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HomeMy WebLinkAboutSUBMITTED PAPERSOFFIC5.. , SE:ONLY: DATE FILED: ���o� " i'O.� PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO!: �-CERT: CAP. NO.: 1. 2. 3. 4. MUST BE COMPLETE & FILLED INTO BE ACCEPTED PLANNING-&-D:EVELOPMUNT SERV-ICES-DEPARTMENT BUTLDING_&-.CODE-REGULA--PIONS-DIVISION 2300 Virginia- Avenue------- _.._____.--_ ... Ft. Pierce, FL 34982-5652 SC - - - -- - - -- - uc/6o Y PPLICATION _for BUILDING-PERMIT- CATE -of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION L '09_ LOCATION/SITE ADDRESS: 042 Uot XZr2 PROJECT NAME: SITE PLAN NAME: PROPERTY TAX ID #: LEGAL DESCRIPTION (attach extra sheets ifnecessary): 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 9. PARCEL SIZE (ACRES/SQ FT.): D LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: �; Q��.A/&c,/ &"--I A ✓r'(=; 8. LOT NO. I 11. SETBAC (ACTUAL) FRONT: BACK: RIGHT SIDE:' LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW (CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION D4 RESIDENTIAL [ ] .COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF 15. SR FT 1st FLOOR: 16, VALUE OF CONSTRUCTION: $�' a JA � The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the valuc'is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION NAME: ,1 e. ADDRESS CITY: JG--/ e STATE: ZIP: cg- 1 PHONE (DAYTIME)Email: 3--Md 7-1 1/! Cd IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): I CONTRACTOR INFORMATION ST. of FL REG.CERT #: BUSINESS NAME: QUALIFIERS NAME: nnnv�ec. CITY: STATE: PHONE (DAYTIME): (_, FAX NO. ADDRESS: CITY: [ /e PHONE (DA ER: . STATE: iE): (� 72= (—i7 BONDING COMPANY: ADDRESS: CITY: STATE: ST. LUCIE COUNTY CERT #: Email: ZIP: ze:-2376C1 ZIP: MORTGAGE LENDER: /G' ©-�. ADDRESS: CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. i CERTIFICATION: " This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be required for : ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. I The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. I NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER O NTRACTOR SIGNATURE STATE OF FLORIDym COUNTY OF The foregoing instrument was acknowledged before me this day of 20� by who is personally known or has produced VZ— as jdentification. Signature of Commission No. CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day of by who is personally known of Notary DAWN MILONE ytary Public - State of Florida ommission No. My Comm. Expires Mar 22, 2017 Commission # EE 877571 Bonded Through National Notary Assn. ,20 , or has produced as identification. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR,TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE' FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific 'inPtructions see appropriate permit checklist. r ; i OFFICE USE ONLY isr #: SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC Before 1/1990 , LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE HABITABLE AREA (RADON) RADON FEE PERMIT FEE LIBRARY IMPACT FEE PUBLIC BLD IMPACT FEE CORRECTION PUBIC BLD IMPACT FEE GENERAL PARKS IMPACT FEE SCHOOL IMPACT FEE ROAD IMPACT FEE CREDIT Y N LAW ENF IMPACT FEE FIRE/EMS IMPACT FEE i DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: , REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEATURTLE REVIEW MANGROVE REVIEW DATE RECEIVED O •OG DATE COMPLETED INITIALS I Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 ('n EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that 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 provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under 05,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease' which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicabl laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how t meet the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I maybe responsible and liable the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related i9edical cost, which could include loss of wages during recovery from their injury. Initiali To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Departure t to the Florida State Department of Professional Regulation. Signed and acknowledged on this day of Z of 20. i ,dwiterM089wgignature STATE OF FL041),� \—,P COUNTY OFF>4,,j rY—L&C —E'er Th fo' going instrument wasAcknowledged before me this,3 day of 20_, by who is personally known to me, or who has roduced as identification. azure of Notary Type or mt Name of Notary Title: Notary Public Commission Number [)AWN MILONE ua�c - Notary Public - state of Florida '-' • My Comm. Expires Mar 22, 2017 SLCPDSD Revised 07/22/2010 :9f po= Commission # EE 877571 °:,„;°` Bonded Through National Notary Assn. I http://code/(S(lxtvw5ik2beobpousxpiv5i3))/AlertMaintenance.aspx 1/10/2014 k'�n v W 5 %kl-, �, �4) 7`7 /-5 CO 5- 7 Z,5 RECIFI V AN 9 ?014 so 710 Joe Cicio j From: Joe Cicio Sent: ! Monday, January 06, 2014 3:48 PM To: '350LTlvega@gmail.com' Cc: ! Joe Cicio Subject: Review Comments Permit Number 1312-0042 Attachments: ! Report_FL_Review_Comments_Noncompliantjrf[3].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, Jasey[. M. Cicio Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-4,62--1553 1 i Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender bylreplye-mail and delete all materials from all computers. Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce; FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 7502 Sebastian Rd City / State / Zip: Fort Pierce, FI 34951 Parcel#: j 1301-604-0167-000/9 Zoning: RS-4 APPLICATION INFORMATION Permit Number: I 1312-0042 Permit Type: BUILDING (MISCELLANEOUS) CONTRACTOR INFORMATION Contractor Name: Business Name: Business Addr: City / State / Zip: REVIEWS AND COMMENTS REVIEW COMMENTS Page 1 Owner(s): Vincent Errico Jurisdiction: SAINT LUCIE COUNTY Lot#: 1 Block: 36 Stories: Automatic Sprinkler System? No Fax Number: Email: Review Type Status Reviewed By Date Started Date Completed Date Released FRONT COUNTER REVIEW COMPLETE Audrey Humphrey 12/4/2013 1214/2013 12/4/2013 Comment: PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 1/6/2014 Comment: NEED A COST BREAKDOWN TO OBTAIN THE PROPER VALUATION OF THIS PERMIT . PERMIT VALUATION 1/6/2014 MUST INCLUDE ALL LABOR AND MATERIALS FOR THE PERMITTED PROJECT INCLUDING ALL WINDOWS, FRENCH DOORS, SWING DOORS AND SHUTTERS. BLOCK WORK, CONCRETE W/ LABOR COSTS 1/6/2014 (Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE ilzl Planning & Development Services Building & Code Regulation Division. 