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WS-18-680 Inspection Worksheet. Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 4 ` Phone: (306)796-2204 Fax: (305)756$972. , Inspection Number INSP-299447 Permit Number: WS-3-18-680 Scheduled Inspection Date:April 18;2018 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: RUGGIERO, DOREEN Work Classification: Door Replacement Job Address:848 NE 91 Terrace } Miami Shores, FL 33138- Phone Number (786)286-4039 Parcel Number 1132060050350 Project <NONE> Contractor. HOME OWNER Building Department Comments INSTALL IMPACT DOORS(3)'(REPLACEMENT) q In ctio ... Passed, ommentsp INSPECTOR COMMENTS False r e Inspector Comments ,Passed { Failed e Correction Needed Re-Inspection ❑ a Fee ` No Additional Inspections can be scheduled until re-inspection fee is paid. April 17,2018 For Inspections please call: (305)762-4949 page 16 of 29 1 Permit IVO. WS-3-18.680 �sNO1 sY, Miami Shores Village Permit Type:WindoWSrShutters e' 5 1000 N.E.2nd Avenue NE Per � ' Work Classification:Door Replacement Miami Shores,FL 33138-0000 Pem1lf Status:APPROVED Phone: (305)795 2204 FtORIDp` Issue Date:311512618 Expiration: 09/11/2018 r Project Address Parcel Number Applicant I 848 NE 91 Terrace 1132060050350 Miami Shores, FL 33138- t Block: Lot: DOREEN RUGGIERO Owner Information Address i Phone Cell } DOREEN RUGGIERO 848 NE 91 Terrace (786)286-4039 MIAMI SHIORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,600.00 HOME OWNER Total Sq Feet: I 59 , Type of Work:INSTALL IMPACT DOORS(3)(REPLACEME Available Inspections: No of Openings:3 Inspection Type: Additional Info: INSTALL IMPACT DOORS(3)(REPLACEME Window Door Attachment Classification:Residential Final Scanning:3 Review Building , Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-3-18-66807 DBPR Fee $2.00 03/15/2018 Check#: 192 $50.00 $ 106.00 DCA Fee $2.00 Education Surcharge $1.00 03/15/2018 Check#:202 $ 106.00 $0.00 Notary Fee $5.00 Permit Fee $130.00 f Scanning Fee $9.00 Technology Fee $4.00 Total: $156.00 " i In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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 aid zo ing. Futhermore,I authorize the above-named contractor to do the work stated. March 15, 2018 Autt�rizeSignature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 15, 2018 1 LlSC� Glool (4cr1 Miami Shores Village ,Y� D Y MAR 15 2018 Building Department - � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 J INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 )� BUILDING Master Permit No. ws is— bBO PERMIT APPLICATION Sub Permit No. y4BUILDING ❑ ELECTRIC F-] ROOFING F-1 REVISION EXTENSION EJRENEWAL F-IPLUMBING F-1 MECHANICAL PUBLIC WORKS [:] CHANGE OF CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 848 N E 91 st Terrace City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-005-0350 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Doreen Ruggiero Phone#:786-286-4039 Address:848 NE 91st Terrace 'City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: profruggiero@yahoo.com CONTRACTOR:Company Name: N/A 40M Dwn' r Phone#: Address: City: State: Zip: "Qualifier Name: Phone#: State Certification or Registration#: Q Certificate of Competency#: DESIGNER:Arch itect/Enginee r:lIl IGSm 1 Phone#: Address: '1'I a(� �J ( 1� STI , City: M K II t State:: zip: 3 3 Value of Work for this Permit:$ d o o©.Qo Square/Linear Footage of Work: �"I Type of Work: 1:1Addition ElAlteration ElNew Q Repair/Replace ❑ Demolition Description of Work: Door replacement. nS-I aff -f-yy)'DaC$ &00 RS 1 Specify color of color thru tile: Submittal Fee$ W 1 Permit Fee$ n� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ Gt .(U DBPR$ °C,D Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ y`o Cb (Revised02/24/2014) r Bonding Company's Name(if applicable) Bonding Company's Address _ City State C Zip Mortgage Lender's Name(if applicable) Mortgage �Lender's QAddress City V" )w1uC Stately Zip i 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 1 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 approved and a reinspection fee will be charged. Signature 00AI Signature OWNE AGENT CONTRACTOR 1 The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 12 t"' day of Mar con 20 � � by day of ,20 ,by ' QNretf j JRkrAC-d fro ,who is personally known to who is personally known to me or who has produced Afi tC.0 S kc-en S-rZ as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: w Sign: V Sign: Print: Print: Seal: Seal: ev MARISSAJOYLEIC M Commission#GG 13320 4,� Expires Navwnbw 11,2021 �+n ( APPROVED BY Olt? flans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i r 5H° Miami Shores Village -m,,, ® „„,,,, Building-Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT e NAME: v 1� ' V DATE: 3I s ADDRESS: bd” O.IQ 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 ust appear in person to complete all applications. Smtate 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. t 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied foe 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. I v Initial . i. 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 L_ ! 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 permit�ontracts. r Initial 4. 1 understand that I may build or improve a one,family or two-family residence br a',Wrn outbuilding.I may also build or improve a commercial i building if the costs do not exceed$75,000.The-fiuilding 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 my se i 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 les i h violates the exemption. x Initial' r. »` S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction r, 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 andun�tycr municipal ordinance. w, Initial i F 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,maybe 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- 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 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 c tact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html 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: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the" formation that I 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 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 l rJ}h day of M,ur4 , 20 16 By �I )pmciem A-,nY% �,Udgi�trc� who was personally known to me or who has Produc e. License or as identification. YANADYPRIETO MY COMMISSION#FF 214031 EXPIRES:March 25,2019 Bonded TNT Notary Public Underwriters OWNER RY �- -- Miami shores Village �c Building Department low I 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 fiCORIDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall`abide by the requirements of this department and comply with the following statement: 4 Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). AckI owledge t: & on � af-fA• �Q Qualifier/Owner AgAature Date Print Name a Property Search Application - Miami-Dade County Page 1 of 1 OFFICE OF ITHE PROPERTY APPRAISER Summary Report Generated On:3/15/2018 _ 1 Property Information =. ' i .. Folio: 11-3206-005-0350 Property Address: ' Owner . a� „ Mailing Address E - PA Primary Zone 0900 SGL FAMILY-1901-2100 SQ I 0101 RESIDENTIAL-SINGLE « ` Q- Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 ? :. Actual Area 1,992 Sq.Ft �- Living Area 1,592 Sq.Ftlit " � Adjusted Area 1,725Sq.Ft E"` Ae i2 Photograph 20t1�t Lot Size 10,500 Sq.Ft ° : . Year Built 1946 Taxable Value Information Assessment Information 2017 2016 2015 ` Year 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Land Value $283,331 $231,322 $157,579 Taxable Value $206,348 $201,076 $199,331 Building Value $160,080 $162,081 $164,082 School Board XF Value _ _._......._$5,214 _............._$5,268 .-..-.-...._.. $4,521 -- --1 .-- Exemption Value $25,000 $25,000 $25,000 Market Value $448,625 $398,671 $326,182 Taxable Value $231,348 $226,076 $224,331 Assessed Value $256,348 $251,076 $249,331 City Benefits Information Exemption Value $50,000 $50,000 $50,000 Taxable Value $206,348 $201,076 $199,331 Benefit Type 2017 2016 2015 _ ---.-- -. - � Save Our Homes Assessment Regional Cap Reduction $192,277 $147,595 $76,851 Exemption Value $50,000 $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Taxable Value $206,348 $201,076 $199,331 Second Exemption $25,000 $25,000 $25,000 Homestead p Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous OR Book- Price Qualification Description School Board,City, Regional). Sale Page r 04/30/2013 $100 28614- Corrective,tax or QCD;min Short Legal Description 0078 consideration GOLDEN GATE PARK ADDN PB 6-130 E04/29/20]13 $175,000 28606- Affiliated parties LOT7&E1/2 LOT 8 BLK 3 0577 LOT SIZE 75.000 X 140 27302_OR 18289-1740 0898 4 $315,000 0837 Qual by exam of,deed 08/01/1998 $0 18289- Sales which are disqualified as a result 1740 1 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/15/2018 STRUMRAL CONSULTANTS ...... .. .. ...... .... . ..... WIND CALCULATIONS •••••• •••' •••••• .r PROJECT: IMPACT WINDOW / DOOR INSTALLATION AT: 1w 848 N.E. 91ST TERRACE MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY „a•• RE`f)'�A1fivE®FBY: CAn S"�11.,PEREZ STR19— ER' ER' " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 1 12Th STRFEf, Miami, FIORida 3 3 1 76 TFI: (786) 242- 1720 - Fax: (786) 242-4399 T 84 Nd�9) c�,r�1i9�'i1 STRUCTURAL ENGINEERING CONSULTANTS, .NC 9420 S W. 2TH.. STREE- SHEET MIAMI, FLORIDA DAT` � • 1 t !76b� 242-i ?2Q `AX ° 2�[ ��tisy a ►y�c •v�'L� 'e_. f<,,• �I ,wi.» DESIGN CALCULATIONS Eil, 9 n 4 A Co 06, A5CE -t h' � •. ��_ .,•, ; . 2 •• I 0 IE7.906JRE Cqr-40 ' � r '�'�:�,a�4egJfVAL.a��.°:':.� ;....� ., es��Roae 0000.. P.;L5 K C�'rEGoR� _711a app$ �5F" 0000 0000. 0000.. 0000 0000. 0 00 //`0 }�'^�'� xrl(/V 0000 • 00 O ) K-yy 1. O �. . . .. . .000.0 Kd = I V Ll= 0000.. .��,/ .. . 0000; VF�crn PR�55, PosuRE co .(K�,� = 0� v� R� : Com, = — 0000.• FROM TA$LE3o,3"I� 10 NAIR ROvJEs1' D)0'. . q (coa�A Dls�arvcs spa �� 5� c,=0.4 A 131`0° i `i 20 N,!- s Gp''r 0,955 ; o,955 — 1,055 —� 3 i p ALL i R i STRUCTURAL CONSULTANTS Febrw4.28,2018 Y • 0000 0000•• Miami Shores Village ������ "�•• 0000•• Building Department •• • .0.0 0 Miami-Dade County, Florida • 0000•• • • • ••• 0000• Job: Impact Door Installation at: •• •• •• ..,., 848 N.E. 915 Terrace,Miami Shores, Florida • RE: Doors Units Design Wind Pressures •„• 0• 0 Dear Sirs: We hereby attest to the best of our knowledge, belief,and professional judgment that according to the above_ referenced building's configuration, height,and category that the maximum design pressures for exterior openings are: DOORS: `& ” Positive Design Pressure(Zone 4): 55.0 psf Negative Design Pressure(Zone 4): 59.8psf ` Positive Design Pressure(Zone 5): 55.0 psf Negative Design Pressure(Zone 5): 72.2 psf NOTE. "Zone S"pressures are applicable to openings that are within 4'-11"of building corners- ' Refer to calculations. "::` The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: 11 * Building Mean Roof Height: 13'-6", *Exposure Category: D * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing/window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants,Inc. ,e�ti�� �d�;ccs•, � If you should%ha en�to,h 'e any questions or concerns regarding this or any other matter,please do not hesitate to contact us: �,� •.°" '' Sincerely.; STRIJCTU _iSEN t RING.CONSULTANTS, INC. (E.B.#: 007781) 0 /28/118` " rC w Carlos M:f rez;:P E., ttuctural Engineer FL. P.E.