100.0 •100.0 +100.0 -100.0 ADJOINING SIDELITES.(REF.FTL-6941) 3011/18" CIG +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -109.0 Sidelite 3311116° C.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 400.0 +97.4 -87.+4 Narrow •••• JaMb A, S. E. F +10:0 -80.0 +70.0 40.0 +70.0 -80.0 +70.0 -W0 +70.0 180.E MOM�•.�i�e .... .. .:. 3811116" CICS +100.0 400.0 +99.9 -99.9 +96.3 1 95.3 +91.4 -91.4 +87.9 »87.9 � :•• •• ••• t3,H +100.0 -1�.0 +100.0 »100.0 +100.0 -100.0 +100.0 . 400.0 +100.0 -100.0 �••• • .. .. Table 1 a: Glasi Twe and TetReeort Number ...... _ 118"1AVW1irA,.090 PVS, 311WHS) PJL4311, r312,4316 •• •:• B -7116" tAMI(3116"HS,.090 PVS, 3/191HS) UPGRADE Fn.-4311, 4312,4316 ••• :. ..: FTL-4527, 4528, 4520, 4ii3o ,. •. :.: . . C-7116" tAMI(3116"A,.07S VANCEVA, 3/16"HS) •• • D-7116" IAMI(3/18"HS,.075 VANCEVA, 3/191HS) UPGRADE FTL-4527, 4528, 4529, 4630 E-7/8" IAMI'I.G. (3/16"T, 114"Alli SPACE,3/16"A,.090 PV% 3/16"HS) PTL-4311, 4312, 4315 �� F-7/8" LAM[I.Q. (3/1("T, 1/4"AIR SPACE, MOONS,.=PVS, 3/16"HS) UPGRADE FTI.-4311, 4812, 43'16 0D1�c�•�ao G-7/8" IAMI I.G. (3/16"T, 1/4"AIR SPACE, 3/16"A,.075 VANCEVA, 3(16"HS) FTI.-4627, 4528, 4529, 4530 �D H-7/8" IAMI I.G. 3/16"T, 1/4"AIRSPACE, 3/1V HS,.07i3 VANCEVA; 3/16"HS) UPGRADE FTI.-4S27, 4528,4529, 4530 mm 4YNN k �� •t'�`.•'aG�NS,E ••;?' iii 58708 o1F- • o••Mo�na • WNW a +fit r�tTO IFIXO t pESIQN PRESSURES % �`''••.PtosonP.�'Cs OWNXWOM IM 7�IOLOOYd1?1VE NOK �1.SM �i��t`S, ••......• ��\`�� ,�a �� `S1ONAL emmo v NO P.O.GW fm ALUM. FRENCH DOOR&Slf1ELiras IMPACT ��� �� ae aarr 10*[V^ A.LYNI�I IE.I.� .P.E. FJG MAW L.T. 41"S FOM NTS 3 012 8000.11 S FL I.E.#$870$ (-+ ---7313/18"MAX.WIDTH 110 51W MAX.WIDTH 146 318"MAX.WIDTH----- ) 95 314° TA . 910H / � f f , / / • ALL / LL -OR XO co 2X—XO (SHOWING EACH VERSION SIDE-LIfiF 37° 3811118" 3811/18" •••• MAX.WIDTH " MAX.WIDTH MAX.WIDTH • '••••' •• ••• 26 MAX. $l4"MAX.WIDTH • • DLO ALL� 26" 33 3118° AI�Btt�M•88��Cto ,.'••'• '. UNITSMAX p M Ike Nla11d1, • •• 000 ' ' • 78118" � ` ••••• � 000000 • \ e • i • • •• sis DLO .. . • ... 1� Ix / . . --=w ALL •• • ` \ i ItODUCT R 6 aon YhagwA&ftF� W% ea11dW8�� ,r ' Da itct Owttrol ttltltt X LYNN O (FULL JAMB) O (NARROW JAMB) .. .,,,, , IRTa 1.CIGURATIONS WITH SIDE LITES CAN BL EITHER NARROW JAMB OR FULL JAMB VERSION. yam,5870.'' ONF 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. = ' 3.FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SUCTIONS SEE SHEET 8.mom" r-O `o 02- 'W oow rr uctoor EXAMPLE EL.EVA77ONS .,.c\ �NNW ''..FtoRtaP.