2300 Virginia Avenue Fort Pierce; FL. 34982 Phone:(7721462-2172 Fax;(772)462-6443 January 06, 2014 VINCENT ERRICO i 890 SE STREAMLET AVE PORT ST LUCIE , FL 34983 I REVIEW COMMENTS FOR OWNER Page 1 of 1 I RE: Building Permit Number 1312-0042 As of today's date your Contractor is being notified along with yourself that the referenced buiding permit has some issues listed in the comments below. We have asked that these issues be dealt with as quickly as possible so that we are able to continue to process this permit in a timely manner. This information is being shared with you so you are aware of the status of your permit. I PROPERTY INFORMATION 7502 SEBASTIAN RD FORT PIERCE, FL 134951 APPLICATION INFORMATION Permit Number: 1312-0042 Permit Type: BUILDING (MISCELLANEOUS) I REVIEWS AND COMMENTS ReviewTvae IStatus Reviewed By FRONT COUNTER REVIEW COMPLETE AUDREY HUMPHREY Comment: CONTRACTOR INFORMATION Stories: 1 Date Started Date Completed Date Released 12/4/2013 12/4/2013 12/4/2013 PLANS EXAMINER REVIEW INCOMPLETE JOE CICIO 1/6/2014 12/4/2013 I 1/6/2014 3:26:30 PM Comment: NEED A COST BREAKDOWN TO OBTAIN THE PROPER VALUATION OF THIS PERMIT * PERMIT VALUATION MUST INCLUDE ALL LABOR AND MATERIALS FOR THE PERMITTED PROJECT INCLUDING ALL WINDOWS, FRENCH DOORS, SWING DOORS AND SHUTTERS. BLOCK WORK, CONCRETE W/ LABOR COSTS 1/6/2014 3:44:27 PM Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE Monday, January 06, 2014 3:54 PM Property Appraiser - St�Lucie Count,, Vincent Errico Record: 1 of 1 Property Identification Site Address: 6905 Sebastian Road Sec/Town/Range: 12 :34S :39E Map ID: 13/12S Zoning: RS i4 Ownership and Mailing Owner: Vincent Errico Lenuta Pricop Address: 17502 Sebastian Rd Fort Pierce FL 34951-1996 Sales Information Date Price Code Deed 6/18/2013 100 0111 QC 3/26/2013 62000 0001 WD 9/17/1993 67000 00 WD 6/9/1989 59000 00 WD 7/1/1987 68500 00 CV 3/1/1979 53900 00 CV M PROPERTY RECORD CARD «Prev Next» Spec.Assmnt Taxes Parcel I D: 1301-614-0133-000-3 Account #: 3600 Use Type: SF Res City/Cnty: Saint Lucie County 1 Exemptions Permits Home Print Legal Description LAKEWOOD PARK -UNIT 12- BLK 161 LOT 15 (MAP 13/12S) (OR 3504-327; 3530-310) Assessment 2013 Book/Page 2013 Final: 58200 3530 / 0310 Assessed: 58200 3504 / 0327 Ag.Credit: 0 0860 / 0511 Exempt: 0641 / 0176 Taxable: 0551/2051 Taxes: 1178.7 0304/2881 BUILDING INFORMATION Total Land and Building Land Value: 6400 Acres: 0.22 Building Value: 51800 Finished Area: 1884 SgFt Exterior Features View: RoofCover. SA - Asph Shingle RoofStruct: GA - Gable ExtType: HD+ - HD+ YearBlt: 1974 Frame: Grade: D+ - D+ EffYrBlt: 1974 PrimeWall: BS - CB Stucco StoryHght: 00110 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: STD 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth SDSF - SITE DEV S-F Y 1 1 AV AV 2001 1 0100-SF Res LFI -Front Ft 75 130 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=130161401330003 1/6/2014 17' W-k 14 Of 1 71.1:1 1 7, J, .&AN AS A4 Wt: . pift- all fill c :� •. f / �I T 11�,� r.,.r',j '. '- ./G f + j Al; B Y � so tr ! • a. +., s �� .!>"i'"?c'..4pt"�y �'yl.,.i�tl' a T rS - �6 ..! �'°r'. a .' i� " 1 1�d. t " t/' ie + fi . —ami ! aS o�,i"k ,: •/ f- ,1; Y�� �i -, `'�, ,l� y , � ', . � a .i h : r' .. � ,� '"Tl y` -. r / '. f , /� tf.r >_ Sf ;+�.. :as. %�^ �r. ':F +r n4`� .'