#: 5 844; " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 112Th STRFFT, MiWi, FloRida 3 3 176 TFL (78b) 242. 1 720 - Fax: (786) 242-4399 l MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www,miamidade.gov/economy PGT Industries,Inc. 1 r 1070 Technology Drive LNorth'Venice,FL 34275 J SCOPE: .... This NOA is being issued under the applicable rules and regulations governing the use of construction?Wwi 9ls.TIW.... documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pmducl Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Juriscketion(A14.,)*9: 6900:0 This NOA shall not be valid after the expiration date stated below. The Miami-Dade CoeM4Product'Co>ltrol Sect9V.„ (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) regeffl.the rikbt fp.have this • product or material tested for quality assurance purposes. If this product or material fails feDerform'in the accel t8d manner, the manufacturer will incur the expense of such testing and the AHJ may imrntal'alily re`+ok4 1 o; odify� suspend the use of such product or material within their jurisdiction. RER reserves the riph oto revoke t�i:acceptance,*• if it is determined by Miami-Dade County Product Control Section that this product pr rAatprial fiLils tp meeQW.;. requirements of the applicable building code. 0 0 :60000 This product is approved as described herein,and has been designed to comply with the Florida$uilding4C4de, including the High Velocity Hurricane Zone. �..'.' DESCRIPTION:'Series`°FD401"Aluminum OutswingFrench Doors w/wo Sidelites—L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations:- 1. Use of Tables 1 or 2(sheet 2)requires full length reinforcements(item#22)for OX,XO, XXO,OXX,OXO and OXXO configurations.The Iower design pressure from table 1 or table 2 shall control. 2. Standalone X,XX and O configuration unit do not required,reinforcement(item#22). 3. Applicable Egress operable doors must comply with min clear width&height per FBC,to be reviewed by AHJ. 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0629.17 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1.Chanda,P.E. NOA No. 17-0504.01•+ MIAWDADE COUNTY 0000 , Expiration Date: October 18,2022 'Approval Date: September 28,2017 Page i �1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files#listed below) 2. Drawing No. 11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 09/08/16,prepared by PGT Industries,signed atti%ftled by Anthony Lynn Miller,P.E. f9+.•.Y .. .. 0000.. B. TESTS •'•••• • 0000 0000.. 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 28;;J4• :...... ••••, 2) Large Missile Impact Test per FBC, TAS 201-94 000009 • 000 08:99• 3) Cyclic Wind Pressure Loading per FBC, TAS 203-9+40•• 0•• •••••• Along with marked-up drawings and installation diagram of Aluminum S1iclihNMass Doo§(w/TPS, •. Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc j-f**•Reports•• No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 0&20416, all$jg;ed& ;••••; sealed by Idalmis Ortega,P.E.(submitted under file#16-0629.17) '..'.' 2. 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 + Along with marked—up drawings and installation diagram of fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s)FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files#12-0516.02/#11- 1013.22) 3. Test report 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 2411 3.2.1, TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212,dated 05/05/2007, signed and sealed by Carlos S. Rionda,P.E. (Submitted under files# 12-516.02/#11-1013.22) C. CALCULATIONS(Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214(5th Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTMS-1300-02, 04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). t Ishaq L Chanda,P.E. Product Control Examiner NOA No.17-0504.01 Expiration Date: October 18,2022 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for"Kuraray Butacite PVB Interlayer", expiring on 12/1 i/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5'edition)and letter of ne f na4cial interest, 0090:0 prepared by PGT, dated 05/22/15, signed and seated by Lynn Miller,P.$..... •00•.; ••••;• 2. Lab compliance as part of the above referenced test report. 0 0 0.0. 0 .. 0000 0000 G. OTHER 000* 000006 ..... 1. This NOA revises NOA#15-0528.24, expiring 10/18/17. •••••• ••• ••••• 2. Test proposal# 16-0152 dated 03/09/16 approved by RER 00 " "'•'• 3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. (.alcor*,-P.E.. •• 0000.. 2. New Evidence submitted ..0•.. A. DRAWINGS •• • 1. Drawing No. 11005-1 Rev G,titled"Alum.French Door& Sidelites,Impact",sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17,prepared by PGT Industries, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014(5111 Edition)&2017(6te Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02,04&-09. D. 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours &Co.,Inc.) for"Trosifol: Ultra clear, clear&color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) former Solutia Inc. for their"Saflex Clear or colored interlayer",expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5t'edition), FBC 2017(6t'edition) and letter of no financial interest,prepared by PGT,dated 08/01/17, signed and sealed by Lynn Miller,P.E. G. OTHER 1. This NOA revises & renews NOA#16-0629.17,expiring 10/18/22. t Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18,2022 Approval Date: September 28,2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT I DESIGN PRESSURE RATING IMPACT RATING FRENCH DOOR AND SIDE LITE SEE EON SHEET 4 MISSILE MPACTRESISTANCE 1)GLAZING OPTIONS:SEE BELOW. TABLE A: Min. 2)DESIGN PRESSURES:(SEE TABLES 1-4 ON SHEET 2. rAnchor Anchor • Frame Substrate Min.Edge Embedment A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. Member Distance or Metal B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. Thickness C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1/4"Elco UltreConS AB Concrete(min.2.85 ksi) 1-3/4" is/8" MO00Cr BCVmB® F=155ksi,F„=177ksi Jamb Hollow Block(ASTM C90) 1-3/4" 1-t/4' >�l�wAbde�r�"3)CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. A8 Concrete(m In.3.35 ksi) 1-314" 1.3/4" AccepeaceNa 1/4"410 SS Elco CreteFlex® Jamb Hollow Block ASTM C90 1-3/4" 1-1/4" EaW.iw One 'E 2� 4)ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.FOR F=127.4 ksi,F„=189.7 ksl AN Southern Pine(SG=0.55) V Iva. Yltrai ` ANCHORAGE REQUIREMENTS SEE SHEETS 8-11.MATERIALS,INCLUDING BUT NOT LIMITED TOSTEEL SCREWS, AN Southern Pine .55) 9/16' 1-3/8" Aedr F,.�aae THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 3 X12 Steel SMS(Gr.5) Ali 6063-T6 Aluminum 3/e" 1/8" FBC,CURRENT EDITION. t)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 1. F)REORGANIZED SHEETS AND 2)MIN.OF 3 THREADS BEYOND METAL SUBSTRATE. UPDATED TO FBC 2017,ADDED 5)SHUTTERS ARE NOT REQUIRED. 3)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA '3 ALUM.SUBSTRATE.- A 8 A BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. TABLE JR-04A A& 6)SEALANTS:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. Y 0 GENERAL NOTES............1 LU 4 "aa 7)REFERENCES:TEST REPORT FTL-4964,5212&6864;ELCO ULTRACON&CRETEFLEX NOA'S GLAZING DETAILS...........1 a v O CODES/STANDARDS USED: DESIGN PRESSURES......2 8)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ;7.2017 FLORIDA BUILDING CODE(FBC).6TH EDITION VERT.SECTIONS.............3 N 0 h BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). o20,4 FLORIDA BUILDING CODE(FBC),STH EDITION HORIZ.SECTIONS...........4 O M °rc N _o .ASTM E13DO-09 PARTS LIST......................5 O_j o w 9)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA .ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION EXTRUSIONS...................6 Z ALUM NUM DESIGN MANUAL,ADM-2015 =W BUILDING CODE.APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING ANCHOR QUANTITY........7-13 UU oAISI aoo' o W Mp JURISDICTION(AHJ. AISC 360.10 INSTALLATION.................14-15 wUJ C J oN s,xp t O Z $ Lo <n (7 LL INSTRUCTIONS: 7116"NOM. 'S Q O r 13/16"NOM. 1) DETERMINE THE DESIGN PRESSURE,DP REQUIREMENT 3/8"NOM. GLASS STACK GLASS STACK (LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. GLASS STACK 3116"HS GLASS ® N 00 0 Iaays 3116"HS GLASS 3/16"HS GLASS 1/8"HS GLASS '`+ = nj 2)ON SHEET 2,TABLES 1&2 REFER TO PRODUCTS THAT ARE .090"PV131 OR PVB2 D90"PVBI OR PVB2 J REINFORCED.TABLES 3&4 REFER TO PRODUCTS THAT ARE INTERLAYER INTERLAYER 1l4^AIR SPACE090"PVBi OR PVB2 Z Q Z UNREINFORCED.DETERMINE THE DESIGN PRESSURE OF 1/8"AN OR HS GLASS 316"AN OR HS GLASS 3/16"TP GLASS INTERLAYER LL W Z .1-E YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. O LL Q J EXAMPLES ARE GIVEN ON SHEET 2.THIS DESIGN PRESSURE93 94 93 94 91 gq ? Go W o NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED 74 v DESIGN PRESSURE FROM STEP 1. 72 1I2 GLASS J O 73 1/2"GLASS 112"GLASS Q Z BITE BITE BITE sillosap wya 3)DETERMINE YOUR ANCHOR GROUP FROM TABLE A,THIS 30 30 80-83 SHEET AND YOUR GLASS TYPES,(A-D),FROM THE GLAZING •• • • •71 71 �`�NY LYNiyM/•,,� DETAILS ON THIS SHEET. 0 i 4 FROM SHEETS 7-13,FIND THE SHEET THAT PERTAINS TO EXTERIOR. — - 4 YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES 3/8"LAMI NOM. EXTERIOR 7116"LAMI NOW• ••• ••• P—IR(� •r3/1VOLAMI IG NOM. _*: No.58705 *_ REQUIRED. �^GLASS TYPE A;(PVB1)TI GLASS TYPE C,(PVB1), GLASS TYPE E GLASS TYPE B,(PVB2) GLASS TYPE D,(PVB2) fl ATE 4" 5)ANCHORS ARE TO BE INSTALLED USING THE LOCATION • ••• • ••• _ • • _ %�'•. GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13.SHEET 14 • • • • • • • • • %F FioRIDP.'. ���` &15 SHOW INSTALLATION CROSS-SECTIONAL DETAILS. AN=ANNEALED •• • • •a: :• • •• : : 'SS'ONALfil ,"NG�` HS=HEAT-STRENGTHENED PVB1=.098"•TROSIFOL-PV&I0Y KURARAY AMERICA,aINC. PVB2=.090"SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. A.LYNN MILLER P.E. TP=TEMPERED P.E.#58705 i a •aa • • • • aa• • • • • • • • • • • • • • •• •• • • • •• •• TAB TABLE 3: NOTES FOR ALL CONFIGURATIONS: DESIGN PRESSURES FOR REINFORCED DOORS,ALL GLASS TYPES DESIGN PRESSURES FOR UNREINFORCED DOORS,ALL GLASS TYPES 1)FOR CONFIGURATIONS WHICH X FRAME XX FRAME -1 FRAME HEIGHT 1 X FRAME XX FRAME FRAME HEIGHT CONTAIN A SIDE LITE TO DOOR _ WIDTH MOTH 68-79314 =7°-83314 87314" 1 913W' 8°-96314" WIDTH WIDTH e- ° CONNECTION,(XO,ox,XXO,OXX, 6 79314" 7°.83 314" 87 314" 91 314" 8 -95 3/4" OXO,OXXO),THE LOWEST DESIGN 30 371/2" g° 71 31 +75.0;-76.0 +75.01-75.0 +75.01-75.D 75.01-75.0 75.0 -75.0 2° 251/2" 40 47314" +68.6 i-58.6 +55.4 -55.4 +52.4;-62.4 +49.8..49.8 +47.4 -47.4 PRESSURE SHALL PREVAIL. 271/2" 613/4' +54.9 -54.9 +51.8 .51.6 +49.0':-49.0 +46.51-46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 I•51.7 +48.8 -48.8 +46.1 1-46.1 +43.8 I-43.8 +41.6 -41.6 2)FULL LENGTH REINFORCEMENT TABLE z: (ITEM 22 SHOWN IN SECTION E-E, DESIGN PRESSURES FOR REINFORCED SIDE LITES 25 31112" 50 593/4" +49.01•49.0 +46.2 -46.2 +43.81-43.8 41.41-41.4 +39.3 -39.3 SHEET 4),IS REQUIRED AT DOOR PRODUcr REY1SM GLASS FRAME FRAME HEIGHT 2a 33112" 64 83 314" +43.1 •43.1 +43.1 43.1 +41.5?-41.5 +39.31-39.3 +37.3 -37.3 TO SIDE LITE CONNECTIONS, ae�witb ar Ae'�' TYPES WIDTH 35112" 87 314" +38.1!-38.1 +38.1 -38.1 +38.1':38.1 +37.5 I-37.5 +35.6 35.6 WHEN USING TABLES 1&2. A �l 88-79 3/4' 7°-83 314" 873/4" 91 314" If-95 314" nspi��a No\ 6 •6 30 371/2" 6° 7`134-1+34.0€-34.0 +34.0 •34.0 +34.0 -34.0 +34.01•34.0 +34.0 -34.0 E'd`r4.Dere 2Z 27 3/4' +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 3)DOOR AND SIDE LITE A 3g 1B" +75.0 -76.0 +75.0 -75.0 +71.4 -71.4 +67.8 -67.6 +64.2 -64.2 TABLE a: COMBINATIONS FROM TABLES 3 �y pfy AND 4 DO NOT REQUIRE 3g 3/4' +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 66.6 -68.6 +g3.1 -63.1 DESIGN PRESSURES FOR UNREINFORCED SIDE LITES REINFORCEMENT ITEM 22. G)NO CHANGES THIS SHEET.