•''G� � C f7.9437Q t i, s .....••• ``� JA nrocxn�c+�a p � ALUM. FRENCH DOOR&at©E LITES IMPACT �PONALo Ilk. t t. Hcxoet�,ta.s 4 w�Qo NTS 4 a 12 8004.11 !: LFL�P.#68706 .E. VERTICAL SECTION A 1 VERTICAL SECTION B NARROW AND FULL OUTSWING HEAD 1 JAMB SIDE LITE HEAD 4 sll� \GHD 7 23 er ORIGINAL VERSION TOP RAIL p 21 � 5S ALTERNATE VERSION TOP RAIL I tt z e;f MAX.DLO C MAX DLO T TOR !W_EBLOR E RtOR MRI-08 " MAX .. .. HEI FIT HEIGHT • ...... .. . . .... ORIGINAL VERt4ION SOTI'OM RAIZ.L ....................1w,I, — A . .... . nn: ® .... . .... ...... ALTORNATC VERSION sOTfOM BAIL •••••• ••• ••• • Il'ilfltit�3D •• • •••• M q�vl6 2 . . .® . .... No z 3 aer.� scot • 10 7ON ®23OR2 tttittr, 1 i VERTICAL SECTION C VERTICAL SECTION D ..� �'�'••;�cents�'''' ' NARROW AND FULL OUTSWiNG SILL ' No.68705 AMB SIDE LITE SILL F.KBNOWAL tBrAP 60t7�1fRAlL ° 0 SFA JA ro uuoicorr VrER77CAL SECTIONS ;'�••.,FcoRtioP �'�',� ria r ser ALUM. FRL�N H DOOR&ult? MTR'S JMPAcr dR' avut+[0 O p W it for 4 � ; A.l.1f�161�R R /2 6 121"0000-11 F, FL P.E.#50705 P.E. OXXO HORIZONTAL, SECTION SHOWING OWF EACH SIDE LITE TYPE o 1 1 IN 63 .62 w.... ...,__._..- . e9enpiq 26 � 20 1U6 20 SEE NOTE 81 1 82 t 6 6 ♦♦ / 410 29 NOTe.ASSEMBLY HARDWARE QTY(3),11" �80 P10M TOP&BOTTOM AND ONE AT MIDSPAN 20 46: DE, , TA,t�J 30 .�� - 6 26 S . GLASS BED 1 g 27VA 04 fu" *!Or DETAIL C STILE AT ASTRA AL' R AtL F � ..., , .,�� � �� FULL JAMS D LITE .. 'ER (AT HINGE JAMB) � • •••• 6 82 81 SEE NOTE 6 82 81 SEE NOTE •..` . .' ...... .. . :4 oo•o :4 of*: 20 108 20 1 1 Uta ...... ,� $0 30 7e • 7 . .... 30 • 27 o •80 20 c outuwd`� ' 29 83 70 29 83 70 ♦♦` 44-14 - � DE_ _TAAIILL K MB DETAIL 1 ' DETAIL H JAM . L�JAMB JA , � ` • �Q ,� �•'� �': NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB f FVLL NARROW �'; -ass (AT HINGE JAMB) (NOT SHOWN ABOVE) SIDE SITE JAMB SIDE LITE w� tai% tl. w.. r nroxo�r NN ORIZONTAI. SECTION ARTAt S ','�p�;•..,��a¢ti? '',��?�� W96, WAN // •....... (� jA ova,to n ""D ' ' +' �� 74 A�. FRENCH DOOR Be SI IT IMPACT 'i S 4 ` a:vw Sit i a !2 FOR A.LYN�lU11.5B70 P.E. 4/�10Ei 8000-�'! E FL P.E.#58705 Jl+'D7S0 DQO FA70 FUI•I,J MB SIDS WE E mm I D%vcm I D G N pGRB I)VI! D>IgGRIP710N AM tBK(P AttTS 1 _M P B-HFA JAMB t 8006 MMB•HEADBcHI MMLAMB 68006 4 14PGAP 2 SOMA Oti7'.9WNSIiL 680MAGOVIIK 3 78009 A Pt.AT 4 p 8 .•-.