.1 Y-.b y'?' r r,� / •� S •.•! r - e *'� ,•, � ems# a h. t t; �_' ^�. -.aw !.•- �;;,. �• r 4. via L ,112 Googte-earth k,j®o(Sle earth reez lu meters 3 MIAMI•IDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.eov/building WeatherGuard Building Products, Inc. 9040 Belvedere Road West Palm Beach, Florida 33411 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein; acid has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063" (min.) Aluminum Storm Panels Shutter APPROVAb,11)OCUMENTI Drawing No.:07-309, titled " 0.063" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007, last revision #2 dated April 17, 2012, signed'and'sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS- 202, and TAS-203, 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 expirationi 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 & renews NOA #06-0706.17 and consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmpy A. Mahar, P.E., M.S. i MIAMI DARE COUNTY ` NOA No. 12-0419.01 pExpiration Date: 04/18/2017 00Approval Date: 05/24/2012 Page 1 WeatherGuard Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95-0717.06 A. TESTS 1: Test report on: 1) Large Missile Impact Test, 2) Cyclic Wind Pressure Test, 3) Uniform Static Air Pressure Test of 0.063" aluminum storm panels x 104" high, prepared by Construction Testing Corp., Report No. CTC-96-008, dated 02116196, signed and sealed by Christopher G. Tyson, P.E. B. DRAWINGS J.', . Drawing No. 96-47, Poma Corporation, . 063"Aluminum Storm Panel Drawing, Sheet I through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02115196, Revision No. 2, dated 03125196, signed and sealed by V.J. Knezevich, P.E. C. MATERIAL CERTIFICATIONS 1: Mill Certified Inspection Report, dated 11127195, for Aluminum Alloy 5052-H36 by Precision Coil Incorporated, with chemical composition and physical properties. 2, Tensile .Test,Reports from QC Metallurgical, Inc., QCMJob No. 6BM-410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS L Storm panel anchor calculations, pages I through 10 of 10, dated 02128196, ] . prepared by Knezevich & Associates, signed and sealed by V. J. Knezevich, P. E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0219.01 A. DRAWINGS . None. (Drawings originally in f le 95-,0717.06) B. TESTS r. None. ('Pests originally in file 95-0717.06) C. CALCULATIONS 1. None. (Calculations originally in file 95-0717 06.) I D. MATERIAL CERTIFICATIONS 1. None: (Material certifications 'originally in file 'No. 95-0717.06.) E. OTHER 1. Letter issued by Al Purino ,stating that all documents are unchanged copies of 0.'063 " Aluminum, Storm 'P, anel submittals, Acceptance No. 95-0717.06. !my A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0419.01 Expiration Date: 04/18/2017 Approval Date: 05/24/2012 E-1. WeatherGuard Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL it 02-0417.06 A. DRAWINGS See NOA 99-0219.01 B. TESTS See NOA 99-0219.01 I ' C. CALCULATIONS See NOA 99-0219.01 D. MATERIAL CERTIFICATIONS Sege NOA 99-0219.01 E. STATEMENTS See NOA 99-0219.01 F. OTHER See NOA 99-0219.01 4. - EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 0670706.17 A. DRAWINGS 1. Drawing No. 07-309, titled 0.063 " Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton Tomasetti,' dated April ' 10, 2007, signed and sealed by J. W. khezevich, _ RE B. TESTS 1. Test report on, Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063 " Aluminum Storm Panels Shutter, prepared by Hurricane .Test Laboratory, LLC, Report No. 0411-1011-05, dated February 09, 2006, signed and sealed by Vinu J. Abraham, P.E. C. CALC.ULATIONS, . 