- e, 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.01-75.0 +75.0 -75.0 +75.0 -75.0 GLASS FRAME FRAME HEIGHT :„JR-04/1O/17 FOR MAX.SIZES OF CO UNITS,SEE SHEETS 10-13. TYPE WIDTH ge-79314" 7°-83 3/4' 87 3/4" 91 3/4" 0 4)DESIGN PRESSURES UNDER 40 8 95 3/4" PSF ARE NOT APPLICABLE IN DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS 10314" +75.0 -75.0 +75.0 -75.0 +7&0 -75.0 +75.0 -75.0 +7&0 -75.0 MIAMI-DADE COUNTY. REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE.APPLICABLE EGRESS 12 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 Y REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION AHJ. 5)FOR DOOR-ONLY j w o '^aa ( ) 19" +72.4 -72.4 +68.5 -88.5 +65.0 -65.0 +61.9 31.9 +59.0 -59.0 A.B,C,D CONFIGURATIONS(X,XX),ONLY p OE 21 314" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 5 R5.0 +52.4 -52.4 TABLE 1 IS APPLICABLE. �'�" a co co 27 314" +52.9 -52.9 +49.9 -49.9 +47.2 47. +44.7 -44.7 +42.6 -42.6 REINFORCEMENT,PART#22,IS C7 M c NOT REQUIRED. O 36 118" +35.2 35.2 +35.2 -35.2 +35. -35.2 +35.2 -35.2 +34.4 -34.4 1 o a Z 36 314' +34.0 34.0 +34.0 -34.0 +34.0 34.0 +34.0 -34.0t+734.0 -347 6)FOR SINGLE,STAND-ALONE =W`.o- FOR MAX.SIZES OF COMBINED UNITS,SEE SHEETS 10.13. SIDE LITES(0),ONLY TABLE 2 IS U U d ®� �0 APPLICABLE.REINFORCEMENT, H Z q w w oMa PART#22,IS NOT REQUIRED o j Lo EXAMPLE 1,(USING TABLES 1&2):XO WITH GLASS TYPE B, EXAMPLE 2,(USING TABLES 1&2):OXXO WITH GLASS TYPE A Z O REINFORCED, REINFORCED, 7)CONFIGURATIONS WHERE THE oU6 LL O 33-1/2"WIDE X 79-3/4"HIGH SINGLE DOOR WITH 18"X 79-3/4" 68"WIDE X 85"HIGH DOUBLE DOOR WITH (2)36-1/2"X 85"SIDE DOOR LOCKSTILE ABUTS A N SIDE LITE(SEE NOTE 8) LITES(SEE NOTE 8) SIDELITE ARE NOT AVAILABLE O WITH REINFORCEMENT. p w says DOOR DESIGN PRESSURE_+751-75 PSF DOOR DESIGN PRESSURE_+75/-75 PSF ® p j U SIDE LITE DESIGN PRESSURE_+75/-75 PSF SIDE LITE DESIGN PRESSURE_+70.4/-70.4 PSF 2 OVERALL DESIGN PRESSURE_+75/-75 PSF OVERALL DESIGN PRESSURE_+70.4/-70.4 PSF 8)FOR SIZES NOT SHOWN,ROUND j Z Z UP TO THE NEXT AVAILABLE SIZE. < W jr W EXAMPLE 3, USING TABLES 3&4:OXO WITH GLASS TYPE C, (E.G.FOR 32""X"DOOR WIDTH IN K a ( ) EXAMPLE 4,(USING TABLES 3&4):OXXO WITH GLASS TYPE B, U. UNREINFORCED, UNREINFORCED, TABLE 3,USE 33 1/2') F Z 30"WIDE X 87-3/4"HIGH SINGLE DOOR WITH(2)26" X 87-3/4" 71-3/4"WIDE X 95-3/4"HIGH DOUBLE DOOR WITH (2)36-3/4" X ; co SIDE LITES(SEE NOTE 8) 95-3/4"SIDE LITES ¢ p o DOOR DESIGN PRESSURE_+43.6/43.6 PSF DOOR DESIGN PRESSURE_+34/-34 PSF aiui 'sap sal.as SIDE LITE DESIGN PRESSURE_+47.2/-47.2 PSF SIDE LITE DESIGN PRESSURE_+34/-34 PSF OVERALL DESIGN PRESSURE_+43.6/-43.6 PSF OVERALL DESIGN PRESSURE_+341-34 PSF •• ••• • • • • • •• ,�``ON�(LYNAI EXAMPLE 5,(USING TABLE 1):X WITH GLASS TYPE A, EXAMPLE 6,(USING TABLE 1):XX WITH GLASS TYPE A, • •• • • • • ••• • Qom;' ;F� 32"WIDE X 90"HIGH SINGLE DOOR(SEE NOTE 8) 63-3/4"WIDE X 91-3/4"HIGH DOUBLE DOOR(SEE NOTE$)• •• •• ••• ••• No.58705 DOOR DESIGN PRESSURE_+75/-75 PSF DOOR DESIGN PRESSURE_+75/-75 PSF GLASS TYPES(ALL TABLES,THIS SHEET): = D � Ul A.3/8{'LAW 4148"A,.090 PVBe 9/66"HS) • - •- - %pO S l(/�. B.;8" MI 1/8"HS,!090PVB•3/16"H �` D.1N16LA (8/16"HS E90 V� 3/16S) i ONAL E.13?16"LA151 IG(3/1t'•ffi,1/4•AIRSP&V1/8"AS,.096 PVB,3/16"HS) A.LYNN MILLER,P.E. P.E.#587°5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • • 3 40 EXTERIOR INTERIOR EXTERIOR INTERIOR PRODUC f REVIM 10 1 2 60 "smwphImewm ee Fh" b"ol co& 4p Accepb-ft r -0 •O I 64 AT HEAD/JAMB Eipincwpate 22 37 65 AT SILUJAMB � CLEAR-COLORED SEALANT G)NO CHANGES THIS SHEET.- EXTERIOR INTERIORaA " JR-04J10(17 62 63 U Y C7 o p ao p O N Y n °77O 0 ?y 0:OJ� a t/1 8 OJo W MAX. z D' O o J MAX. MAX. MAX SIDE (),6 W ®' ( �e DLO DOOR OLO LITE 62 W co i< W U-0 .DN FRAME FRAME H z 'T u ~ sNo HEIGHT HEIGHT O w '� J o Z W $ o 'r N LL O ® m ® � 0 ZO T°-vs = U 30 Z w z z WOf O LL U J K P O 12 SL VIEW G-G " > d CORNER ASSEMBLY 40 61 ° �_ •• ••• • • • • • •• �.``�NY LYNN CIE Na 40 0 i • • • • • • • • • =*1 No.58705 00 1.489 = DOOR SECT.A-A SL SECT. B-B S7ONAL .. 1 -16,102 VERTICAL VERTICAL •• • •000 0• 000 0 A.LYNN MILLER,P.E. P.E.#58705 i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 4 49 I� MAX.10C FRAME WIDTH FRODUC f YEVISM m eawpl�e{n'MY Ik FLiid� pu 2 e • p� 4 �_ 1$Glllwidr retCeA171 I—MAXpip . I�DLO —I �XX�S ECT. C-C III���DLO 31 G)NO CHANGES THIS SHEET.- 35 36 34 44 46 45 5 REINFORCEMENT „ JR-04/10/17 HORIZ. NOT REQUIRED FOR 32 rc STAND-ALONE'XX' DOORS. 20 W i 04 Y (7 MAX.'X'FRAME WIDTH (�N UML -0"')J O u� Z S REINFORCEMENT Z LL to - • INTERIOR =ui a ,a NOT REQUIRED FOR LU U-0 ®J w °Maa ESTAND-ALONE'X' Z � �< H �Mo • DOORS. oA> a W toZ _MAX. U. OLD�l 'X'SECT. D-D W Z � 4621 5 HORIZ. ExrERIOR ® o° ° ,aa 45 = w F SPACING,SAME AS 3/a^ r 0 Z JAMB ANCHOR SPACING 67 REINFORCEMENT < W (SEE SHEETS 7 ,8 9) MAX.SL FRAME WIDTH MAX.SL FRAME WIDTH NOT REQUIRED FOR LL W Z STAND-ALONE'O' o LL O J SIDE LITES. NOTES: w j o 1)CLEAR OPENING FOR'X'AND-0X DOORS AS FOLLOWS: O J Q = C) 62 WIDTH: apl1 sa0 saua5 AND 'X'DOORS=DOOR FRAME WIDTH-5.646 'XX'DOOR=DOOR FRAME WIDTH 12-4.079 •• ••• EiH • LY/V/V �• • •DWGOR JRAy1E FSEIGjIT-,.�5>�' �` pN.......,N,�� •• 4Y1)9DElITE<<O`E♦4laP'X'l.ND'XX'DOORSBY3/4"WHEN �;' •F • • •AS9EMSLEIPTOWAE'XO','W,'OXO"XXO','OXX'AND'OXXO' N0.58705 MAX 3)FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR 7 SEE NOTE 3, �`D D O AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, •• �S��• �� _ 22 • _••• SWEET&46TWM 22 IS NQT REQWED WITH COMBINATIONS TE THIS SHEET 62 • • • •FROM TAW-ES 3 ANW,SHEET 2,OR WITH STAND-ALONE V, �(�•'•.�fORIDP SL SECT. E-E 62� 66 SL SECT. F-F • • • !X'&'XX'WNFIGURWIONS FROl:TABLES I AND 2. ��SSS • • •• • • • • • �. ZONAL HORIZ. (DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE) • •• •• NMILLE • • ••• • ••• • A.LYNN MILLER,P.E. P.E."58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , 1 ITEM DWG# PGT# DESCRIPTION SILICONE 1 943B 60411 FRAME HEAD 2 1010 00300 WSTP.,010N.19D X.375 HIGH 3 7070 67070K BULB WEATHERSTRE.187X.300 HIGH STRUCTURAL 1/4"NOM. 4 955 7955X FLLISHBOLT STRIKEPLATE POLYISCOUTYLEN 5 938 7938X 2PT.LOCK STRKEPLATE WITH DESICCANT 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832Xl2FPXP #8.32X,500 PH.FL.MS-S.S.W/SIUCONEPATCH EXTGLASS OKODISPACE 995 5 70885 GASKET ETWEENTHRESHOLD&FRAMEJAMB 4SGTPS 9 988 7D998 GASKET(BETWEEN HEAD A FRAME JAMB 10 952/4 8533016 FILLER HEAD ADAPTER 11 11DOO 6110DOM OUTSWING THRESHOLD 12 1870 671870 WSTP..350 RD FOAM FILL TSLOT MSBURY#32011 INT.GLASS PRODUC f RE,VL8119 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER W.0oplyhgwith 0*Pled" 14 11001A 411001A ACETAL SPACER.065®THRESHOLD,OPTIONAL (railing QeAe 15 110D2A 411002A ACETAL SPACER.095 0 THRESHOLD,OPTIONAL Aaepleete H• 1 q-�6 rU�.?O I 16 11003A 411D03A ACETAL SPACER.140 0 THRESHOLD,OPTIONAL HOT-MELT BUM 6e@MrMa amu•--.T-^�L-- 20 915D 60360 FRAME JAMB OUTSWING STRUCTURAL _ 21 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH SILICONE 49 ACTIVE 22 8608 fi8608M REINFORCEMENT,1.000X2.75OX0.650,6061.75 FOAM 3/16"NOM. Qrrd 23 1140 76X112PSA7S #8 X 1.500 PH SQ A WS WITH DOOR 24 1048 71018 JAMB SCREW COVER CAP DESICCANT PANEL F)NO CHANGES THIS SHEET.-JR 25 930 41721N STRIKE PLATE INSERT 26 1118 71OX34PFA #10%.750 PH.FL.SMS EXT.GLASS 61 SUPER LOCK 04/10/17 27 7070 87070K BULB WEATHERSTRIP.187X.300HIGH SPACER NXTn'1 30 910D X10 DOOR PANEL,TOP 6 BOTTOM RAIL STILE 31 911E 6911 DOOR PANEL,SIDE RAIL 32 917 7FRM0 HINGE EXTRUSION N (� 33 1176 77056FP W,B #10X.828 PH.FL.SMS INT.GLASS $4 913A 60376M TRUSS CLAMP • 35 113D 6TRODA 5`18-18TH READED ROD R' 98 990 7990NUfA 5H&16 FLANGED HEX NUT O � 37 9144 60379M WEATHERSTRIP CHANNEL �•n p a7W O 38 7834FPT #E X.75 PH.FL.TEK ALUMINUM Ur N i y d' O 39 997 70897 GASKET BETWEEN PANEL HEAD/SILL 8 PANEL STILES) REINFORCEMENT O Cl) u rc y p 40 1023 87924G WSTP.,.187%.250 HIGH,FINSEAL O J p0 m Z 41 926 41720 SLIDE BOLT ASSY. NACTIVE PANEL ONLY Z LL cO o J � 42 1145 76X12FPAW 08 X.500 PH FL SMS TYPE BOB 5/16"NOM. =W 7 ®i2 to —7- BUTYL 43 1212 7v90GG SILL DUST PLUG WICTIVE PNL & U U p W u a 44 9838 em DOOR PANELASTRAGALI OUTSWMG DESICCANT Z !2 F omp 45 OUB e84 DOOR PANEL ASTRAGAL 2(OUTSWING FOAM p W J 46 1213 6Q20OK WSTP.,QLON.190X.200MGM DURASEAL 1.>v LU TD 47 929 74UBLOK LOCK SUPPORTASSY.(41707 S 41708) EXT.GLASS 0 SPACER Z°' $ a CO LL 48 1139 7834F #8 X.750 PH.FL SMS 49 982 FD2PTAY 2 PT.LOCK ASSY. a6 F 0 50 6R18OFS RUBBER SLEEVE d' W 51 930 41721 STRIKE PL INSERT(INACTIVE PANEL) INT.GLASS O 0 52 931 7FRSPX DEADBOLTSTRIKE PLATE ° ® $ 0 R' 1aay5 53 1118 710)04PFA #10 X.750 PH FL SMS 0 A O Fw = LU LU 54 957 70957% HANDLE STRIKE PLATE 1 5 Z LL Z 55 1118 7tOX44PFA #10 X.750 PH FL SMS POLYISO- DESICCANT FILL AREA ° 80 SWO 69MD SIDEUTE HEADER BUTYLENE Q W (n a/°=5 61 921D 6921 SIOELTTE SILL SEAL 5116"NOM. µ Of 0 82 9108 80381 SIDELITE JAMB O u- Q J SILICONE SEAL 83 1155 781POA #8%1.OD0OWD PN.SMS ROLL-FORMED K o 54 998 7996 HEAD GASKETS(STOCKING#70M) w 7 85 999 7999 SILLGASKEIS STOCKING#70889 STAINLESS STEEL XL EDGETM U ¢ m 68 9344 61641M SI.LTT..IAMB ADAPTER O 67 1/12 X 1.000 SHEET METAL SCREW SPACER ° aril '�sa9 saua5 70 71265W SETTBNG BLOCK,3'32"X 114"X 1'WIPSA EXT'GLASS '�/ .I 71 71267K SETTING BLOCK 1/18'X 112"X t'WIPSA •• 4041• • • ♦,J 10 ``11L111111!//' 72 4222A 64222 BEAD,7/16" • • • • • •°• .�` NY LYN 73 988 8988 BEAD.319' • • • • • • �`,���......... 74 968 IG BEAD INT.GLASS • •• • • • • • tl. LICENSE ��� 92 am 64986 BEAD,INTERIOR • • • • • • • • Q,. •ft` ' 93 1224 6IP247 BULB,THICK(USED IN EXTRUDED BEAD) &• ••• • • • •• NO.58705 94 GLAZING SIIXXNHE,DOW 8990R 983 Part# Detalptlon Material *:•/�/+ 95 GLASS,3/8'LAMI-115 A_90 PVB,3118"HS 80 Karmen ing 4SG TPS Space System 96 GLASS,3/8'LAMI-118"HS,.90 PVB,3/15 HS C" �y 81 Ouenex Supe Spacer nXT with Hot Mall Butyl See this 'p •'. ITE 97 GLASS,7/18"LAMI-3x78'4..90 PVB,3/15 HS Sheet tor- _ _ • •♦• ••• • •- 0 - 98 GLASS,7/i5 LAMI-3116'HS,.90 PVB,3/78'HS - 82 Quenex Duraseal Spacer Materiels • • • • • • • • • TE 102 110064 411064 ACETAL SPBOLTACER LOCK.295 @ THRESHOLD,OPTIONAL 83 Cadnel X_Edge SpacerDE_ • • • • • • • 'i�S1 '•.�ORIDP`.•.•G\�� 1IN 04 OFF-TI•IE SHELF RANDLEILATCH A3 EMBLTY,,HRD MIN 7/G5 THROW,GR 3 STEEL-THE SHELF REFERENCE TEST REPORTS:FTL-8717,8968&8970 •.• :• * :• 40 :.• • �''�S�ONAL I�N\`` 03 1OFF ITEMS#17-19,28,29,5659,68,69,75-79,84-91&99-101 ARE NOT A.LYNN MILLER'P.E. USED AND ARE NOT PART OF THIS APPROVAL. P.E.#58705 4040• • • • • 40.40 • • • • • • • • • • • • • 4040 4040 • • • 4040 4040 4040• • • • 4040• • • 1.750 t 1.750- 1.750 1.750- 1.480-1 .050 1.820 .250 37 WEATHER .062 .050 STRIP CHANNEL rROD is rnv B w 3.000 6063-T5 -o p1f6 M •r Rmfkk 4.000 .062 4.100 .062 4.100 .082 4.100 AoegH�enNs 1 6 p 4.675 4,875 6.375 Exp4rirZ NTtW P�At Ceypd � - DOOR FRAME 2'125 125 c F)NO CHANGES THIS SHEET.-JR I_ ZQ JAMB -oanal7 6063-T6 DOOR PANEL DOOR PANEL $Q TOP&BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL w _ 6063 T5 6063 T5 44 INTERIOR ASTRAGAL dj EXTERIOR ASTRAGAL O HINGE µ� z Y 6063-T5 6063T5 32 6063-T5 ? o � 1.500 1.578 p w p y 3.655 .125 -+{ �-.383 O f� 3.111 -� •805 890 LO �N iy � pN .550 .750 .6813 050 .683 �I4��7n��,iILI +x.050 O J a Z S 1.400 .050 ` _LL to o Q W I oso { �.nz U L) o ®a w uMea OTRUSS CLAMP 3/16"GLAZING BEAD 5/8"GLAZING BEAD 050 F Z � a F �Mo 1 Q FILLER HEAD ADAPTER 34 6063-T5 74 6063-T5 76 6063-T5 3.000 683 o ; Lu N 6063-T6 �- 3.100 I co LL 3.000---1 1.092 �- .6 0 0 m 1,879 O IG GLAZING BEAD ® � p ,aaus SL JAMB 74 6063-T5 y 62 6063-T6 = U Z 1.272 1.479 < W to Z .504 OLL J 050 5.459 .075 5212 .830 .360 W W o U � � OFRAME HEAD 6.085 .075 i agrlosap sauag 6063-T6 4.586 13 OUTSWING THRESHOLD •• •• • • • GHANr1EL COVER `1111 L • • • • • • i063iT6 �``� NY LYN .050 .750 • L. 0 • • • • ••• AW P��•.