•«••• MBAlild2LYSGXBW i8X 1"Pii UAD 7g .........i1PAD LL RiP U83 3 6 SM7 scowsom 8m am1 7 .� am 21 8014 RAL 14 22 X13 RAIL g ....«.« MSA t�MIS.Y 88X1'Pli 781 3 9 L 30 i•I 36• 36 NUI'3Ii6•t8 799Dt1CA ' P 37 ?iflat 3 Il. IAMB WriA 83 .«..«.. X,3W DlUVBT9K SGit1�lV 78>i341+STN -20 JOL Sig 61 $tl 21 8014 TOPUILMMDORODMM OW4 G 8020 UTB fAMIiTm � 68013 R07SO NAR OW JAMB SWB UTt$ 'IBW 17 1 8006 D.t 606 24 8016. WgURNOW68016 CA1' -91 !i4 X 6 OW MODVER 60M A tNACT 68015 7 ON WT-AMPLAT9 27 sols.gummmmilom IB 8 •N•••-w Y 8 X I'PI3 1 014 014 .�..��.. 8 IKIL M19A 35Jil 18 p 3 so �... 37 SM9 ••'«'N• B6b2xum. iU�4Mf` urs �t I� V ' •.ww. M aK.1/7 pK W - ••`laxwo Ou"Oft WHO p filYfwl� N.wN Q 1 ..„.w„ 1 . A 1.i7BOHM 'B D go t0 lie AL TWO R M N WM AWM A YI3PAM 6=8 . . • . .... 39 _W 4SW _91N.N lHjjjff_FHSCRWN •• • •• • • WXX AX 82 •••••�• lAyG4HtiXAttJ1' •••••• •••••• • ••i• 4 7 r YA .g3 N«.««g aX 1 rR 8( tY •••••• • ••••• 't'8 W/88ROD VA 84 iL OPTIONAL 680Si •••••• 0 ••••••i• • • 47 8001 48031 $ &, • • •••••• ••• • • ••• r SCRBW X3/8'SS rRIiD 90 •'"".• Ai i' • • • • WSt 1 91 « N 6LAMINA1iOA$S 8PROcir •• • •••• • g� • • 46rB rasrnAaar.a W511044817/t •NN«.. 6"IA ri;Dca�A� I6• 3/t6�' �.. . ..:. a 93 ••• 7/li"LAMBiA'i'BD(RAS3 6'A VALVA 3/16' 6 X318• L+1RU.7R ilD ! • • i=ii 76t2PP17C 94 ••••••.7/16'IAMINA7W t$AS$ 16' 87$VAN(3At 3/1 •. • ••• i •••i rlMAD&WL 93 «•••. 7/8"LAMIIA I6'r U4'8PA 3/ ”AR6WISmg. •+•• 8896 •••••7/8i'IAMI L(i 16 r 1/4° A "H9.MPVB.3fl6l H§)- aAT4gmwmqs8XV2MMtWM=FH 76K 97 ........•••W IAMILCL 16'r N4• A 1 A VA A 6f 12 1 MOVB SBP A 98 -«•7/8"LAMIl,Q li"r 1/4"SPA 3110 3 VAt1t�BVA 31'16' �t 111 I 1!/ HSI P ONLAMM 105 t38AD 68022 ��`� \,pAN • • ljiFM S.T 87®PA IVSLOCKOPAR ABHLA 106 80A )AtCCBFAD ��0�.��G�P155 •.��.,� ��' 1 RA a8(w 6Wl4A 107 MW W164 BRAD 56 3A S/16! 1a 1301. 68013A 108 S07AA 7/8'IOBMD 6 * Np,6a74� '� 16t801.rX 109 1224 VNVLBULBwap bTPZ47 :• � PdL UP111A7BNvm&Att01f18N6t i'0 '•, .1gs �. •� mro t7r o�Iri PARTS LIST ;�?��.. ��vP,:����• �Ft 8a4t6 �� �` ''••......•• NOCR OQEMIMMEr P.O. tao ALUM. FRENCH DOOR&Slplq LIM IMPACT � �,5'SI4NA�i•``• • �./c iia �r. a xc�a:cWr4 ' 12 8��� E A.�-teRES 68r06 .�. -+� 1.278 I-*-• .062 . .082 1. 2.238 .050 1,180 4.02?' .883 I 4- t 1. 3.636- ---•• 1.383 �-• 1.033 .0807 T 3.836 '040 #8006 6063-T6 #8003A 6063-T6 � #8004C 6063-T5 ,®, #8008 6Q63 T5 #$007 6063»T FRAME, HEAD, JAMB � OUT-SWING SILL L;JCOVER . 