1. 0.063 "Aluminum Storm Panels Calculations, Sheets I through 45 of 45, by Thornton Tomasetti, dated April 09, 2007, signed and sealed by John W. Knezevich, P. E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. H my A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0419.01 Expiration Date: 04/18/2017 Approval Date: 05/24/2012 E-2 WeatherGuard Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. j Drawing No. 07-309, titled" 0.063" Aluminum Storm Panel ", sheets] through 5 of 5, prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007, last revision 92 dated April 17, 2012, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Verification Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063 " Aluminum Storm Panels Shutter, prepared by Blackwater Testing, Inc., Report No. AE-12-002, dated April 23, 2012, signed and sealed by Yamil G. Kuri, P.E. i C. CALCULATIONS 1. None. D. QUALITY ASSURANCE , L By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. j Letter of Compliance to Florida Building Code, 2010 Edition, prepared by Knezevich Associates Consulting Engineers, dated April 18, 2012, signed and sealed by V. J. Knezevich, P.E. Hififiy A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0419.01 Expiration Date: 04/18/2017 Approval Date: 05/24/2012 E-3 pO'KERRALN♦♦gOjgoEFEi; pp (NEE Qp ppp� T56� pp pyQ T LABEL y 1.67' 1.87' LABEL 1 D7^ 1 I. ICSOSUTRRLI SICAT O T EO gTNCBEONV GL� 10� WI RR HE CANE 203 OIMN HZI OP THHE E 1.369 TI0 I l E —_� , 7369 TI — ; rv� 7°•'�, FLOR7NI'Dq"EBUILDING CODERy.// qE �1 9 9 N THE p 5� N P THIS SEE NOTE SEE NOTE 7. pNgO0 UCTAWIND LOAD DURATION FACTORACU : L6 WAE �SED FOREW000 SCREW I15 B y1{, No. 10 �75 D" 5 D'{ No. 10 �7 DESIGN. INE 12.00- PANEL COVERAGE L 6" PANEL u T 3. TMT FEN THE POSIT VE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING �• CO�ERAOE q E EDOCUNEN SIN ACCORDANCE ITIA THE GOV�R NINC, CODE AND UOVERNING C„i'� WIND ELOCITTY. FOR WIND LOAD CALCUL TIONS IN C[OROANC WITH A"SC[E 77 15.77" 9.782" 'A DIR CTIONALITY FACTOR OP NE •0.55 SMALL BE SED. --'--- '—'---'- '—"-- "-' O CU' 4, THESg PppDU T EVq WATION DOCUMENTS ARE GENERIC pND DO NOT INCLUDE T FULL ALUMINUM STORM PANEL 2 HALF ALUMINUM STORM PANEL$g INFORMATIONggfFOR SITE -SPECIFIC APPPyILICATION OP THIS SMUT TER SYSTEM. O , • O L+ S. 61GIS-23 OF THERFLORIDA AONINISITRATIVE [ONES SMALL COMPLY WITH CHAPTER ' P� pp TT pp 2.2SI- 2.261" 6. "IRE SSUITA r TOCBE A�PPLETHESE PRODUCT OE BY THE CONS7 NAC IIUMINTI ARE T RE0 RCON HBT R •15B" f•172_ .172" _ N g ���� TTTEEpp}T EEC QN� �I1EEgg T7 C[ IR.25 � R.25 R.25 2.351° 2.251" VERIPIE{ TTNAVT TNEFEN STING STRUI[TUREOo0E3LNU OEVIATETN EITMEP PORMTOR •03" 09" m_R.15 •09• -R.25MAppTTIIEp,�IIpp,,I{OO1,FR[I�1 THEUC/,SUBS7q "TES DETAILED „ERE�N CON TR ACTOp TYP yl TYP. 'E TYP. TYP. TYP.gEUTTERER"Y E%ISTISTUTURE CAN WITHS TANG SUPERIMPUSEO LOAD P I' 2S7 1� lV &x 7 WILL VOIDFTHETPRO,UCT EVALUATION DOCUMENTS UCT EVALUATION DOCUMENTS o I OF D. WME Tie 5 TEE E.