• 1,1GENy�F•:����� .079 1.489 T •• 000 •• • _*: No.58705 *= .469 i .050 1.000 -•O a 3.100 =A 3.000-�{ _ �L -_• ••• ���: S7 S•� �!/� 3 OUTSWING THRESHOLD SL HEADER SL SILL • • •.650 • • F '•D� �` 11 6063 T6 60 6063 T6 61 6063 T6 •;L Jf�vIB •• 125• 6B•91DA1•TER ••i i• 22 o TUBE#AUlL 6063?6 O f3•T5• A.LYNN MILLER,P.E. P.E.#58705 - I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: �' X DOORS, Design Pressure FALGLASS TYPES See Sheet 2,Table 1 ANCHOR TYPE 8 2,3,WOOD 1,2,CONC SUBSTRATE3ALUM j LOADZONES (J 20-7/8' PDT171EFII 21 n Q.O.C. w 8HEAD x x MAX. � (`- ZONE'C" x X x 'X 25.50 79.75 5 2 1 4 2 13-v4•MAX. / 83.75 5 2 1 4 2 87.75 5 2 4 2 F)NEW SHEET COMBINING SIZE / / „ELEVATIONS,ZONE ELEVATIONS 91.75 5 2 4 2 /j 23-1/8" // AND ANCHOR TABLES.-JR- 95.75 6 2 4 2 MAX.D.C. / 0411(/7 27.50 79.75 5 2 4 2 / ® MX"" a / a N 83.75 5 2 4 2 / FRAME z z W a 87.75 5 2 4 2 84-3/8' HEIGHT m ` m e O 91.75 6 2 4 2 MAX.DLO \\ ' >n o a$0 CD O 95.75 6 2 4 2 \ \ O N = Of o 29.50 79.75 5 2 4 2 441' \ 0 n�i to o 83.75 5 2 4 2 24 918\ (TYP.) \\ Z `oo° w _ J LU 87.75 6 2 4 1 2 MAX.DLo\ \ U Vo • y �e 91.75 6 2 4 2 \ \ W z 1 °a 0M( 95.75 6 2 4 2 \ o W � 31.50 79.75 5 2 4 2 A A SILL Z c0i 83.75 6 2 4 2 zONE"C -a 0 37-1/2"MAX. n 87.75 6 2 4 2 DOOR FRAME WIDTH 0 O aays 95.75 7 2 a 2 TYP.DIMENSIONS OF LOAD ZONES FOR 33.50 79.75 63 a 3 SINGLE DOOR,X SINGLE DOOR,X Z z 63.75 6 3 4 3 ¢ Wcn 87.75 6 3 4 3 MODUCPRBYwft ° W a 91.75 7 3 4 3 ttiordr w 25 o 17-o 0 95.75 7 3 4 3 Dm-- - 7N Q X p 35.5D ..79.75 6 3 4 3 aau '°��saws 83.75 6 3 4 3 NOTES: � .. ... • . • • . �oeoet wf LYA►H 87.75 6 3 4 3 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. • • • • • • • • • `�`�� .... 91.75 7 3 4 3 • • • • 95.75 7 3 4 3 2)DOORS MAY BE LEFT OR RIGHT-HANDED. • ••• •••• • • •••• •• 37._50, 79.75 6 3 4 3 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4'MIN.O.C.FOR CONCRETE,4"MIN.OC!FOR"If. ••• ••• • • 000 •• No.sons 1 83.751 6 3 t4. �3' JAMBS(ALL) 13.114'MAX.FROM CORNERS AND 23-1/8"MAX.O.C. HEAD 8 SILL OF DOORS:6"MAX.FROM CORNERS,9'MAX.FROM ASTRAGAL CENTERS AND 20-7/8"MAX.O.C. :G(, Q. 87.75 7 3 4 3 .. 7%-W 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. • -•••_ •_ ••• • • �(/� 91.75 7- 3 4- 3 R p �[�2. 95.75 7 3 4 3 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. • • • • • • • • ''i�ss��NAI • • • •• • • • • • 7 • • •• • •• • • • 111111/1 • • ••• • ••• • A.LYNN MILLER,P.E. P.E.#68705 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• ••• ••• • • • ••• • • e TABLE 8: 20-7/8'MAXD.C. Design Pressure XX DOORS, 6" 9"MAX. A_A See Sheat 2,Table 1 ALL GLASS TYPES MAX, 3 ANCHOR TYPE&2,3,WOOD 1,2.CON 13-114"MAX. SUBSTRATE 3 ALUM LOAD ZONES rl 5 6 NOTES: \ 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. FRODUC f REV 'D MAX. eaaopbftwm*tnwhk2)DOORS MAY BE LEFT OR RIGHT-HANDED.WOR MAX \ 23-1/6" AceWmact NoFRAME 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN. P4aWa oaaFRAME _ \ MAX.O.C. Ei HEIGHT WIDTH X X X X 8, • O.C.FOR CONCRETE,4"MIN.O.C.FOR CMU): \` 95-3/4' JAMBS(ALL):13-1/4'MAX.FROM CORNERS AND 23-1/6"MAX.O.C. 47.7579.75 4 3 4 2 MM.DLO // MAX. HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM 8adr i d+et 83.75 5 4 4 2 \ / FRAME ASTRAGAL CENTERS AND 20-7/8'MAX.O.C. _C HEIGHT F)NEW SHEET COMBINING SIZE 87.75 5 4 4 2 4 4)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. ,°ELEVATIONS,ZONE ELEVATIONS 91.75 5 4 4 2 249 1B\ // 5)FOR ANCHORAGE DETAILS SEE SHEET 14. ¢ AND ANCHOR TABLES.-JR- 04110H7 95.75 5 4 4 2 MAx.DLO\ / 51.75 79.75 5 4 4 2 \ / r Y ❑ 83.75 5 4 4 2 > 87.75 5 4 4 2 Asa AA ¢ 0 O N _ 91.75 5 4 4 2 71.1!4"MAX.DOOR FRAME WIDTH } g- 95.75 & alOO 95.75 6 4 4 3 55.75 79.75 5 4 4 2 TYP. ELEVATION OF XX CONFIGURATION J o z o_ 83.75 5 4 4 2 HEAD�1 Z LL cO s W IMAX HEAD U o 87.75 5 4 4 2 ZONE ro 91.75 6 4 4 3 ZONE"D" LU Z � ° 80 oN N X LLI 95.75 6 4 4 3 / \ c> , $ w oxo 59.75 79.75 5 "5 4 2 / \ Z EXAMPLE. 83.75 5 5 4 2 / \ rn U XX WITH GLASS TYPE A, 87.75 6 5 4 3 / \ 83-3/4"WIDE X 91-3/4"HIGH DOUBLE DOOR, 0' °D 91.75 6 5 4 3 // \\ ANCHOR TYPE 31NTO WOOD O !says 13.05" DESIGN PRESSURE+r75/-75 PSF, ® ❑ 95.75 6 5 4 3 / \ O C SEE EXAMPLE 6,SHEET 2 FOR DP EXAMPLE u = H 63.75 79. 75 5 5 4 2 U Z 83.75 6 5 4 3 o r a W J 87.75 6 5 4 3 m 91-3/4" m DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 0 U- Q J f \ / < 6 ANCHORS @ EACH JAMB 91.75 6 5 4 3 -a, \ / -+ 5 ANCHORS EACH DOOR PANEL @ HEAD w ❑ 95.75 4 3 \ / 5 ANCHORS EACH DOOR PANEL @ SILL U <-i X 0 \ / X 67.75 79.75 6 5 4 3 \ / aB'1 '�sa0 saua5 83.75 6 5 4 3 \ / 1 O SEE CIRCLED VALUES ON TABLE 6. 87.75 6 5 4 3 \\ // �L •. ••• • IS • c • •• `�`ONyIlY1VNI''�, X DENOTES ANCHOR L•CA&10* • • • 91.75 7 6 4 3 \ / 13.114" • • •• • • • • • 95.75 7 6 4 3 • • • • • • • • • Q; 71.75 79.75 6 5 4 3 20-7/8' " 6"MAX. - N0.58705 83.75 6 5 4 3 SILL AX' SILL - *- 87.75 6 5 4 3 ZONE"D^ �-m9ZONE"D" - O 63-314- • •• • -••• _ t • s�pS T - 91.75- 7- 6- 4 -3 • • • i i • s • • • F 95.75 7 6 4 3 LOAD ZONES FOR XX CONFIGURATION ••• t ••• , •• '%1'9&..NA`... C' &ANCHORAGE LAYOUT USED IN EXAMPLE ••• :• •• :• •• ••• l"''ll t I I I I„,\ A.LYNN MILLER,P.E. P.EJ 58705 • • • • • • • • • • TABLE 7: 0 SIDE LITE, See Sheet sign Presaure Sel 2,Table 2 ALL GLASS TYPES ANCHOR TYPE& 2,3,WOOD 1 2,CONC SUBSTRATE 3ALUM LOAD ZONES Eu w -i 17-7/8" PROBUC f REY16W MAX m l y m y MAX.O.C. b-pMm wM ck Phdic a to bpW SIDE LITE MAX 2 i 8 6„ B� HEAD ,� � Ne} _O SO •O' FRAME FRAME HEIGHT < i = = MAX. I ZONE'E' Fnpk+d.thee WIDTH O O O O 13-114'MAX. 10.75 79.75 4 1 4 1a4 Ahdr 'alpcE 83.75 4 1 4 1 87.75 4 1 4 1 F)NEW SHEET COMBINING SIZE ELEVATIONS,ZONE 91.75 4 1 4 1 MAX.IO.C. AND ANCHOR TABLES.E jARTIONS 95.75 4 1 4 1 / - 04/10/17 m 12.75 79.75 4 2 4 2 w z a C7 83.75 4 24 2 95-/4" z j O w z Y 84-318" MAX. N N 87.75 4 2 4 2 MAX.DLO FRAME m m 91.75 4 2 4 2 HEIGHT M aln 95.75 4 2 4 2 }U' n i p 0 o 19.00 79.75 4 2 4 2 F F p y C:, a y Z o 63.75 4 2 4 2 33-SZ LL. �� -1 � IB' 87.75 4 2 4 2 MAX.DLO U v V c LU 91.75 4 2 4 2 W 95.75 4 2 4 1 2 n> a W �Mp 21.75 79.75 4 2 4 1 2 SILL Z 00 g ZONE"E" N LL 83.75 4 2 4 2 W3/4"MAX. a8 O 87.75 4 2 4 2 IDE LITEAM TE FE WIDTH rn 91.75 5 2 4 2 ® 0 aays 95.75 5 2 4 2 TYP. ELEVATION OF LOAD ZONES FOR z 27.75 79.75 5 2 4 2 � C) 63.75 s T24 2 SINGLE SIDELITE,O SINGLE SIDELITE,O m Z J „a 87.75 5 2 0 LL F 91.75 6 2 cc c LU o 95.75 6 2 a O p 36.13 79.75 6 3 4 3 apl osap saua 83.75 6 3 4 3 87.75 7 3 4 3 NOTES: ••• ••i i i ••• • i ••• \``�\\�\Illellllll/, 91.75 7 3 4 3 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 't�O'• EN M�( • •• • • • • ••• i , �\G Sic •.,( 95.75 7 3 4 3 2)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,4"MIN.O.C.FOR CM•)•• ••• ••• 0.0 • • •• •• �� 36.75 79.75 6 3 4 3 JAMBS(ALL):13-1W'MAX.FROM CORNERS AND 23-118"MAX.O.C. NO.58705 ' 83.75 6 3 4 3 HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24-3/4'MAX.O.C. 87.75 7 3 4 3 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 91.75 --7- -3- 4 3- - - 4)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. _ 0 • • 'c� ORIDA,•'. 95.75 7 3 4 3 • • • •• • • • • • '/ • • ••• • ZONA ••• • 'I"II11111\\`\`` A.LYNN MILLER,P.E. P.E.4 58705 ••• • • • • ••• • • 0.4 FILE 8 9"MAX. XO 8 OX, 20-7/8"MAX.D.C. MAX. Design Pressure ALL GLASS TYPES MAX. I Reinforced: See Stmetmet 2,Tables 1&2 X. 3 B-B Unngldomed: See Sheet 2,Tables 3 8 4 ANCHOR TYPE& 2,3,WOOD 3 ALUM 1,2,CONC SUBSTRATE 13.1/4"MAX. LOAD ZONES \ -T NOTES: \ SEE TABLES 1-4, 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE w 5 (u b \ SHEET 2 FOR DESCRIPTIONS. 23.1/8" REINFORCEMENT �m MAX.O.C. \ REQUIREMENTS. 2)DOORS MAY BE LEFT OR RIGHT-HANDED.¢ m y m SIDELILITE DOOR w w MAX m D a m m a 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS }T • FRAME FRAME FRAME � � � ' � � � I / \ 95-3/4• FOLLOWS(4"MIN.O.C.FOR CONCRETE,4'MIN.O.C. HEIGHT WIDTH WIDTH O O X x O O x x 84-3/8' / MAX. FOR CMU): MAX.DLO FRAME JAMBS(ALL):13-1/4'MAX.FROM CORNERS AND 10.75 25.50 79.75 4 2 3 5 4 2 2 4 / HEIGHT 23-1/8 MAX.O.C. 63.75 4 2 4 5 4 2 2 4 / HEAD 8 SILL OF DOORS:6'MAX.FROM CORNERS, / 9"MAX.FROM ASTRAGAL CENTERS AND 20-7/8' 87.75 4 2 4 5 4 2 2 4 / E-E MAX.O.C. c F)NEW SHEET COMBINING SIZE 91.75 4 2 4 5 4 2 2 4 / 4 HEAD&SILL OF SIDE L1TES:6"MAX.FROM °ELEVATIONS,ZONE ELEVATIONS 95.75 4 2 4 6 4 2 2 4 24-9/16" 33-5/8" CORNERS AND 24.9/4_"MAX.O.C. LAND ANCHOR TABLES.-JR- /MAX.DLO MAX.DLO 04I10N7 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT 12.75 27.50 79.75 4 2 4 5 4 2 2 4 / AVAILABLE SIZE. 04 (, 83.75 4 2 4 5 4 2 2 4 13-1/4"MAX. W Y 87.75 4 2 4 5 4 2 2 4 5)FOR ANCHORAGE INSTALLATION DETAILS SEE > y p 3 "a8 _ SHEETS I4&15. W 91.75 4 2 4 6 4 2 2 4 3 O o o 0 36-3/4"MAX.SIDE 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE > °I°0 O 7 37-1 FRAME WIDTH ABUTS A SIDE LITE ARE NOT AVAILABLE WITH O g p 95.75 4 2 4 6 4 2 3 4 LRE FRAME WIDTH FRAME 19.00 29.50 79.75 4 3 4 5 4 2 2 4 73-1/2"MAX.DOOR+SIDE LITE WIDTH REINFORCEMENT. 0 M r a o 83.75 4 3 4 5 4 2 2 4 7)SIDE LITE OVERLAPS DOOR BY 3/4"ONCE Z LL �. -j � TYP. ELEVATION OF XO CONFIGURATION 87.75 4 3 4 6 4 2 2 4 (OX SIMILAR) ASSEMBLED. U V Q Ra W °Tg 91.75 4 3 4 6 4 2 3 4 HEAD ZONED' HEAD ZONE"E' 8 ' H W q ` J M� �Mo 95.75 4 3 4 6 4 2 3 4 9 MAX. 6'MAX. )7 OSG1i•Q I ro> W to 21.75 31.50 79.75 4 3 5 5 4 2 2 4 lL%*Abmi;t• z Z IL 83.75 4 3 5 6 4 2 2 4 87.75 4 3 5 6 4 2 3 4 \\\ EXAMPLE: 6Yrq lacf ; O o 91.75 5 3 1 5 6 4 2 3 4 \ xo WITH GIAss TYPE B, ® r O "95 95.75 5 3 5 7 4 2 3 4 \ 36"X 84•SINGLE DOOR WITH 36"X 84"WIDE SIDE LITE, J (n \ ANCHOR TYPE 31NTO CONIC. U Q Z 27.75 33.50 79.75 5 3 5 6 4 2 1 2 1 4 1 DOOR DESIGN PRESSURE=+75/-75 PSF 83.75 5 3 5 8 4 2 3 4 \ m ¢ w I°°s 87.75 5 3 5 6 4 2 3 4 w \ Z DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 0 LL O 4ANCHORS DOORJAMB O 91.756 3 5 7 4 3 3 4 nI m 3 ANCHORS®DOOR PANEL @ HEAD J O o 95.75 6 3 6 7 4 3 3 4 3 ANCHORS @ DOOR PANEL 0 SILL Q X p 36.13 35.50 79.75 6 4 5 6 4 3 3 4 / 4 ANCHORS @ SIDE LITE JAMB .11!1 -0 says 3 ANCHORS @ SIDE LITE @ HEAD 83.75 6 4 5 6 4 3 3 4 3 ANCHORS Q SIDE LITE @ SILL , 1 I,,' 87.75 7 5 5 6 4 3 3 4 / •• ••• • • • • • •• �.� ANY LYN/y 91.75 7 5 6 7 3 4 / • • • • • • • • • `� �..,.•• !tlj / • • •• • • • • • 1,10ENA..4 95.75 7 5 6 7 4 3 3 4 • •• • • • • ••• • ��`� / • • • • • 36.75 37.50 79.75 6 4 5 6 4 3 3 4 ••• ••• ( • SEE•IRCLOD vLLuasoN•TABLE e. N0.58705 83.75 6 4 5 6 4 3 34 20.7/8" 6•MAx-+{ e'MAX' X =DENOTES ANCHOR LOCATION. 87.75 7 5 5 7 4 3 3 4 91.75 7 1 5 6 -7 1 4 . _3 SILL ZONED' SILL ZONE"E' • •••' _• ••• • • - 95.75 7 1 5 6 1 7 a 3 3141 LOAD ZONES FOR XO CONFIGURATION • • • • • + t,"LA ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE • • • •• • • • • • �/,,�NI I % DETERMINED INDEPENDENTLY. &ANCHORAGE LAYOUT USED IN EXAMPLE •• • •• • • • I 11111% • (OX SIMILAR) ••• • ••• • A LYNN MILLER,P.E. P.E.k 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ABLE 9 Design Pressure 20.718"MAX.O.C. 6" OXO,ALL GLASS TYPES I.-MAX' e^MAx. Reinforced: wA 6"MAX. I 24-3/4'MAX.O.C. Unreinbrced: See Sheet 2,Tables 3&4 2,3.ALUM WOOD A-A ANCHOR TYPE&SUBSTRATE 3 1,2,CONIC MAX. ~- 3 13-1/4"MAX. LOAD ZONES 41 L w L / � / IRODOC i'IZEYIBBI m m N m N W 23-1/6" / tl �M61le M1olilt MAX MAX'X MAX m a m a 8 MAX.O.C. / �epComa. g / Apncc N. 0 E LITE DOOR 'l 4•o l SDRAME FRAME FRAME < ' Ea�kyy�Oslq?