4 6 • 6 AND SIDELITE SILL OS SILL DRIP CAP SCREW COVER V R 1 3.018 .082 .074 t 2.000 1.940 1.498 .583 .080 }.�-�.-•----3.838---�•-�•-� �'p-..- -•--3.990 .080 #8009 6063-T5 A@20 #8056 6063-T6 #8012 6063-T6 #8017 6063-T5 INSTALL PLATE OUT'SWING LOW SILL STILE 23 TOP SWEEP . r�oouCr rwu - � .078 ,» Cam � 1.938 .100 1.938 T .080 1.487 :797 . � �oE • •••• • •••..� ~•..------•-- $.250 -. . .� 4A34 � 2.240 ••' .• .' 22 #8013 6063-T6 21 #8014 6063-T5 24 #8016 6063-T5 "•"• •••••• • ••:• BOTTOM RAIL TOP RAIL BOTTOM SWEEP ' ••'• �UQI'k�D •• • ••:- 1.938 .100 .078 A78j�, • `�" • • 9.938 � ;v1. 87 1.170 �° •• r" 8.250 -4.434- #8013A 4.434#8013A 6063»T6 #8014A 6063-T5 #8015 6063-T6 &BOTTOM RAIL, LAG BOLT DE$IGN 55 TOP RAILs LAG BOLT DESIGN 26 ,,••'a� -'',•.• c�F�''�, I . � ASTRAGAL ,� ��.• �r�sa •.�' N •� f moan SE- ift"Aw t 8 :'4•%: a4 x �o�r►r rx�ra gKrRUSION PROFILES %�4 ..�tcaK�oA•'•C��.`� SAM p er + aRomw ALUM.FRENCH DOQR&31D�LITE$ IMPACT �''��`S'sraNAL�•�` � e c.r. 4/aW ���� FDFW t2, �BaDD.tt E A.L�PE.#587os.8. .742 .142 1.812 .075 t ,�, 1 .075 ` -»-•---•2.'t60"".� .353 ! .100 1.000 �--x•1.763--«'t 2,438-- -� A -T ,072 27 #8021 B 6063-T6 28 #8020A 6063••T6 29 #8018 6063»T5 30 #8019A 6063»T6 37 #8039 6063,T6 GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE,'DOOR TRUSS CLAMP .082 .126 3.261 -----+�•i .�,. .060 If � r,#,T 1000 .438" PIMP I 2.622•-----+.. .126 .060 3, » F� ' 1.63641fC1` 61 #8028 6063-T5 e4 #8056.6063-T4 70 #80106063»T6 80 #8033B 6105 T5 SL HEAD TRIM SUBSILL, OPTIONAL t .- � FD ASS Y BEAM 15 NARROW SL JAMB .0.000 00 0 00 000 0000.. 0000 00 000 1.169 0..... .045 .... 0000 *.9517 40 0000.0 00 00' .442 .985 .760 .045 2.313 mot)uc7pA t�{1 w •• •• •0• .865 .046 .818 �-- .437 Q�isFloriM . .0 �+--• tie •d� •• ••� 10 #6022 ACKBEAD 022 6063`-T5 1 p #S Q 0 #8023A 6063-T5 .050 #8029 5 0 #8024A 6063»T5 62 6063-T5 0.0 ACKBEAD 7/16 BEAD I.G. BEAD SL JAMB TRIM to • t�rrrr • ���4Y1dN !yj �i�� 'n .•���NS6 �i .k ' X0.58705 .• =Mao am- f zoo n loflo pe ooY WaRYSION PROFILES ;O''•.,, fi CoA.•' �� %#A o �o b a�cxwn tme r P�ae x�a� A .(1M. �R, N�I'l DOOR SIDE LITES IMPACT '' issfONAL� •�• RUM w 9 a �2 �� A.LY��S1N!L��t,P.E. l=.IG 1 L7: 4A 8 woo-if E FL P.Q.#68705 6*r— —T!— a — Ir r— ir 11 11" 3"MIN. HEAD$SILL11" 3'MIN. -- -HEAD&SILL 11" ATYP. ANCHOR " 4TYP. ANCHOR CLUSTER I CLUSTER i 40.871" (TYPICAL) (TYPICAL) • 10.671' MAX. � MAX. O C. B 0 C, p g 18.600 ., ,� B 18.600" B HT. QTY. MAX. M QTfY. - � MAX. N R3 O.C. 953140-0 QTY. TY. 963140-(5) 96 314"-(8) 95314'-(0) O.C• ® A 953/4"- )QTY 91314'-(5) 91 34v"-(8) 91314'-(S) (2)EQ. (3)EQ. 913/4-.