�pI7IONg pgylgTe pg0M7 THESE PRODUCT eVAL(Iq TION 2.01" 2.01" 2.01" n _2.01" —'L- 2.01' DOCUMENTS. SHE BUILDIN6 OFFICIAL MAY ELECT ONE OF THE FOLLO>$RIG OPTIONS, 2.2i" 7.24' x.24" 2.24" 2,24^ AI R GUI E THAT SITE SpEEIFIC DOCUMENTS BE PREPARED SIGNED GATED ON . SgENALE(ID By A LICENSyyE�D� ENpaGINEEpppOR REGIS ERE. AIgq,�CHI ECT,�•IIJ DA DETAIL 'h° HEADER HEAW "h° HEADER BUILD- UT °h" HEADEP °U' HEADER HEAW'U° HEADER R PROOIICT IENGTNEENEFORTNE VIEW AS A COM0ITI[iN TO THE BUILDIN6 OFFICIALr•r © GRANTING MIE/HER APPROVAL. .BBB„K.7Q 093" O 1 BI REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND — m,g75TYP. H 1 SECURED FROM THE MIAMI-DAOE COUNTY PR OU[T CONTROL SECE M. ,44^- — „ N 7 N I III H y M -.313" •184'.275• 1/4-20 MACHINE y "92IAI REAS ONLY OPTIOgNEV' SHHALLLL CC CEPTED By THE BUMILODCIT OFIRCRI'AV'E 2!" •i�_',�- � L ,ZTU00 ®6. OR = 9. R DUCTMS FNLLOWS NE MARK„NGLPEPANEL A1ND SMALLEBENFENMANENTLN�LABIELEO •25^ WEATHERS UARD BUIRING PRODUCTS. INC. 07„ MIAM4DADQCOUNTYYPPRODU�CONTROL APPROVED BB0.6 ,1lB_ D 10. STORM PANELS SMALL BE 0.063' THICK 3004-H34 ALUM3NUM ALLOY WITH A MIN. '1/4-20 MACHINE SCREW, 2" NIN. Fy25.0 KSI OR 5OSZ-H32 AL MMUM ALLOY WITH A MIN. y7l.9 K51. MATERULLIlAMAC3ALLOY WITH 7/16" HE%HEAD 11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U,D,N. 6 WASHERED WING NUT @KEYHOLE WASHER 10 °F°TRACK �T STUD A� NG TZ BUILD-O o 12. ALL BOLTS AND WASHER5 SHALL BE GALVANIZED OR STAINLESS STEEL WITH O , SC�LIrr RALF}+1ZE— ,�iE' A MpINIMgUMTT TENS IL7E�SLLTRENGTH �O.1Fp60gKee.SNN.I7., U.O„I1.N.NTI g� ,�LL55 13. UPCTA BLPAO LSE DIY BE NOUMTEOYHOPI20NT ALLYo oMEPEPAFp1.OLCEN01TI0N5 p� 14, THE PERMIT HOLDER SHALL \LERIPY THE. AOEOUA[Y DP THE EXISTING STRUCTURE tl HORIZONTALLY PRODUCTRGVISCD m plyinpwilh the Hoods BWldloe Coda AoocMnnce Noah /; N11omI Do tua CnnOn TYP. ELEVATION i _r EMBED. _GCONNECRONTRE REFERENCE ANCHOR SCHEDULE SP ONO IEX%ppLLOWOBLOCCKROR WOOD L/OR 4 _ 25" �310A R AMAIN., SEE ANCHOR hlp%, SCH 0. BASED ON TYPE -_ BOTTOMIC. ITYP. TOP L N �O SEE O w TABLE 7 C EXISTING FOR MIN.�o GLAZING �}� SEP. DM w wi lU FR GLASS V <2 aw CI CONNE=ON TYPE u REFERENCE ANCHOR �DV SCHEDULE FOR MAOSPACING MB D. H MAX. I O WALL MOB ON EMBED. CE CONNECTION rM REFERENCC ANCHOR g„„g SCHEDULE FOfl MA%. FPAMINGQ RE NOROG B SPACING MAX OPiBTFWC.YPTOTI� u F\ �3 ww =�w a s� �Q B 1 MAX. � I.5 SECfIOIV 309 WG-d\Ri-prp\01-309 pEFERENCE ANCNO{i SCHEDULE FOR MAX. SPACING V MOUN�E6 Cf�ON OALT. BUILD•OUT MOUNT SECTION c, 1:1, wvm. '' syaretamm © WALL MOUNTS MC)N PRODUCTRBVISGD canplYlnB wi1N U �a FIoHUa DIa16og Code ' AeoepiwcoNoleE—O .of Dawo 017 Dy M: IDaa Duct ComnU I K`s 1111�I I i i L`/"Rl!/ \ FASTENER 01 72" O.C. FOgpASTENER 11" O.C. FOR . m D151ON LOADS 1115 THAN DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.P. 6 QO 0R EQUAL TO 110 P.S.P. L go MAX B" O.C. FOR DESIGN LOADS 0" O.C. FOR DESIGN LOADS r GREATER THAN 110 P.S.F. EXISTING CONCRETE, GREATER THAN NO P.S.F. ISEE ANCHOR BL EO. FOR HOLLOW BLOCK OR (SEE ANCHOR SCHEO, FOR MA% MAX. Uj ALUMINUM PIECE ALLOY ANGLE ANY ACCEPTABLE ANCHOR) W000 FRAMING, TYP. ANY ACCEPTABLE ANCHOR) MAX.l.^^ CLOSURE PIECE 1" w 2" w EMBED. OPTIONAL LED DIRECTION A 0,725" MIN. TO 2" x 5" x OO 1 0.125" MAX. 3" iS MAX. M N: �2 DR 1 EXISTING CONCRETE. ALUMINUM ALLOY ANGLE EXISTING CONCRETE, MOLIOW WII !