� Q HEIGHT / / 95 WIDTH WIDTH Z O O x O O X / MAX. 10.75 25.50 79.75 4 2 7 4 2 3 84-3/8" FRAME o�a*h aR Ca�lnd 83.75 4 2 7 4 2 3 / MAX,DLO HEIGHT F)NEW SHEET COMBINING SIZE 67.75 4 2 7 4 2 3 E \ E� « ELEVATIONS,ZONE ELEVATIONS 91.75 4 2 7 4 2 3 4 AND ANCHOR TABLES.-JR- 95.75 4 2 7 4 2 3 \\ p 04/10117 33-5/8' 24-91161\ 12.75 27.50 79.75 4 2 7 4 2 3 MAX.DLO MAX.DLO 83.75 4 2 7 4 2 3 > 87.75 4 2 7 4 2 3 Ir o o 0 91.75 4 2 7 4 2 5 n 'o rc .;oa O 95.75 4 2 7 4 2 5 36-3/4 MAX.SIDE 3 O N z y o LITE FRAME WIDTH 37-12'MAX.DOOR cl) o Z 19.00 29.50 79.75 4 3 8 4 2 3 FRAME WIDTH Z IJi 0 z m 63.75 4 3 8 4 2 3 109-12'MAX.DOOR+SIDE LITE FRAME WIDTH NOTES: W '- 87.75 4 3 8 4 2 5 =W ®. of �e 91.75 4 3 8 4 2 5 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. W U i< FW- TYP. ELEVATION OF OXO CONFIGURATION ~LU - a 0V0 95.75 4 3 8 4 2 5 2)DOORS MAY BE LEFT OR RIGHT-HANDED. I-> WO N (NOTAVAILABLE WITH REINFORCEMENT) o Z o, .- 21.75 31.50 79.75 4 3 8 4 2 3 HEAD HEAD HEAD 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS w LL 83.75 4 3 8 4 2 5 I ZONE'E" -ZONE., ZONE"E"___j (4-MIN.O.C.FOR CONCRETE,4"MIN.O.C.FOR CMU): eb O JAMBS(ALL):13-1/4'MAX.FROM CORNERS AND 23-1/8" 87.75 4 3 8 4 2 5 MAX.O.C. O 91.75 5 3 8 4 2 5 / HEAD&SILL OF DOORS:6'MAX.FROM CORNERS,9"MAX. ® i O 73-45 95.75 5 3 8 4 2 5 / FROM ASTRAGAL CENTERS AND 20.718"MAX.O.C. + 0 F / HEAD&SILL OF SIDE LITES:6"MAX FROM CORNERS AND F V Z 24-3/4"MAX.O.C. 27.75 33.50 79.75 5 3 8 4 2 3 / 'a LU ¢ ,los 83.75 5 3 8 4 2 5 / 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE O L / J 87.75 5 3 8 4 2 5 m / In SIZE. W 91.75 6 3 1101 4 3 5 i / Z 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS J O o_ 95.75 6 3 1101 4 3 5 / 214&15. Q O 36.13 35.50 79.75 6 4 8 4 3 5 m '1111 :o°sa"� 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A 83.75 6 4 8 4 3 5 \\ •• SIDE:TE ARE NOT AVAILABLE:WITH REINFORCEMENT. •• \\``1NY LYNN 87.75 7 5 8 4 3 5 \ : : 74 1IBE LIIVE OWERILAPS DOOR BY 3/4"ONCE ASSEMBLED. ���O .. .....• M� ail' 91.75 7 5 10 4 3 5 \ • •• • • • • ••• • ` • OGENSF'•.l!_ i 95.75 7 5 10 4 3 5 \ •• •• •• • • • •• N0.58705 36.75 37.50 79.75 6 4 8 4 3 5 \ = * �Sqezl *_ 83.75 6 4 8 4 3 5 \ 87.75 7 5 10 4 3 5 91.75 7 5 10 4 3 5 • ••• • • �0 ' SILL slu SILL �» • • • • • '��s NAL G 95.75 7 5 10 4 3 5 ZONE"E" ZONE"F" ZONE"E" • • • •• • • • • • �7i S�Q �N��� ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE • • •• • •• • • • �l j /fill I 1 111 DETERMINED INDEPENDENTLY. LOAD ZONES FOR OXO CONFIGURATION• • *00 • ••• • A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10: 9"MAX. Design Pressure XXO&OXX,ALL GLASS TYPES 20.7/8'MAX.O.C. Reinforced: I See Sheat 2,Tables 1&2 9"MAX. 24.3/4'MAX.O.C. I Unreinforced:1 See Sheet 2,Tables 3&4 2,3,WOOD ANCHOR TYPE 8 SUBSTRATE 3 ALUM t'2'CONC6•MAX. H B3B I LOAD ZONES 6"MAX Lu ym J < w w / \ IRODDCr6EYd6� MAX MAX 7oc N m a m y m a a / \ �w�vnl.r""'� Inas MAX m a a < m a Q G z3-,/8• 23-,/8" SIDE LITE DOOR ' w w a Q w w MAX.O.C. / \ MAX.DLO A FRAME FRAME FRAME 1Sx x x ' = x x / \ SEE TABLES 1�, oO="Ne 1 P `L HEIGHT SHEET 2 FOR Orrtc WIDTH WIDTH O O i� O O • \ REINFORCEMENT gr_3/4" I FRAME +✓Obdr ret / \ 10.75 47.75 79.75 4 2 4 3 6 4 2 4 2 REQUIREMENTS.3 ® tea4el 83.75 4 2 5 4 7 4 2 4 2 1 3 \ / HEIGHT F)NEW SHEET COMBINING SIZE 87.75 4 2 5 4 7 4 2 4 2 3 Ii4�3/8" / ELEVATIONS,ZONE ELEVATIONS 91.75 4 2 5 4 7 4 2 4 2 3MAX'�O //E-E AND ANCHOR TABLES.-JR- 95.75 4 2 5 4 7 4 2 4 2 3 4 04/10117 12.75 51.75 79.75 4 2 5 4 7 4 2 4 2 3 24-9116\ / 335IB 83.75 4 2 5 4 7 4 2 4 2 3 MAX.DLO\ / Max.DLO w = �[ 87.75 4 2 5 4 7 4 2 4 2 3 91.75 4 2 5 4 7 4 2 4 2 3 }n �o o y 95.75 4 2 6 4 7 4 2 4 3 5 Ad+ iT. 74- 0 O N afro Z Lo 19.00 55.75 79.75 4 3 5 4 7 4 2 4 2 3 36-3 4 MAX' c+> a d to1-3/4'MAX.DOOR FRAME WIDTH SIDE LITE FRAME WIDTH O�c r Z Lu 83.75 4 3 5 4 7 4 2 4 2 3 107.314"MAX.DOOR+SIDE LITE FRAME WZLLco87.75 4 3 5 4 7 4 2 4 2 3 U C, 111 49 TYP.ELEVATION OF XXO CONFIGURATION NOTES: w- �< W °N 91.75 4 3 6 4 7 4 2 4 3 5 (OXXSIMILAR) o W � sup 95.75 4 3 6 4 8 4 2 4 3 5 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE � WDDESCRIPTIONS. Z v21.75 59.75 79.75 4 3 5 5 8 42 4 2 3 HSE" HEED HEAD N LL 083.75 4 3 5 5 8 4 2 4 2 3 ZONE"D" 20NE"F' ZONE'S' 2)DOORS MAY BE LEFT OR RIGHT-HANDED. w O87.75 4 3 6 5 8 4 2 4 3 5 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS V) haus 91.75 5 3 6 5 8 4 2 4 3 5 FOLLOWS(4"MIN.O.C.FOR CONCRETE,4'MIN.O.C. ® O 95.75 5 3 6 5 8 4 2 4 3 5 // \\ FOR CMU): = H H 27.75 63.75 79.75 5 3 5 5 8 4 2 4 2 3 / \ CORNERS AND JAMBS(ALL): 131/8^MAX.O.C. Z o Z / \ HEAD&SILL OF DOORS:6"MAX.FROM O Lu Lu x al°JS 83.75 5 3 6 5 8 4 2 4 3 5 / \ CORNERS,9"MAX.FROM ASTRAGAL ° °C 87.75 5 3 6 5 8 4 2 4 3 5 ¢ / \ m CENTERS AND 20-718'MAX.O.C. O J 91.75 6 3 6 5 8 4 3 4 3 5 w // \\ w HEAD&SILL OF SIDE LITES:8'MAX.FROM w 06 0 0 CORNERS AND 24.314•MAX.O.C. v J OO 95.75 6 3 7 6 10 4 3 4 3 5 N / N Q x m \ m ILL 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT agl �sap sauag 36.13 67.75 79.75 6 4 6 5 8 4 3 4 3 5 \ / AVAILABLE SIZE. 87.75 7 5 6 5 8 4 3 4 3 5 \\ // ••• •• •SAEE'6 1#O;PGf INSTALLATION DETAILS SEE �� NYILYNN 91.75 7 5 7 6 10 4 3 4 3 5 \ / • • • • • • • �� t�O'L,CENgF /`� ' 95.75 7 5 7 6 10 4 3 4 3 5 \\ // •• • 8)�OI� RATI�WHERE THE DOOR LOCKSTILE Q� ••.tn� •• ••• T A E" E NOT AVAILABLE WITH NO.58705 36.75 71.75 79.75 6 4 6 5 8 4 3 4 3 5 \\ EINF CEMENT. 83.75 6 4 1 6 5 9 4 3 4 3 5 \ / 7)SIDE LITE OVERLAPS DOOR BY 3/4'ONCE 04d 87.75 7 5 6 5 9 4 3 4 3 5 ASSEMBLED. 91.75 7 5 7 6 10 4 3 4 3 5 SILL T SILL _ SILL �� • • • • • • �'•.!DlOR1DP.-•' 95.75 7 5 7 6 10 4 3 4 3 5 ZONE"D' ZONE" • 21ONE"Ir • • • • • .,SS�O••• �NC1��� ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE • •• • • • / NAS ,� DETERMINED INDEPENDENTLY. LOAD ZONES FOR XXO ZONES FOR XXO CONFIG�RA�N ••• • ••• • 1j111111111 (OXX SIMILAR) A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ABLE 11, 20-7/8'MAX.O.C. 9"MAX. 9"MAX. OXXO,ALL GLASS TYPES MAx V MAX. 24-3/4"MAX.O.C. Design Pressure �{ 8'MAX. -+{ �A Rainfacad: See Sheet 2,Tablet 1&2 3 Unrainforced: See Sheat 2,Tablet 3 8 4 ANCHOR TYPE&SUBSTRATE 2,3' ,3'WOOD 1,2,CONC - 3 ALUM LOAD ZONES / \ / \ I NOTES: m / \ 231/8, / \ 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. rpOBUC f A6YIBm MAX.O.C. / \ SEE TABLES 1-4, WAM at Plodh MAX MAX)N MAX m 3 m 3 3 / \ SHEET 2 FOR 2)DOORS MAY BE LEFT OR RIGHT-HANDED. �Q.4 95-3/4" SIDE LITE DOOR m < f q / \ REINFORCEMENT Avmpt""N•1 -O -01 FRAME FRAME FRAME < i ' Y' / \ REQUIREMENTS. FRAME 3)ANCHOR QUANTITIES ARE BASED ON fi►!4°w"att-- -�• y2 WIDTH WIDTH HEIGHT O O O O 84-3/8" t HEIGHT SPACING AS FOLLOWS(4"MIN.O.C.FOR MAX.DLO \ / CONCRETE,4"MIN.O.C.FOR CMU): &&taw P�*phdwt Caa•d 10.75 47.75 79.75 4 2 6 4 2 3 \ / JAMBS(ALL)13-1/4-MAX.FROM 83.75 4 2 7 4 2 3 E� \ /a� 4 CORNERS AND 231/8"MAX.O.C. 4 \ 4 / q HEAD&SILL OF DOORS:6'MAX.FROM F)NEW SHEET COMBINING SIZE 87.75 4 2 7 4 2 3 CORNERS,9"MAX.FROM ASTRAGAL 91.75 4 2 7 4 2 3 \ / D.C. „ELEVATIONS,ZONE ELEVATIONS CENTERS AND 20.7/8"MAX. > AND ANCHOR TABLES.-JR- 24-9118\ / 33516' HEAD&SILL OF SIDE LITES:6"MAX. 04/10/17 95.75 4 2 1 7 4 2 3 MAX.DLO\ / MAX.DLO FROM CORNERS AND 24-3/4"MAX.O.C. 12.75 51.75 79.75 4 2 7 4 2 3 \ / 4)FOR SIZES NOT SHOWN,ROUND UP TO N O 83.75 4 2 7 4 2 3 THE NEXT AVAILABLE SIZE. to z ,nea 87.75 4 5)FOR ANCHORAGE INSTALLATION DETAILS 0= g 91.75 4 2 7 4 2 3 3 SEE SHEETS 14&15. N aOp !� 36-314"MAX.SIDE 71-314"MAX.DOOR FRAME WIDTH �-f< o O 95.75 4 2 7 4 2 5 (0 a z rh LRE FRAME WIDTH 6)CONFIGURATIONS WHERE THE DOOR 1 19.00 55.75 79.75 4 3 7 4 2 3 143-3/4'MAX.DOOR-SIDE LITE FRAME WIDTH LOCKSTILE ABUTS A SIDE LITE ARE NOT OJ ch a 83.75 4 3 7 4 2 3 AVAILABLE WITH REINFORCEMENT. Z U- 10 n iUJI TYP. ELEVATION OF OXXO CONFIGURATION 87.75 4 3 7 4 2 3 7)SIDE LITE OVERLAPS DOOR BY 3/4"ONCE U V o ®� N a ASSEMBLED. W- 00 91.75 4 3 7 4 2 5 HEAD HEAD HEAD HEAD F'W J uMwp ONO 95.75 4 3 8 4 2 5 ZONE"E �ZONE•F"� ZONE-F"�-ZONE"E'-� > W rn 21.75 59.75 79.75 4 3 8 4 2 3 Z °' $ LL 83.75 4 3 8 4 2 3 / \ EXAMPLE: 0-S O 87.75 4 3 8 4 2 5 / \ OXXO WITH GLASS TYPE B, D' c2 / \ 71-314"WIDE X 95-3/4'HIGH DOUBLE DOOR O 91.75 5 3 8 4 2 5 / \ WITH(2)36314'X 95-3/4"SIDE LITES, ® O I1145 95.75 5 3 8 4 2 5 231'8" / \ ANCHOR TYPE 2 INTO CONCRETE, 0 t/J 27.75 63.75 79.75 5 3 8 4 2 3 / \ DESIGN PRESSURE=+34/34PSF, 5 Z _j Z / \ m SEE EXAMPLE 4,SHEET 2 FOR DP EXAMPLE 83.75 5 3 8 4 2 5 m / \ w < W a°°s 87.75 5 3 8 4 2 5 z / \ N DOOR ANCHOR REQUIREMENTS FROM TABLE 11: O LL z Of p J N m 4 ANCHORS @ EACH SIDE LITE JAMB K 2 O 91.75 6 3 8 4 3 5 m \ / 5 ANCHORS EACH DOOR PANEL 0 HEAD O Z) X 95.75 8 3 10 4 3 5 5 ANCHORS EACH DOOR PANEL®SILL X p \ / 3 ANCHORS EACH SIDE LITE @ HEAD < O 36.13 67.75 79.75 6 4 8 4 3 5 \ / 3 ANCHORS EACH SIDE LITE @ SILL elut °sap sa„a 83.75 6 4 8 4 3 5 \ / 87.75 7 5 8 4 3 5 \\ // ••• ••: �•e 0 i ••• �``NYILY(�N 91.75 7 5 10 4 3 5 \ / • • •(•);iE tIRGLEC:IALUES ON TABLE 11. ,`��.•• •• M/ ���� 95.75 7 5 10 4 3 5 \ / • •• •\al• ••• • v1GENSF•.l� 36.75 71.75 79.75 6 4 8 4 3 5 •• ••• • X F DENpTFi ANfYOR LOCATION. No.58705 83.75 6 4 9 4 3 5 g^MAX 9 87.75 7 5 9 4 3 5 SILL MAX. h� 20.7/8" 6.,Mme, I I� 24.3/4' - ], -.91.75_ 7- -5 10.4 3 - _ - _. ZON E"E' ZONE F -- SILL III"'�•�__SILL •t0 EN •E� •• •• ••• ••• pF/ •��/. _ ZONE"F" •.�ORIDP.•• 95.75 7 5 10 4 3 5 • • • • • • • • %FS „•••, G\�. ANCHOR( NDEIHEDOORANDSID LI ETOBE LOAD ZONES FOR OXXO CONFIGURATION.0• DETERMINED • • • • • • • &ANCHORAGE LAYOUT USED IN EXAMPLE 'A.LYNN MILLER,P.E. P.E.#58705 i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DISTANCEEDGE SEE TABLE �DISTANCEJ 2X WOOD EDGE DISTANCE BUCK,NOTE 1 A,SHEET 1 _..-fes-. 1X WOOD EMBEDMENT SEE TABLE BUCK,NOTE 1 A,SHEET i EMBEDMENT 114"A1AX.SHIM 1/4'MAX.SHIM 1/4'MAX.SHIM ruotwcrwsv�se SEE TABLE SEE TABLE as gwplIft with ths p1s(fAs A,SHEET 1 A,SHEET 1 A«"ft No/7-0 .p Fkpbvdw DOOR HEAD(WOOD) DOOR HEAD(CONC) DOOR HEAD(ALUMINUM) o l 1Ka- �asr ar. c.f•gL EMBEDMENT EMBEDMENT F)CLARIFIED DETAILS,ADDED 114"MAX.SHIM 1/4'MAX SHIM 1/4'MAX.SHIM " ALUMINUM.-JR-04/10/17 —T EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE yJ o STAGGERED STAGGERED STAGGERED �n (n ANCHORS ANCHORS SEE TABLE ANCHORS }r o aloe O A,SHEET 1 00 a z IH O J r> a (n 0 ZLL� _ W 2X WOOD 1X WOOD SEE TABLE U L o 0 a try �a BUCK,NOTE 1 BUCK,NOTE 1 A,SHEET 1 O LU ur°'p oN ��r � J SMO DOOR JAMB(WOOD) DOOR JAMB(CONC) DOOR JAMB(ALUMINUM) o z v $ W ad U) O J It SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 ® ,� 00 W ng 333fNiii = 0 F 1/4'MAX.SHIM 1/4"MAX. 1/4"MAX.SHIM = U J 2 D W H alp s .w,r :,; F :;+:;,::.:, SEE TABLE u Er (D SEE TABLE in O LL Z J A,SHEET 1 A,SHEET 1 r EMBEDMENT IxEMBEDMENT O Z) O 0' 0 2X WOOD -EDGE DISTANCE Iaptnsap sa!ias EDGE DISTANCE BUCK,NOTE 1 EDGE DISTANCE DOOR SILL(CONC) ••• ••• • • •0 • • •• �.``�pNY LYNN(��''% DOOR SILL(WOOD) • D�R•q-I�LI • • w • • • • • • No.56705 1.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 OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). ��?) :� 2.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT(3350 P$1 MIM.),(DONE BY OTIiERS)MIASTiFUbLY6UPPORT THE ENTIRE C� ''•�<ORIDA.•' ��'�\ LENGTH OF THE SILL THT IS NOT TGHT TO THE AND WOOD SUBSTRATEAOR AS APPIROVED BY THE AUT AUTHORITY HAVING JURISDICT ONLOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,:QtRFEL:.AP;R M.WASI:C IS jlEQVIRE jB�YWEEN THE GROUT ''S;S�ONAL • • ••• • TE4jIbR INTERIOR 3.TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. (ALL HEAD&SILL SECTIONS) A.LYNN MILLER•P.E. P.E.#58705 ••• • • • • ••• • • ••• • • • ••• • • a , a SEE TABLE EDGE DISTANCE 2X WOOD EDGE DISTANCE A,SHEET 1 EDGE DISTANCE BUCK,NOTE 1 EMBEDMENT SEE TABLE A,SHEETI EMBEDMENT o o' 1X WOOD 1/4"MAX.SHIM 1/4"MAX.SHIM BUCK, NOTE1 1/4"MAX.SHIM SEE TABLE SEE TABLE SEE TABLE PRO"C t REVIBIIIIIIIII erxCo 11'II�14fIU1Yl1 A,SHEET 1 q,SHEET 1 A,SHEET 1 WWnR QOM Ax1µ•eer No I?