(0) 87 314"-(6) 87 314"-(8) 87 3/4"-(6) TSP.TYP. SP.TYP. 873/4'-(S) 83 314'- 8) 1 79 314"-(7) 83 314»-(b) - r 83314'.(T) 793(4'-(6) �■ " ( ) 11 7939--(5)(b) 11 79 3/4'-01 11" RT. CONCR TE DE ►1 ( } A _- (WOOD) A DETAIL (CONCRETE) SEE NOTElo & b A (WOOD) (SINarz PANT.) 9NCHOR $INOLE PANEL) (8 OR MORIE PANELS) nPPLICABL.ITY (2 OR MOR11 PANELS) ANCHOR TYPES: TYPES: ANCHOR TYP$: OF ENCIRCLED AN • i 0Ft9 2 OR 3 1 OR 2 ANCHOR 2 O 3��5 . LOCATIONS ANCHORAGE SPACING REWREMENT'S: 1. DETAILS A AND 13 ABOVE-REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D t ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL. INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 15 2.ANCHOR TYPES:1-1/4"ELCO ULTRACON 2-114"ELCO 884 CRETE-FLEX 3-#12 STEEL SCREW(©6) .. f• CONCRETE SUBSTRATE USE TYPE 1 AT 1 318"MIN.EMBEDMENT OR TYPE 2 AT 1 314'EMBEDMENT. 13/4"MIN,EDGE DISTANCE FOR BOTH. ••':'• •• •• ••• WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 1318'MIN.EMBEDMENT. 3-SINQLE.p„WQNFIGI,JRA- .MbW:(DETAIL A,CONCRETE SUBSTRATE. DETAIL B,WOOD SUBSTRATE) •••• .. .. HEAD AND SILL.—.8"MAX.FROM FRAME CORNERS. �Ronl7ct�Vven00 .. ••. JAMBS.....................11"MAX.FROM FRAME CORNERS,18-500*MAX.O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.671"MAX.O.C.WOOD SUBSTRATE(DETAIL 4 Fk" • •. 4."�NQQft MORE PANELQONF�GU, TIONS:(DETAIL C,CONCRETE SUBSTRATE) i4t�0p1°0BO • ' .t •f• . HEAD AND SILL......8"MAX.FROM FRAME CORNERS,AND AT 3"AND 6"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4). ty)�y{t)�p ` • JAMBS....11"MAX.FROM FRAME CORNERS AND 18.600°MAX.O.C. �b.TW"Q 28-99ME ML CONFIGURATIONS:(DETAIL D.WOOD SUBSTRATE) % HEAD AND SILL....„8”MAX.FROM FRAME CORNERS,AND AT 3,b",.V AND 12"MAX.ON EACH SIDE OF ASSEMBLY BEAM ANDER ASTRAGAL LOCATIONg(CLUSTER OF 81 �` 'C`r� PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED ONLY ON PANEL WIDtHS OVER 27 314". '•. ' • '• * : JAMBS.....................11'MAX.FROM FRAME CORNERS AND 10.671'MAX.O.C. N0.68705 -' w a px t 8 R3V N0TOAAGNOMMOaebeht %�0 STATE OF c +vocwan rrWer tmygc wLooroRw ANCHORAGE SPACING �'.'�,`c�''••.�taRtp�`.•`''' �:� m KOKOW FL 34M bw a �"° "'''°"�' « . Pa Box rem ALUM. FRENCH DOOR$SIDE LITES IMPACT` �'��s�4NAG�.•` !slG ! A?4 ,T, mpg nuR,34274l A.LYISI(IIIL� ,P.E. �D7bo 114 1r0 . 