} HOLLOW BLOCK OR EMBED, CLOSURE PIECE 1" x 2" w BLOCK OR WOOD FRAMING, TVP. C q gg W000 FRAMING, TYP, 0�125• MIN. TO 2• w S" w> 0.125• MAX. () C BURO.OUT MOUNT CLOSURE SECTION TRAP MOUNT CL SURE SECTION WALL MOUNT CLOSURE SERION o• OSZSCLrT-Ti x'' . t'Q�� OSFiCETi7i° . � -3� a� EXISTING WINDOW W?, 1 -EXISTING BAY WINDOW 'FCjL7, H 30 GAGE STEEL BENT PLATE OR 2" x 2" w 1/0" 20 GAGE STEEL BENT E%ISTINO 6063-T6 ALUM. ALLOY PLATE OR 2• x 2" w 1/0" O WINDOW BENT PLATE 5063-16 ALUM. ALLOY R BENT PLATE O. �r8 9 i GR 1 p e0I �E 111-20 STAINLESS- 520 STEEL BOLT L WINO- 1/4-20 STAINLESS EE Qg n$ 1/4-20 STAINLESS NUT CD 24" O.C. (TYP.) 1" STEEL BOLT L WING- 1" B OVERLAP OVERLAP a A] r STEEL BOLT L WING- "MAX NUT 24. O.C. ITVPJ "MAX g NUT 0) 24. O.C. (TYP.) TYPICAL CORNER CL SURE PLAN TYPICAL CORNER CLOSURE PLAN _T i�� TYPICAL CORNER CLOSURE PLAN OStACE� 1. - 6'Q 0 9� i gip. v �KGoioymh. PRODUCTRBVISGD m Wmplyln0 wI010N Flmidu A0oep—tI NOIZ- 0 .01 Bq HnnDM0 . 17 0 TIYO 2 uv a Im ; 0rect NS perate.om I ANCHOR SCHEDULE ANCHORMIN. 2' EDGE DISTANCE M1111.3'EDGEENSTANCE mmmm Oommo©©® momMmg l�ommoHIM m ho©©oF"® ®® ®dooHUE mmn©m m g Amo©mmQQQmQQQmm©mm©©nD m®o®Omm M14loo/./150 Mo 0w01 mR nM i,l19m®mm®smmm0no Im mmOu ..I, :.,. �\umn\nuuuuu\o [mmm Q mQOmmO© 1 mmmmm QQQm Ommm®Q MIRM SmmoommM�nommo�� ® /©mo©i mQQo�®e�mo©mommo©ommoRRmmo©o Isf�©Oumm©O© % ©©% © quo.„©.,o©„luQ ll© HN"©.oQ� mmi nom mo � n mmm �®®®®®maomm Emo "] o i/, mmmQQ/r Qmowl Q mMINOR& i�uumumao\ugam- QammmQ1 Q%©on ' © mmOQ 0%©Op WA�mmm© oo � ©©�� % mmo© �ii©n©,�i°ii� ©QmmDO m' m0�0 HER pura"I ll==lMuuw4r4._ in©oii©o©©vu ©n©©© /iiii ii ii m o 'mmm© m 0 Elll,1 1 1I �� %115N�/�/ mmmm©®mmm'� mm% °do� �'//.gym mO mmm%0 m !/ mn %Pm8m Q n m0 �� mmwo �© 0 omm o©/m ©..., Q r. Q© QQFIR t' t •: Ji:� ]• �mmmmmnmm mmmQn smoommoommulsommmmommmo mmmn©mm mo mmm0©mmm ' Lilt 1 mm©tOQO�=�`I anno9, ®m© �79 ®ol loll,��0� fur—�_......_i.i> m&7NMI lou"04,800018 I ANCXQRNOfES; a fed 1. SPANS ANDUCAOS SHOWN HERE ARE iOR DETEIIMINING ANCHOp SPACING ONLY �LO�WIAEBILE SHUTTTER SPANS FOR 5PgE1oDRC LOADS TO THOSE SHOWN K O q& 8 7M'USTS5B��ENiLIMITED 2 OR77CEptAENTER AALYTO NEGATIVE DIESSIGN LOADON T OHE N SH TTEROANO SELECT SPATERM N $ fag e GREATER THA OR EO AL TO SHUTTER SPAN. J U 3. SXEE MMIOryUNTIING DETAILSFORIDENTIFICATION COONNECTION TYPE, ? p r CS7ECTION COFF 4. REIFERENCE ANCHOR SCHEDULE FOR EtlROPER ANCHOR TYPE BASEOING� TYPE OF EXISTING STRUCTURE. GO ? G / ' S. MMENOATIONSE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' tt�� MINI 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH ORi• STUCCO. T7R 5g pg{5� p � �p Q p p Tp T. UCH NIpOTIDyA�MpAOEDRgNG ANNDDCOOROWATiIE ANFtIXpOTRANGSE _ THAT CABLSETSpA�R}P B. WHHERE AnsT i11FV THAT FAETENERSFARE IRTA ADEQUATE IW000 FRIAMM 1 FSVIDAtRRpY6p DLgEE NIS�UQR7RQQEYPIIINiEC�t�PgS..IAITTPENNSIaNGT�O PLYWOOD IS ACCEPTABLE ONLY IN P. ED ELSpOISTANgC[EpSDA[ SCEPTAgBpLpE FGORgMWT0002F�AMINGNW uD STUD SH�LL FAAL Tn Y R DENSITY. LAO SCREWS SHALL PApN HEADpH/yO\yRM�ME% 'S (Np.1�EAOEpR IH.1AVpPHHT,IffiS WSl 10 INABFER MEAD ISIRDEWALN BOLTIVU O,N ER A�PAN HEAOMTRUSS HEAD. OR- 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. DESIGNATES OpRAEEWAA�SSgHERED1WtIIQNGNUTT�1IREMOVABLE BY REMOVING MACHINE 12. SCREW. 9R a" fl„ r XXWCC 13. NpMOLLOWICOHCRETEDBLOCKC153 3T4E POWERS ZAMAC NAIL -IN EMBEDDED \nL2. 