-0 yb .Di 6cpf(�ir Yale 2622 SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) SIDE LITE HEAD(ALUMINUM) "tw epk*ffmadcmard� SEE TABLE c F)CLARIFIED DETAILS,ADDED EMBEDMENT EMBEDMENTA,SHEETI 'O ALUMINUM.-JR-04/10117 1/4"MAX.SHIM 1l4'MAX.SHIM 114"MAX.SHIM SEE TABLE EDGE DISTANCE EDGE DISTANCE A,SHEET 1 EDGE DISTANCE > 16 o to gay SEE TABLE a O SEE TABLE ^ IW O O A,SHEET 1 A,SHEET 1 O N z y a v1 SEE TABLE j v1 C A.SHEET 1 O_j p n�' W Z " �s J -� R" 2X WOOD U U p ®a BUCK,NOTE 1 IX WOOD BUCK,NOTE 1 ••• Z u.oO SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) SIDE LITE JAMB(ALUMINUM) ' a W u) 0 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 °'B ~ Ln W ® Q 1aav5 Lli 1/4"MAX.SHIM 114"MAX.SHIM F U N Z 1X WOOD W Z along BUCK,NOTE 1 114"MAX.SHIM a LL SEE TABLE 0: LLJ O LL H J A,SHEET 1 W O EMBEDMENT SEE TABLE A,SHEET 1 -1 < EMBEDMENT Qu. W O EDGE DISTANCE —'Wo' - _ i ap1 �sa0 saua BUCK NOTE 1 ••� EDGE DISTANCE •• • EDGE DISTANCE • \\ ` I LY/V SIDE LITE SILL(WOOD) SIDE LITE SILL(GONG) : ��t •IT IL�.k-CAINUM) �����1'�'�;cENs•MQ • •• • • • • ••• • Q�.•'' F ''•�F •• ••• •• • • • •• ;*: No.58705 1.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 OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). : �` ilhR �� 2.IF SILL IS TIGHT-TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT(3350o'tl I� 41f(DONE%J OWS)MW :UI_S SUPPORT THE ENTIRE :0 ..0 �..Fr pRIDP.••'�\- - LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,60#4FELlWAPER OR MAS-RC IS REQUIRED1132 WEEN THE GROUT '%S'S '•.. • G AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ••• :• • •: :• • • • • �'i�l0NAL I,?\`` • • ••• • < i IF It•FJbR INTERIORr-'> 3.TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. (ALL HEAD&SILL SECTIONS) A LYNN p E.#ILLER P.E. OS ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • MIAMF MIAMI-DADE COUNTY,FLORIDA ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lawson Industries,Inca 1-i8501 NW 90'Street.`J r Medley,FL 33166 SCOPE: J This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(ABI4, This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product*Contre�••.. Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County;reserve tie;ight to • have this product or material tested for quality assurance purposes. If this product or maf&f4*Ails to pttfdlin in tiie•••• . accepted manner, the manufacturer will incur the expense of such testing and the AHJ IAAImmediately revokD....; modify, or suspend the use of such product or material within their jurisdiction. RER teservas the;glat la revolte this acceptance, if it is determined by Miami—Dade County Product Control Section that tk��Vroduct or�mate tial fai� • to meet the requirements of the applicable building code. 00 • ... .. .. . ...... This product is approved as described herein, and has been designed to comply with 1"Fjprida Building Code, .• including the High Velocity Hurricane Zone. : ' : ....;. DESCRIPTION: Series"La Porte" 8'-0'.' Outswing Glazed Aluminum French Doors.LX.I-• APPROVAL DOCUMENT: Drawing No. FD-2003 Rev G, titled "La Porte—Impact French Out *vrrg Door;', sheets 01 through 06 of 06,prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos,P. E.,bearing the Miami—Dade County.Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and'Small Missile Impact Resistant Limitations: 1. See Design Pressure(DP)charts VS door sizes and glazing in sheet 2. See lock option VS DP in sheet 3. 2. See glazing details in sheet 5. For the glazing detail#2(The 1/8 temp lite is oriented at exterior side in insulated laminated glass make-up). 3. Applicable door egress requirement to be reviewed by Building official LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. :ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0908.07 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No.17-1212.091 MIAMI RADE COUNTY ` Expiration Date: June 05,2018 Approval Date: February 01,2018 vt `" '� Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD--2003, titled "La Porte--Impact French Out—Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revisidit-1c", dated 04/15/15, signed and sealed by Thomas J. Sotos,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 2043' • •• ..... along with marked-up drawings and installation diagram of aluminn•ftswing fh doer,••• prepared by Hurricane Engineering& Testing, Inc.,Test Reports NV IXTI-1:143201, issuttr on 01/06/2011 signed and sealed by Candido F. Font P. E. ••• • . . . . ...... (Submitted under NOA No. 11-0202.03) '••••• 2. Test reports on: 1) Uniform Static Air Pressure Test,per FBC, TAS•34244 91..9.6 ••': 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 Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623; HETI-09-2645, HETI-09 2624 and HETI49-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 3. 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 2411 3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HET144-1896 A, HETI44-1896 B and HETI44-1377,issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: l)Tensile Test,per FBC,ASTM E-8 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering &_Testing, Inc., Test Reports No. HETI-02—TO95 and HET142—T090, issued on 01/13/03,both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05,2018 Approval Date: February 01,2018 E-1 S Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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 2411 3.2.1, TAS 202-94 .... along with marked—up drawings and installation diagram of aluminum Q%swingiltmch doer,••;• prepared by Hurricane Engineering & Testing, Inc., Test Reports • N .'s HTTL-Q--1253, HETI42-1726, HETI42-1728, HETI-02-1736, IItTJ D'4742;•I&TI-01-0••• 1763 and HETI42-1765, issued on 01/14/2003, all signed and se"by Rafael.E. Drox'••• ... Seda,P. E. .... 000 ..... (Submitted under NOA No. 03-0219.01) •••••• ••• ••••• .. .. .. . ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC,prd�3�by the ••, manufacturer, dated 12/12/02 with the latest revised dated 07/02/10 •signed axd•a haled by•' Thomas J. Sotos, P. E. •• • (Submitted under NOA No.]0-0-128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 issued to Kuraray America,Inc. for their"Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 144916.11 issued to Kuraray America,Inc.for their"Kuraray SentryGlas®Interlayer",expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to,no financial interest and compliance with the FBC 5th Edition (2014),dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC- 2010 and AAMA 101/I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.23) shaq I.Chanda,P.E. Product Control Examiner NOA No.17-1212.09 Expiration Date: June 05,2018 Approval Date: February 01,2018 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) ,-2. Proposal issued by Product Control,dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. I1-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering&Testing,Inc.,dated 01/06/11, signed and sealed by Candido F. Font,P. E. (Submitted under NOA No. I1-0202.03) •••• 4. Proposal issued by Product Control, dated 03/26/09, signed by RenzD Ngriso. •••• 0000:0 (Submitted under NOA No.10-0128.04) ' 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2 „,, �tMTI4y- 2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering&Testing, W., dated 10/22/09, signed and sealed by Candido F. Font, P. E. 0000* :00000 ..... (Submitted under NOA No.]0-0128.04) 00:00: • ••• 99:066 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1$91;. HETI l04=1896'A,' HETI-04-1896B, HETI44-1377, HETI42-T095, HETI-O�TT69Q, HETI p2-12jj,0:: HETI42-1726, HETI42-1728, HETI42-1736, HETI424742,.HETI-M2. 1763 and HETI42-1765, issued by Hurricane Engineering & Testing, fflo.,* dated O1d14/03 XT 03/08/04, all signed and sealed by Rafael E.Droz-Sella, P. E. •• • (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors-L.M.I.", approved on 06/06/13 and expiring on 06/05/18. - 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD-2003 Rev G,titled"La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 and last revised on Nov 21,2017, signed and sealed by Thomas J. Sotos,P. E. Note: This revision consist of editorial changes of FBC 17 (6t'Edition) code compliance and update of glazing interlayer. B. Test 1. None. ' C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RE] Isbaq I.Chanda,P.E. Product Control Examiner NOA No.17-1212.04 Expiration Date: June 05,2018 Approval Date: February 01,2018 E-3 r' r T k Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours)for the "Sentry Glass ® clear&white interlayer", expiring on 07/04/18. 2. Notice of Acc6ptance No. 16-1117.01 issued to Kuraray America., Inc. for their"Trosifol Ultraclear,Clear and Color PVB Glass Interlayers", expiring on 07/08/19. •••• . . .... ...... F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61b Edition) and"No fina9p*pjil,ipterest �4ated 11/17/17,prepared by the manufacturer, signed and sealed by Thomas J. SPIQs,P.E. :••••; • •....• .... . ..... G. OTHER •••••• 0:-• 0.*-::• 1. This NOA revises# 14-0908.07, expiring 06/05/18. . . . . ...... haq I.Chanda,P.E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05,2018 Approval Date: February 01,2018 E-4 a IMPACT FRENCH OUT-SWING DOOR HILL OF MATERIALS 145 1/2'Max Unit Width 1789 N DRw'G PART/ REQD. DESCRIPTION RBYARX9 Sidet1te 8a�ma anchor wpaalnN Swing Panrl WWth a•win Panel Width A 1 L-901 LII-098 I FRAME HEAD 6063-T6 ALUMINUM ( 33 13/16" max. ) A ( 35 3/16' max. 2 L-902 LII-097 1 FRAME SILL 6063-T6 ALUMINUM ) 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 5' 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-TS ALUMINUM 7 5 L-906 LTI-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM N19' SEE ALTERNATE BOLT 6 L-907 LII-091 1 x panel HINGE STILE 6063-T6 ALUMINUM OP 2S' N6AT SHEET/ \ Max. D' Width- 7 L-905 LI 094 1 x panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 LII-095 T-panet TOP 6 BOTTOM RAIL ADAPTER 6063-TS ALUMINUM / \ 9 L-911 LII-085 AS REO'A 1/4 ROUND ALUM HEAD- 7/16' 6063-75 ALUMINUM C2 10 L-912 LII-087 AS REG'D 1/4 ROUND ALUM DEAL- 3/8' 6063-T5 ALUMINUM 11 FD-624-2 L-9D8 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VWS-001 TP 32B6 AS ROOT. Bulb Vinyl Wts'prTeam Plastics, Inc.See Material Conposltlon at Sheet 6 r t'N t' / 13 PWS-001 AS RED➢. VTS'P.N TOP/BUTT.RAILS Schlegel FS-.187'r.X.210'h. q� aS Active Inactive m= ,�,; 14 PWS-002 • AS REOD. WTS'P.B FRAME HEAD 6 JAMB Schlegel PB-JB7'w.X.330% e'c e o = -.13 15 L-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM \ c 19 2 2l nerd/malt 0D Q a 16. FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-TS ALUMINUM j 3 a f� Sidelite x �� 17 FD-031 LII-(186 AS RECD. GLAZING ADAPTER 6063-76 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT C9 TOP 6 BOTTOM OF LOCK STILE) ° ° ,rp 19 FD-621-2 HC-024/025 1 SET DOOR LOCK/DEAD BOLT SET KWIKSET -Series 6907 COMBO 40 20 FD-621-2 HC-024/025 1 SET DOOR LOCK/DEAD BOLT SET SCHLAGE -Series FB350 COMBO s 1� \ Sidelite 21 FD-621-2 HC-024/025 1 SET DOOR LOCK/ DEAD HOLT SET DEFIANT -Series 831 COMBO 9 I'LTOM 22 r FS-035 AS REWD. Fran.Install,Screw- Head (So.Notes at sheet 4 of 6) H 2 $ TE BOLT 1 3 .Z IRA, AT SHEET 23 • FS-035 AS REO'D. Frame lnstoU.Screw- Jnnb/Sell (Se.Notes at sheet 4 of 6) ____ ____ __ ____ _______ rT_ --------- 24 -- ---24 FS-026 8 FRAME ASSEMBLY SCREW X12 X 3/4'PH.