12 jl' 800041 E FL P.E.#56705 r r� CONCRETE ANCHOR CONCRETE ANCHOR SEE NOTE 10P1r1 NAS WOOD ANCHOR, 114"MAX. WOOD ANCHOR, .(NOTE 1) 1!4" . 80 NaM 2 GROUT SES NOTIi 2 OPTIONAL IW MAX, GROUT, SEE OROLM SEE 84 114"MAX. NOTE 6 84 Sim NOTE 6 GROUT NOTE 1"i SEE NOTE 6 ' '':.j•. t�t.rld .� �i:3••N t�;• '��g� j. ,• t .f. ,�.. .', 't`''F'a? .;4•. ' '• �•y,. ,� p •. w i � 3,r, o .,�• t ..,y.•: t,..• ..;. t.., EMBED r y `}:•f' -�..r�.$.; 5� _ ;3 d K�1�i4uN 'y.•.I i 'tJ•r 'A ; 0 3 R.� � , d•;+=ati •��t.. • EMBED. . SEE L� ,,��,,� 1�51tY� • •'1:aYi.a �.t.� EE q/oo NOTE 1 `f'CONCRETE b4. :'' NOTE 1 2X WQ� SEE 13� � ::h; _: r.a.a M MW. 2x WOOD,SEE 'it�,:. 1'' :1' NQ I E 3 NO 3 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO EXTERIOR INTERIOR (ALL HEAD&SILL SECTIONS) IA t3.4tCl VIA. ;Pst= � EMBED • ••• ••••' • •:�• .'•.s. • .':�+�i;`er•CONcRE SEE •••••• - `, .4 Ksist f. .'� :EMBED 1/4 ® �, q ,.., •' ,: 1w ' p_ • .•.. • •; ~ • ,W •MI� • ;•il 1.,-'EMBED,SEE lUA1(, a_t• ••,p,':.4:7 �r�r t '�.Ti• NOTE M1 w L ! Y • VNCRETE �r NOTE 1 SHIM I 2x WOOD Mt. ti ••• ''.1!°r7M°w•:+''a: `-y�F.�t� i SEE NOTE 3 5 • ••. awl*-� � • 1 x WOOD •• • SEE NOTE 3 + a -...• 1/4" . .. MAX. 114"MAX. ...... '• SHIM 40A SHIM ••••• C ET'E ANCHOR,SEE NOTE 1 ®CONCRETTH ANCHOR SSE NOTI 1 &WOOD ANCHOR SEE NOTE x •• '••' ' PRODUCT RSNEiWBD ® TYPICAL DOOR & SIDE LITE HEAD 03Gmp1 wl1hB8 Bull Ems; � M .015 1.FOR CONCRETE APPLICATIONS IN MIAMI-0ADE COUNTY,USE ONLY MIAMI-DAD,E COUNTY APPROVED ELCO 114°ULTRACONS OR 1/4"SS4 CRETE-FLEX, MIN,DISTAD FROM ANCHOR TO CONCRETE EDGE IS 13/4". MIN.EMBEDMENT,1/4"ULTRACON-1318°,1!4"884 CRETE-FLEX-13/4". D ee Prate cones • 2. FOR WOOD APPLICATIONS USE#12 STEEL SCREV48(06)OR ELCO 1/4 884 CRETE-FLEX-1 3!8 MIN.EMBEDMENT FOR EITHER. Mr r 3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1!2"THICK, 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1PY THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE ti t r r r r t AUTHORITY HAVING JURISDICTION(AHJ). ` 4.FOR ATTACHMENT TO ALUM:THE MAIL$HALL BEA MIN.STRENGTH OF 0063-T6 AND A MIN.OF IN THICK. THE ALUM.STRUCTURAL MEMBER SHALL BE OFA SIZE TO ���`�`I�ON�'L'•NN PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS CMI THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR$HALL BE A#12 SMS `� ,: ' L�cBntsF'•..,Fp �,� WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET,THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ' ON SHEET 10 MAY BE USED. w No.68-106 . 6. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON•SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) Gl• MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER$HEAR LOAD TO SUBSTRATE. :Q ' m-Eta im New SPOW" "MOB ROL ��o aco�ro AI OBORAGE OETAILc� •, '.,.,•fi�a otnaevwoa VAAW)rf0% iw ALUM. FRENCH DOOR&31L1E LtTEB IMPACT � 1NAl. p.1G t?I.7 m "L.T. 4/�ID6 a sazr4 pn»o 7/4a '�" A.LYP��JE.0 58' 7o P.E. !! 12 80pD-!! E FL P.E. se7Q8 <�]EXTERIOR•• INTERIOR CONCRETE (ALL SILL SECTIONS) ANCHOR,, OPTIONAL ' OPTIONAL . SEE NO'T'E 1, t4• 84 CONCRETE SHEET 11 WOW LANdHOR t/4"MAX. � 8 AMC 2 ® A $11H No o°I�o�ANCHOR,t 1 114"MAX. EE NOTE 1, GROUT. N� GROUT, SHEET 11 ..� ••:.- I =;�..^• 114"MAX. �_ ,. 1/4"MAX. SEE NOU SEE NOTE s, s,SHEET 1 t �OR SEE UT -. s�GR oTt , BHEI±T 1 t ft-An INOT9 b, V,8HEET 1 f .. �f��� }� e� • .s • "rt . ®�Q•L-73"t-B•H+..HN.10T��W'i1$.1 1, ••�:i`:a�4,•ti„::•,«sk7�i�`':'•.•••�-tZ.,. =•.”,�e'_"y3"�..4 `�.q`KA:Wt.t'•=1i�•sv;o'�.�•-t✓`�,_'.=•'••• ::✓•y li._�.'�•••.'+1•�*�,1 •RT» :_••••q••:•«:.r.si'' k{`: ?•'• � 1,�"CONCRE ONCRETES�'8 NOTE MIN.3IVN8.SHfi 11 " dc.•dFa, �v"�� c:�a'�ts:1��V'I:S'i���3•�-'- 13'/ga 1 +L.•�a y ti . MIN. ,• x e:. 8EH NOTE 3, e •.•+�.,•fi'3 a SHEET 1.1 SHEET 1j-. TYPICAL DOQR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR ILL (DIRECT TO CONCRETE) (SUSSILL TO;CONCRE TE) (DIRECT TO WOOD) (SUBSILL TO WOOD) • .. ... EMBED. 1 BE• • SEE CONCRETE CONCRETE i ••o NOTE t, NOTli 1, &ANCHOR, � &ANCHOR, � � HEED'11 SHEET 11 SEE NOTE 1, 1 SEE NOTE 2, .. :". INTERIOR : 7 '`. ` ;;:.;..:,. SHED 11 MIN."°� sHEET t1 ... (ALL JAMB SECTIONS) :.+ •. '}''; '°� CONCRETE ti` :s1+:```N� •• •• •' .., '' i 'EXTERIOR •••o•�SEE NOTE 1, .004169 ••••• .; SHEET t 1 , KSI MIN..,; .... 3 Y �'.::•+�1 a. t::•epi^'•CONCRETEs OR 1.6 KSI 3A KSI MIN. "� ��,;,4 a; MIN.�'iMIJ` r CONCRETE :• W/yOD ® „� `'= :':{:.;•'�:;;�': SEE NOTE 3, �con�t tns��pio�tds SEEN OTE 3,VYOOD i�..,,V�� d-=• SHEET 11 di's� 44 • SHEET t 1 r r,• cre re No 1 ?I 1/4 MAX,SHIM1/4"MAX.SHIM--� 114"MAX.SHIM •- • taani Des Produsl C�tso) TYPICI�L DOOR & SIDE LITE JAMB �11irt� .... LYNN ( r/ -• No.58-105 F'+� 8 ter. aa+nasgotra�uxau err f� to. �11111 : STATE OF /� Sv of rotor rotooro ANCHORAGE •''••.PLOR1 aBMW me"Wm- .••'('���� 8 8ALUM. FRSVCH DOOR�SIDE LITES IMPACT pa A.LYI IIS P.E. L•r. 4�4iN(!e "' ° a�`9°74 FOW W 12 T2 8010-� E FL P.E.#58706