-PHI. tattem _1 25 FS-012 AS REO'D. JAMB ADAPTER SCREW N10 X 3/4'P.M-PHI. hfq°7 5 e' 5' 26 FD-634 LII-171 AS REO'A 1/4 ROUND ALUM BEAD- I1/16' 6063-75 ALUMINUM 6' 6' 6• ri/ T 27 • FS-043 8 GLAZING ADAPT.ATTACH. SCREW NB%1 1/4'FH.-PHI. ANCHOR NOTES: 5�/4 nnx/o.c. 1/ I/4/4l2 3/4' 4 /2 4 1/2' 14 1/8' 4 3 3/4' 28 ■ FS-049 2/Panel Double Roll Assembly Screw 3/8•x2 1/4'Hex Screw 6 Nut 1. SEE ELEVATION AT SHEET-1 OF 6 FOR Cnt sldellte) (n 3/4 o p°' 1/ (nnx ANCHOR O.C. MAX. SPACING AND LOCATIONS. act aneU Innc+ive aneU NOTE: 29 ■ • AS REG'Ds NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 P P 2. SEE SHEET 4 OF G FOR INSTALLATION gte anchor 30 ■ ■ AS REG'D. NEUTRAL CURE SILICONE Dow Corning 899 FASTENERS TYPES. at frame bend& & 31 ■ AS REO'D. NEUTRAL CURE SILICONE Trenco S-500 3. SAME ANCHOR SPACING® FRAME HEAD & SILL. "OXXO" EXTERIOR ELEVATION 32 • AS REWD. Laminated Glass see Pg.5 Dupont-Sentry Glass Plus NOTES. 33 ■ ■ AS REGD. Laminated Glass see Pg. 5 Dupont-PVB 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). NOTES' 34 ■ AS REGIA Lanlnated Glass see Pg. 5 Soft'.-PVB 2)• QUALIFIES UNITS WITH AND WITHOUT SIDELITES 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014-5th EDITION & ■ S). MAX FRAME SIZE 145 1/2"w. Y 95 3/4"h. OXXO 2017 - 6th EDITION). 35 ■ HC-002 2/Panel PANEL ASSY ALUM.PLATE 1 1/2'x 2'x 1/8'(6063-T5 ALUM) 4), EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SIICONE. 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF FBC CODE. 36 HC-004 2/PoneL Panel Ass'y Full Lenght Rod 3/8'3a.-20D Rod,Plate,Flange Nat 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ FS-011 8 HINGE ATTACHMENT SCREW M10 X 3/4'P.M /PHI. 6). MAX. DAYIITE OPENING WIDTH = 25" TRANSFER LOAD TO THE STRUCTURE &TO BE REVIEWED BY BUILDING OFFICIAL. 38 • FS-044 l2 SIDELITE ATTACHMENT SCREW NSO%1'PH/PHIL.-<17'DC Max.) 7)' MAX' DAYLITE OPENING HEIGHT= 83 1/8" 4).ANCHORS SHALL BE AS LISTED,AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET 108 FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 2PPO50BG1 6/Jamb I/2'Dim.Hole Plug-Nylon 6-6 MICROPLASTICS-Rockwell M-79 9).ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-007 2PP087EC11 2/Panel 7/8'Dla.Hole Plug-Nylon 6-6 MICROPLASTICS -Rockwell M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 41 ■ HC-010 1/BOLT FLUSH BOLT Sol Plug-Nylon 6-6 SUNCOPLASTICS Inc.Rockwell M-79 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS - 42 L-913 LII-086 AS REO'D, 1/2 ROUND FALSE ALUM.MUNTIN 6063-T5 ALINONUX FAODUCrYEY16ED ARE NOT PART OF THIS APPROVAL 43 • ■ AS RE01D. INT FALSE APPLIED MUNTIN 125'X.022' STOCK ALUMINUM uaa..pbtgwith theFln4i11 LIMITATIONS: -4' tp AA Nae No 1?^/Zf2•d5 1). MAX. DP - N PAF W/ (4) Surface Bolts & Glass Types A, B. C & D. 44 L-915 FD-623 AS RE0'D. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM ^g (SEE LOCATION DETAILS ® SHEET 3 OF 6) 45 L-916 LII-117 AS REOD. FRAME LOW SILL-OPTIONAL 6063-T5 ALUMINUM -'-r-.-dr'0ri02). VX.PP -OV6 PSF W/2-Point Lock (active)+ (2) Surface Bolts at Inactive Al . IM%.NDP N. t76 PSF W Flat Sill & must be used where water infiltration is 46 FD-635 HC-050 1 TWO-POINT FLUSHBlLT LOCK OPTIONAL(FOR-/- 76.0 psf DP) THO J. 30T03 6s w �14ti / PROFE39IONA1 ENGDMBR mud P C • • INDt i•quiNed or opening is protected by overhang ratio greater than one. 47 FD-626 F➢-626-1 2/Panel PLUSH BOLT GUIDE ALUM.ANGLE 1 1/2'x 1 1/2'x t/8'Alum.6063-TS FL LIC.�55225 �• '� • y/. IMM*.NDP -•t86 PSF W/ Multi-Point Lock (1-active)+(1-passive) at Inactive 48 FD-627 FD-627-1 2/Panel 2-Paint Lock Bolt Guide ANGLE 3'x 3'x 1 1/2'x 1/e'Alun.6063-T5Revisio.- 50 F➢R638 HC-49 AI SEDT D. Joint Sealant-LOCK ACTIVE HANDLEe6Colored 'Purvis TRINSE7 ASHLAND CNW520�A-A er Seat— a'G ty}g' �O rr' g�aw�la�to�co®epOli.�FBMW&a ded •®�•• �/j��/j �®�1 /]]��\/T 8501 NW 90th St. 7V F sf r / / LA r r !�J ®1 C MEDLEY, FLORIDA 33166 51 FD-637 HC- 1 SET MULTI-POINT LOCK ACTIVE ASHLAND NW51ID-STACTS L Ashland Yult-Point Lock 01/27/11 INDUSTR S. INC. (305) 696-6660 i 52 FD�640 HC- 1 SET LOCK PASSIVE HANDLE L TRIMSET ASHLAND NW520IA-P O ;*r Reda°aNtn oqVli w/2010,+BC ••• • A0777RrR OF QUALITY ALUYlWUY RN➢OIS AND GLASS DOORS 53 FD-639 HC- 1 SET_ MULTI POINT LOCK PASSIVE ASHLAND MW5110-STPgS4 = Rewl�d com•ly w/20y 1?'L�C- "• a.w.•4rry rr,•crawa 11wN ery�„ sr.bVWwwb IA,rw sA«t j �= IteHid OOm*1y w/20y FBC • MO�•APPROVA • NPACT FRENCH DOOR 1 OF 6 54 FD-641 HC- 2 x panel Muttl-Point Lock Bolt Guide NYLON 6-6 Rockwell M scale 79 A E OF ��. 'n4i` > • • • • •Nel.•D•e1b:a 4N1/OWW La Pori ll Impact" French Out-Swim Door 55 a FS- 4/Guide Bolt Guide Attachment Fastener M6 x 1/2' P.H./PHIL. to` P 56 FD-642 HC- 1 x Lock Lock Top Mount Adapter NYLON ADAPTER CPQ•\�\� a"P"'�` • • ww.*v ••• • I p it,,l ' � sw\ 1 w Nelson Era:o OI/20/12 57 FD-643 HC- 1 x Lock Lock Bottom Mount Adapter NYLON ADAPTER lt�1 4 f t •r*t`.•�i �� xy �: �� T ` e i DATE___.— n.t.a. FD-2003 G • • • • • • • • • • ••• • • • 000 0 0 110 7/8'Max Unit Width 73 5/16'Max Unit width 74 1/2.'Max Unit Width 38 5/8'Max 38 5/8'Max SEE ALTERNATE B T SEE ALTERNATE T Unit Width Unit Width Swing �OPOONS AT SHEET Swin OPTIONS AT SH SldpNtp SEE ALTERNATE BOLT SEE ALTERNATE LT Ponel Wltlih 3 of a Panel9Width 3 of 6 Panel Width A 3P i085 AT SHEkT 3PTIOBS AT SHE C 35 3/I6" nnx•�- V 35 3/16' nax. A t 33 13/16' mnx. ) N N II-_ IIA I Mnx.,2DL id II I Max.2S Widt II i N IIA i N II 1 Y D II I II aJ FII I g II \ F C I! j D I I 00 2 ffP II II XA II II H =o I II Inactive I mg I II G =x II II G �w x II ve s \s as Active II 11 Acj(ve <Y of Active v+ as' FT1SGd %�� 6 %/ j E �"s /%/ DOUBLE u1r vT= II I� I II R� ® �E I� I II ( AL ' �A�L®PII- - - \ SEE ALTERNATE BOLT SEE ALTERNATE BOLT \ SEE ALTERNATE BOLT \ SEE ALTERNATE BOLT 3Pf�0I85 AT SHEET OPTIONS AT SHEET OOPTTIIONNS AT SHEET �PTI08 AT SHEET "0X0" ELEVATION "XX" ELEVATION" "OX" ELEVATION "X" ELEVATION a "0" ELEVATION 145 1/2'Max Unit Width SEE ALTERNATE BOLT APPROVED CONFIGURATIONS OPTIONS AT SHEET Siderite 3 oT 6 $wing Pnnel width Panes Width NOTES: "IaPotta"DBACT FRENCH OTIi•SITINC DOOR- DESIGN LOAD CHART( 33 13/16' max. ) ( 35 3/16' max. 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION _ (PSF ) A PAN& HT NUl®� DP PIlEH. a DP VIEWED FROM THE EXTERIOR SIDE. amu'SMOF cLAS3 TYPIC ACID SIS cress Goss clAgs 2. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE ONCIM) ANCOBF0 S•A•k•IC" (DI0�3) TYPIC'B•TYPIC •C•TYPIC•D• rn 3.PANEALSRE�EAIAI.VAaBLLABLE WRHOSN GLE BOTTOM RAIL VWM• KMET• /1'B +/-(PBT) 1Tm771• +/-(PSP)+/-(P31')+/-(PSP) t 25 OR DOUBLE BOTTOM RAILS. 111/4' 5 +86.0 11 3/16' _+76.0 _+76.0 ±76.0 iu II II Max.DL 3 Width 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. 16 1/4' S +86.0 17 3/16' +76.0 +76.0 x76.0 m J C I D II E II \ D II © 22 1/4' 7 L 7 5 *86.0 23 3/16' ±76.0 ±76.0 ±76.0 a ! i 28 1/4 •(5) 5 ±86.0 29 3/16' +76.0 +76.0 _+76.0 1/4' -5 � 286.0 ` 31 3/16' ±76.0 ±76.0 576.0 aSm 34 1/4' 5 +86.0 35 3/16' +76.0 ±76.0 ±76.0 m x a S II II I .�. 10 1/4' 6 +86.0 11 3/16' ±76:0 +76:0 +76.0 P110KCt gram o d x II II II II Cttve do II Qi'( 16 1/4' 6 +86.0 17 3/16' +76,0 +76.0 +76.0 a Y R Active II (-• "GO& 22 1/4' 93' 6 +B6.0 23 3/16' ±76.0 +76.0 +76.0 M � • j Aaropkuee No -ZI •OS 28 1/4' a(b) 6 *86.0 29 3/16' x76.0 x76.0 x76.0 /j ICapirpya OGh •• / RAIL r 30 1/4' 6 +86.0 31 3/16' +76.0 / B �hla d x II_ II ] II ® Com- : 34 1/4' 6 +86.0 35 3/16' +76.0 E • ERAS ANEL MUST MEET APPLICABLE REQUIREMENTS PER BUILDING CODE. II II THOIfA3 1. 8 S • • • • • • •• PA:NTHESIS INDICATES;OF ANCHORS AT FRAME JAMB. e B PROFffiSiONAL KINGDOM • • •• • • • • '\' - -- -- -- -- - - -- -- -TE- PL /65225 • •• • • • • ••• • tT.. �� ,B/'/ ® ®1®./ 8501 NW 90th St. Revised to comply w/RBC2007 k added 111` L ®9 I`J 'N ••SF•.• ± insulated Glau 01/22/10 MEDLEY, FLORIDA 33166 SEE ALTERNATE BOLT Asklaad ltult-Pofat Look OL/27/IL I S ZES INC. (305) 696-8660 OPTIONS AT SHEET " 3 o/6 •••,* R-A,to-WWII w/2010•FBC 990 ICTURSR OP QUALITY IZUYLWN IFLNDOPS IND"ASS DOORS "OXXO"-ELEVATION a RevlFd 1p oo�piy w/2044 FyC- • s.•cva� •Mow L+.s cw...r s..w/Der.r n... • ` Hevl�d b coyly w/2047 PBC • NO,`AP/ROV • BIPACT ERENCH DOOR 2 OF 6 ANCHOR NOTES: '! LiJ A..t..t it sw cA„wc , • • " 1. SEE ELEVATION AT SHEET 1 OF 6 FOR 9• A �F (V` • •Nab•q$ezo •il/Olay 'La Pprt� Impact" French Out-Swing Door ANCHOR O.C. MAX. SPACING AND LOCATIONS. P,Q� •A: P,:•�Z� s.�a.e�: • • s•N s,.••. ••• • 2. SEE SHEET 4 OF 6 FOR INSTALLATION \� ( �� NebE---o-gzo 01/20/12 FASTENERS TYPES. �I �,�' s..le P.Lb.s•.Mw6rr. rAa••aw x.ea..: Rw4.Loa t.v.c DA �° P FD-2003 G .. 1! 5/16'TAPCON W/ 1 1/2' MIN EMBED. 5/16' TAPCON W/ (SEE PATES BELOW FOR SPACING) 2 x(P,T.)WOOD BUCK r 1 1/2'MIN EMBED. INTERIOR SIDE I x(P.T.)WOOD BUCK SEE ELEVATION AT 1/4'MAX.SHIM TYP. CSEE NOTE 3, SHEET 1) SHEET 1 OF 6 FOR SPACING 3 4 3 LOCK STILE 3 4 3 ` - :'+' JAMB MULLION 19 20 21 15 16 MULLION JAMB 38 6 6 46 17 38 Active 7 7 Inactive 6 12 12 6 17 6 38 27 33 Sidelite 39 36 17 Sidelite 12 1 1/4'MENEDGE DI ;TYP ••` 1 1/4' Minds n )' DL❑ Width 18 Edge Distance ~ F Panel Width 14 11 27 17 12 9 10 14 9 10 14 I MB O O EXTERIOR SIDE 11 7� ry� MAX 4SHIM MIN EMBED. TYP 110mo. UNIT WIDTH MIN EMBED (TYP) 18 46 ' ANCHOR NOTES: Active �oR smE INTERIOR sID¢ 1. ANCHOR OC MAX.SPACING OF LOCATIONS. Inactive Active Inactive le it 10 18 2. SEE SHEET 4 OF 6 FOR INSTALLATION ® i I /�/ j�/ FASTENERS TYPES. 18 3 DUCERiVtM / PJOTWOR SmE / EXTERIOR SIDE / \ P�aE w1N 14 FYIOte; 1 1 I I Active Inactive EC.6 E3 _ 17 J E4 L®J 1e 2 3 OPTIONAL BOLT ® TOP RAII au�-J� 5 OH SIDE INTERIOR�E LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO-POINT LOCK ¢ rroy y y 5 & FLUSH BOLT 6' L Active Inactive two-point u INAT D GL SS loc 3 13 45 32 33 34 12 1/plghtl�(( He OPTIONAL SILL I77 5 I ,,�:' �' `41 j' MINS EMBED. INTO 28 INTERIOR SIDE t6 3500 PSI CONC. (TYP.) EXTERIOR SIDE t 8 OPTIONAL BOLT ® BOTTOM RAIL 1 l 2•MIND EMBED. W/ i t/4- C SEE DETAIL E3 FOR MOUNTING LOCATION (MIN.EDGE DIST.) 23 TWO-POINT MULTI-POINT - 5 36 FLUSH BOLT & �) FLAT SQJ. NOTE: 2 MAX. DP-f76 PSF MAX.DP- i66 PSF TWO-POINT LOCK LIMITATIONS: DOORS&SIDELITES WITH THIS SILL TO BE 95 1/4'MAX.FRAME HEIGHT, 13 12 OPTIONAL LOCK DETAILS 1)• MAX. DP = 186 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psf DESIGN LOAD AND Sl�f�ce�� &•GI.�Types A,�, C. ,NST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 22 - ). MAX. DP*- t76•PSF•W/•2-Woir6 • E%TERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF 2' THOMAS 30 OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL Sill PRO OYESB Oak (aotive:+(2)43&fan! BAts® khct�e WHERE THE DOOR IS LOCATED. SILL Height ewe f.SI • • • • • • ••• .�. • ��-,Q` y. r a� RevLloa•Itjgtes:••• •• • • •• F •,tJ1�e Revlaed to comply w/PBC2007 k added SON 8501 NW 90th St. insulated Giese 01/22/10 MEDLEY, FLORIDA 33166 1 }:•MIN EMBED, �•�•• INTO SM5 ^ 3500 PSI CONC. (TYP.) _ S• * Aehlaad Malt-Point Lock 01/27/11 INDUSTRIES I C. (305) 696-8660 '• -R�4 Ret�to eWig w/2010•PBC 99410 OPICTURER OF QUAUTr ALUMINUM ILVDO/S AND Of1S8 DOORS.. 1 1/4' 1 1/2•ELCOEMHED[BI V/ C� •Q Z R1v1>rd COMVIy w/2044�(,' • AH a1.t •�.•LLr: hv[CWW+ 3wtnAro4C lfm slwt (MM.EDGE DIST.) (SEE;MIN 1 OF 6 TE OF •��` Revlyd V.-Wyly w/2067 FBC • N04b APPROV eIPAOT FRENCH DOOR 3 Or 6 FOR LOCATION AND SPACINDQ':•'l`e 1r: Nela ty$ras0 ql/ "JIP;rl:er' Impact" French Out-Swing Door Aye Oar-)� • Ab Dash ••• • B2 OPTIONAL - DOUBLE BOTTOM ..,aN- t• n::-• <�' NeL•oa Rr"o rpt/20/12 R� RAIL DETAIL DATE_- _ -C L01 a.te. ft..° a FO-2003 zw f.w G • • • • • • • • • • ••• • • • ••• • • t ......._....._. SEDELITE ATTACHMENT DnHlLE GROVE SIDE OR • / ffAn u 1/4 SCREv4 e3z "— s1°E ` INTERIOR SIDE GLAZING TYPE & DESCRIPTIONS ... RIO x r MH✓Mna, 17 GlazingAdapter Ass3Mxr Soays eze DROEXEn NG O P 1 5/sGlazing Depth .466" 0 A Laminated Glass b ItPont - Glass T e "A" #2'v Pkm Silicone 29 30 31 ITE11 DBSL�770N DETID. 32 VEATERSTRIP FACE IP --_ CauDdag / . � 1 3/16'Amealed v . . — / \, , 2 A90'SenLryGlass Interlaye A ..................... � - - _ 1._..3.ty1� 3 3/16'Annealed l a4aD• Lnmineted Glass - - - -' Types 'A", B"or'C" .340' 0 A Laminated Glass b Du ant- Glass T e "B" SiLL AwPTER� ... INTERIOR BOOR�AHIa by: (see below) � TTgy DESCRiPI'ION DETAB. � 33 N OITERim SIE CSCE TABLE W/CORRESPONDING t 1/8'Annenletl SIDELITE/JAMB ATTACHMENT DETAIL GLAZING TYPE L DESCRIPTION) FRAME ASSEMBLY DETAIL 1/4 Round 2 .D90-TROSIFOL PVB Interta er — ' 3 3 34 Band g 10 �(D SITE) _ ACCESS HER. EXTERIOR SIDE 3 t/a'Annenlea SHOWN a .340 0 A Laminated Glass b Solutia.- Glass e C ° GLAZING DETAIL #1 Sll,L SEALANT DETAIL TT81[ DRBCB8110N � ` Dsrea 34 NOTE:HEADER TO E SEALED SIMILAR TO SILL LER DOOR 1 1/8'Heat-Strengthened Glass 1 IaR STILE 'A' - SENTRYGLASS byi Kuraray America, Inc. LEFT oFF 'B' - TRDSIFOL PVB by:Kuraray America, Inc. 2 ,D9M Saflex PVB InteMa Mm ACHIEVE INTERNE 'C' - SAFLEX PVB by: Eastman Chemical Co. 3 1/8'Heat-Strengthened anss T aaMP THREADED ROD are' DIA INTERIOR SIDE HINGE ATTACH4IENT 10 Glazing Adapter Gln SBcone GLAZING TYPE & DESCRIPTIONS DEPTH LUG— 410.3 NT 5/IS"laminated Guns sre 9 30 3T ,340 0 A Laminated Glass b Solutla - Glass e D uo.3a•PHL/m11L Types 'D"or "E" 33 34 Gl Depth HINGE ATTACHMENT by (sea below) IT'B13 DEscB>PnoN DETAIL DETAILS ACCESS NDE / (SEE TABLE V/CORRESPONDING - 27 1 I/8'Heat-Strengthened Glass O 2 .WO'SaNx PVB Interlayer 31111 a LOWER GLAZING TYPE a DESCRIPTION IJ11 �-PUNCHED LER HHID H01GE LEW TO DOOR STILE -__ it�tttl j� 3 1/8'Heat-Strengths d Glass o / 1/4•Insulated 4 1/4'INSULATED AIR SPACE yTy Air Space w 3'1 l I / P / 5 1/8'TEIPERED GLASS t �V 3/B•Temp.Glnae STELE BOTTOM .340 0 A Laminated Glass b Solutia - Glass e E HENGE ATTACHMENT NEE NUT INSULATED SPACER-T—Seal'- Glazing Bead saxes eL Arm WASHER Dura Seal Selggle Spacer 28 11'811 DD9CRE TION DETAIL 1 1 NlD x 3/1• 111111pa lacH-1/4'Air Sce PANEL ASSEMBLY DETAIL PtNo.812-25H-357 . EXTERIOR 1 1/8'Heat-St PNJPMIL re pthened Gtnss 2 .090'Sentr Glass Interin la — GLAZING DETAIL #23 1/B'Hent-Strengthened Glnss ACCESS HOLE COVER�0 0' 'D' - SAFLEX PVB by, Eastman Chemical Co. 4 1/4'INSULATED AIR SPACE yTa, fiOTTUI LEST.Ave 'E' - SENTRYGLASS by: Kuraray America, Inc. 5 1/8'TEMPERED GLASS 34 RH:TE xnDN cxa rLw 414 SMS OR SELF DRILLING SCREWS 014 SMS 1R SELF DRILLING SCREWS snvMATw1EIs sTc(L AM � INTO METAL STRUCTURE INTO METALSTRUCTURE (SEE NOTES FOR SPACING) (SEE NOTES FOR SPACING) _ 1. �I---0125 THK.NIH. F�EDGE , ---Irl2 GA MIN. , -itkS*` *-{NIH E➢GE DIST. I 0.125 TS MIN) DISTI (fy= 36 KSI MIN.)ALUMINIBM TUBE MLILDIN STEEL TUBE OR COLLPN REFER TOgPPROVED (STEEL IN CONTACT V/ALUM, AeatpueeNoI3 PndM err b MIAMI-DADE NOA 4Ta BE PLATED OR PAINTED)Meth TNdmees WI TrYdMrree L ,L 1/4'MAX.SHIM TYP. 1/4'MAXT SHIM TYP. T" � P7ar4rat C4a1w8 x,eE ..may ma ice•L�c nae�0 ° f Nv H¢Yt]) 1 1/4'MIN 5/16'ELCO TAPCON W/ - --- - - •• EDGE➢IST. 1 1/4'MIN EDGE DIST. 1 1/2'MIN EMBED. 5/16' TAPCON W/ r I TYP TRO J. SOTOS I I HINGR L'AL 9 DWAI: TYP 1 1/2' MIN EMBED.INTO CONC. (SEE NDTES FOR SPACING) PROFESSED N ENGINEER (SEE NOTES FOR SPACING) PL C. 55225 • � 412 • • ••• • (CON4 TO HE 3 KSI MIN.) 2 x (P.T.) BUCK 1 1/2 1 1/2' (SEE DEW013N.NOTE 03> A'` �FeF/', Revirio��otea:•f• •• • • •,t� WS j�T (MIN. (MIN.EMBED �® C,v- ,'OT 1 InamReVisedt to comply w/FBC2007 k added /E S/®/ ®� 8501 NW 90th St. 0 Insulated Glue 01/Z2/10 111�����111 44" / •••.• MEDLEY, FLORIDA 33166 Ashland 11u1t-Point Lock 01/27/11 N U (305) 696-8660 ]/,4'MAX.SHIM TYP. 1/4'MAX.SHIM TYP, ••;* Revle(�to 1*4*w/2019,FBC•f• • ICTURRR OF QUALITY AUWNUM PZNPOWS AND GLASS DOORS- - - Re bed to cooply w/2!114 FBC • Drs Dnt' • PM— r tes•/av pNa/rad.D rrxxa sine • ¢ RavlDed{o comply w/2�7 PBC • Nfy APPROV* • IMPACT FRENCH DOOR 5 OF 4 NOTE: '�� • • NelrpEra=s •11 8-4V 0 a 7 a Prprle" Impact" French Out-Swing Door tt P:•2� pan. • • fill a ••• • OPTIONAL INSTALLATION DETAILS MAY APPLY r ( �i0,:@�,�� Nelson Erazo 01/20/12 TO 1X10R FRAME JAMB AND/OR FRAME HEAR FRAME INSTALLATION OPTIONAL DETAILS �. e•'••••'� ;y� a..a<• JrrD AYenM: paeaMe xaaD.n B.R(.1.a L.ae (TYP.) DATE ` "�1O 1. �� a.te. FD-2003 G esltn • • • • • • • • • • ••• • • • ••• • • 3/s•¢a 3/8'O.D. 9�, .076 -jl- I I .07 050 I 3.5 f 4.500 I . ,3 m STEEL BOLT STEEL BOLT I I f I .875 .062 460 3' 986 .096UIDE GUIDE 56 L 1 1750 J .065 1.750 / 17 I- 1.259-I -1 .908 F- .074 ,127 .687 GLAZING ADAPTER QUARTER ROUND g g FLUSH HOLT AND #L-910 28 (11/18") BEAD PANEL HINGE STILE O FRAME HEAD 8 R 49 TWO-POINT LOCK #FD-634 6 ANGLE GUIDE B L-907 -1.812 #L-901• b O a 4 m Y /fFD-827-1 0 0 & ® .119 .730 - .726 I 4.187 1.500 F-2.031 -r f-I- .B .098 1•250 .064 124 QUARTER ROUND 1.750 .700 [:�.064 2,000 �- HINGE LEAF .075 1 t 11 #t-906 @(3/8") 0 #L 912BEAD --L=_ 1s00 5.05 { 4.500 R $ 8f & INACTIVE-PANEL -.0601�FLUSH BOLT T_ PANEL LOCK STILE O FRAME SILL 47 ANGLE GUIDE ,835 656 O$L-905 #L-902 1 1/2'LANG I I ' I I #FD-825-1 0.656 ,808-I-I 1.75-I 1.750 .066 ,063 MULTI-POINT MULTI-POINT O QUARTER ROUND ,125 � LOCK ACTIVE LOCK PASSIVE 1 4' HEAD �.. 1.25D #L-911 .072 J 21� CYLIN 1.625.�,.1 LOCK , IL0.19B ,065 o .. ., o � 2• I _ P ! - •Q HALF ROUND 062 I 4,000 4.500 v i 42 FALSE MUNTIN 8 RAH.ADAPTER .072 .500 TURN 0 0 1 i/2' #L-913 O #L-909 ,094 O J�OA�DAPTER KNO .082 .100 �F 1/8' Flexible Vin FPVC Composition-Team Plastid Inc. 50 51 52 53 Imo- 4.348 SMELITE PANEL FPVC Blaek Co ound No.7200-75 1.812 O35 ALUMINUM PLATE PHYSICAL ASTM NO. -I .136 ioo �- 2" LANG D=uxserHudmss"A",lO= 75 D-2240 HC-002 Spedfic Gravity 1,45 D-792 I 0,058 J Tensile Strength,PST 1640 D638 O PANEL TOP & I 0.078 ACTIVE HANDLE PASSIVE HANDLE Ultioete Elongation,% 340.0 D638 5 BOTTOM RAIL FRAME IAI,SSB 6 TRIMSET {,TRIMSET Modulus(D 100%Elmga6m,PSl 765.0 D638 yL-908 O O FRAME HEAD SHEAR PLATE -.9m I act Bsitdcnes -31.0 D-746 $L-803 ` #L-915 FPVCWhite:Comp-dNo.7267-75 6 PHYSICAL ASTM NO. NOTE 2.686 D-1crHerdaea"A",TO so: 75 D-2240 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 18 .100 '500 Specific Grnvity 145 D-792 2. SEE ELEVATION AT SHEXT 1 OF 6 FOR 3 Temilo Strength PSI 1640 D-08 ANCHOR O.C. MAX. SPACING AND LOCATIONS _ UISmW F1.9tioq% 325.0 D638 wRODUCCREVISP.O II Modulus@100%Elmgaem,PSI 765.0 D-616 aoaMp(y�A Mly tyt bkwile I 4.300 -� IID tBritda)es; -30.0 D-746 �MBaillade 45 FRAME LOW SILL " - •• ••• • ♦ •A•egNaaee Not-l212. ,yL-818 a THOMAS J. soros • • • • • to N NOTE j rr PROFESSIONAL @iGINEBR • • •• • �/S• ,�•�„� REFER TO DETAIL 'B3'AT SHEET 1 3 OF 6 Q BATT BOTTOM© m PL MC., -1§225 -• •• • • • FOR ON NOTES AND LIMITATIONS. Ed GUIDE GUIDE 5 eon S' - 'SaT�i4 ReWaed W comply w/PBC2007&added •® /p /,/ ® /�,/ 8501 NW 90th St. • - 1 : �I�J(C':�Sf��� Insulated Glees 01/22/10 JA AWS 1 0' MEDLEY, FLORIDA 33166 �> 3/B'O.D. 3/8'OD. STEEL HOLT �STEE1 HOLT r Ashland Mult-Point Lacy 01/27/11 USTR - (305) 696-8660 STAINLESS STEEL BOLT(+) • '' Re°)aT �� w/201 PBC••• AcruitFR OF QUALITY ALUMINUM WINDOWS AND CLLYS DOORS Optional Multi-Point Locks •)5/1 D.D.SSS(•F 7&0 psF) Revved jo cowp�y w/z C �,� • M•M• • ryrr rna •• a..s.a/srwr sr".a P e)3/8'0.0.SSS<./-B6O paa> 5IL Res�ed#o oo1pply w/217 FBC • N APPROV IMPACT iRENCN DOOR a OF 6 88.0 pst DP)) '.•,��'` T TE QF • • ••.a.cA•a•a • I 46 TWO-POINT LOCK Active Lock Passive Lock INACTIVE-PANEL �= • • Nel�p;Era:e •11 , :fa pprje" Impact" French Out-Swing Door ASHLAND NW51f0-STACTS ASHLAND RW5110-STPAS4 1 B FLUSH BOLT HC-001 Cv''•�' s.«a••w • •••s.sr'�.`' ••• • LOCK }'HC-060 tea NeLon Erazo 01/20/12 HANDLE 6 TRIMSET HANDLE 6 TRIMSET Ss-C 78.0 psf DP) AS NW5201A-A ASHLAND NW5201A-P DATE•!''-`.` LV A4 ��4 a.t.s. A+<.e x.""a..: wsa.ew A4asa.r. FD-2003 a•4.tan G • • • • • • • • • • ••• 0 • • ••• • • . c }. • ti — C • R10 00 •••••• • • + ...111 • • • • •••••• JOB NAME : ��r�:�3��� • VJS1 l�$p_ lv'iUmi Shores Villaae RESIDENCEDATE APPROVED BY ZOP!ING DFP i 848 NE 91 ST T l_DG DEPT �� ECCE SU73'ECT TO COIR^L!ANCE MIAMI SHORES FL 1 �Q S7,=1' — ^ C`";ULTANTS,ING. C; �. ST'A,'- c,2� FL33175 TEL lt.r2-,2-1 i-0 IYIY,.r c n "No...4. l9 D4 Z • . 7 �STIATIE OF • ��R1��� .•.•�� awe r''�rF J• "•L \\\\ 'tf+'flfifii{11111a\ 0000 • 0000 ...... RE1fISICz: • • • so*:*, •• •• 0000•• • 52'-2" .... 0. :....: '0000• 00000 • . REAR 0000. ...... . •.. •00. (EGRESS) (EGRESS) J y 000000 •• . .••0:0 O ...... • NOT PART OF B • • • ,,,,0 THIS PERMIT • • ••••• • • • • . 0 „ • •0000• . . BATH BEDROOM W BEDROOM U .1 w 9 U w n NOT PART OF H THIS PERMIT CL A zj C) NOT PART OF ��j z CL CL THIS PERMIT f-S7i z 000 BEDROOM F U F O NOT PART OF CL BATH O U THIS PERMIT �Q a a O LEFT °O d KITCHEN DINING FOYER GARAGE RIGHT NOTPARTOF O ginr' T• .., , Ct "ULTA,14TS,INC . THIS PERMIT LIVING C Ct,n r _ NOT PART OF I -• ;;' ;`.i1,FL 33178 THIS PERMIT T•=L 7c�?;2-'i�3 NOT PART OF FRONT THISPERMTT ',,li 02 2 , NOTE: MEAN ROOF HEIGHT : 13'-6" ROOF TYPE : 4 . 12 DATE: 03/02/18 SCALE: 3/16"=1' GROUND FLOOR PLAN rpt;. 5-484DWG.BY: M.R.Z. ?,C JOB#: 03-2018 STnI I.OF 1 of 2 l i �0R110� - n •. f�• Baa RIMSION! s • •• • • •• •• 0000•• 0000•• • • • NOTE I:WINDOW FA NIT SNOTIC ON ANCHORAGE -RMAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE •••• • • f••••• WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. • • •...•• • • 000• NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN ••••• PRESSURES,AND SIZE ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS **go** • •• • • PERMIT. _ � • •_ _ •_ • • __0000•. •• �• +• -NOTE 3:THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCNRE(I.E:BEAMS,COLUMNS,FRAMING,ETCJ SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO 000000 0000•• CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. • • • • •0 NOTE 4:ALL EGRESS WINDOWS SHALL HAVE A SELL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR • • • • • 0000• 0000•• N017?5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FI DIMENSIONS PRIOR TO FABRICATION. • • • • • NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT • •• • •••••• MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA COMPLIANCE WITH • • • • T. ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT •. 0• 0 W B. 33.1/4"X 80.1/4"(SINGLE DOOR) U CaL NOT PART )F SERIES"LA PORTS"OUTS WING GLAZED ALUMINUM FRENCH DOOR- W TMS PERMIT LARGE MISSILE IMPACT. " N.O.A.17-1212.09 ZONE S:+55.0-72.2 2--I„ GLAZING:5/16"LAMINATED A4PACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN.GLASS /1 .090 TROSIFOR,PVB INTERLAYER. ISI INTERIOR LITE:IB"ANN.GLASS V) NOTE:WATER INFILTRATION RESISTANT SELL IS REQUIRED FOR TTT W,z D THIS INSTALLATION. WJ (EGRESS) (EGRESS) B 00 NOT PART OF op THIS PERMIT REAR ELEVATION NOT PART OF (p� THIS PERMIT A NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT FRONT ELEVATION A. " F L,M X 82"(SINGDOOR) T^I'-r ti C ` UL=suers,IN(;.FD-10 FD-10101RSWING FRENCH DOOR- I. �. .}- l N.O.A:17-0504.01 u 731 ZONE 4:+55.0-72.2 GLAZING:3B"LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8*ANN.GLASS .090 TROSIFOI.PVB OR s �, • . 'A''I,FL 33176 . .090 SAFLEX/KEEPSAFEMAXIdUMPVB INTERLAYER. INTERIOR LRE:3/16"H.S.GLASS TFL t8-&-242-',7-23 -23 " 4fj�°'�a��� V {�' 1 �.`. --`...e..,`•.o` DATE: 03/02/18 nf�It� v¢U SCALE: 3/16"=1' DWG.BY: M.R.Z. 'y :• JOB#: 03-2018 S P,T- r • t` " 2 of 2 uR �l l+i F!!li�tl4t���1 0000 0000.. 0000 • • • 0000.. 00000{ .. 00 • PC' 0000.! 0 •� ' I 0000.. 000000 t.t.•• � • • •000000• •000• •0t 0 e f �� r f f i�. �' ` 00 t • t•a•t• • {0• 000{ t • �C.�` � �R„e 'Ydr w } �1 1 f r 7 ;t