14. Ip.IAYENOTZBEMIAISEDAN COONCRETESLAOSGU CRET IHOS E%CEPTIONSTMESE ANCHORS MAYBE USEDINCONCRETE SLABS ON GRAO[�.MIN. 2x ANCHOR DIAMETERSPACINGPAODURXVCDPER SPACINGPERREVEHEDULE ANCHORHEDULE ANCHOR SCHEDULE�uildinCd EXTMUSIO SCHEU.RTYPM iCA02E0)10)�309 WSutrEyt2•prgUO.309-0efi\g, V1S/20122:35:g9 PM, , 1:1,wmv.MI015parut.wm I I _ A B L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS TABLE 1 NOSES: T A 1. TABLE I IS APPLICABLE FOR BOTH POSITIVE B L AND NEGATIVE LOADS. E 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR 7 INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABIE] NOTF. T. ENTER TABLE 2 WITH POBIT�yE OES GN LpgO TO of AERMINE I.IINIMUFI. BTORM �HU TTER SEPAN TION PROM OLI155 STORM PANEL MAXIMUM SPAN SCHEDULE POSITIVE DESIGN LOAD (W) IP.S.F.1 I MAXIMUM STORM PANEL SPAN IPT-IN) MINIMUM SBP. FOR ALL I'STAILATIONS LE55 TNAN 30' ABOVE ORAOE IINCHES) MMIMUM "P. POR ALL NSTALlA71UNS GREATER THAN 30' ABgOVE GRACE (INCHESI DESIGN WPLOAD ALL MOUNTING CONDITIONS 30.00 5' - 0" 3" T• L MAX, (FT -IN) 30.00 7' - 0" 9" 1-1/A'• 30.00 9' - 0" 3" 1-I/]" 73.00 15.00 B' - B" 30.00 10' - 0" 3" 1-7/8" S0.00 51- 0" 3" 1-1/B^ 00.00 50.00 50.00 3" 1-7/e'• 90.00 95.00 7' - T' 50.00 10' - 0" 3" __ 2-3/B" PRO➢UCTRL'VISED OuIN ng (bdo�ih Ih0 FlOndn A<OOPiOnn No '0' . Bay ato p 7 Dy BL IDado utl Cnn001 9 J� Q MIAMI-DADE COUNTY, FLORIDA ' e 11`7-C PRODUCT CONTROL SECTION BUILDING ANDNEIGIIBORH C .E C)E M B),; 11805 SW 26`h Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 2474 'r (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.gov_�building Jeld-Wen, Ine (OH) 3737 Lakeport Boulevard Klamath Fal9s, OR 97601 SCOPE: This NOi: iS Ear:. issued under the applicable rules and regulations governing the use of construction ir.atenals •,-1,-7 ::.:Jmentation submitted has been reviewed and accepted by Miami --Dade County BNC- Product Cowrof Section to be used in Miami -Dade County and other areas where allowed by the Authority :HavingJurisdic.06on (A.H.I), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade Comity) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoker, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section tk fi `. +r roduct or material fails to meet the requirements of the applicable building code. i Iris product is 41:: -roved as described herein, and has been designed to comply with the Florida Building Code, i1.:,lu-'.:rz;? 0:w'1-1' 'Jelccity Hur:icnze Zone. DESCRIP '10'I : Seines "Prep ium Atlantic Vinyl 8100" White PVC Single Hung - L.M.I. APPROVAL IyOC:lJiyl CUlf - Drawing No. 10,IWN 0015a, titled "Premium Atlantic Vinyl 8100 Single Hung Window barge. Missile Impact Resistant", sheets 1 through 18 of 18, dated 06/29/10 with revision "013" (Eaten 05i0^/l 1, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P. E.. bearing the, IvIiami-Dade County Product Control Approval stamp with:the Notice of Acceptance number ani't ApEpr oval cat;.-- by the Miami -Dade County Product Control Section. I SI,F `:111'. i! r , : h,'1';11'�jG: Lorge Missile Impact Resistant. is ABEL HI-1c: ; =.h unit shall bear a permanent label with the manufacturer's name or logo, city, state, .nodeil :. sar oS _nr :;rliowing statement: "Miami -Dade County Product Control Approved" unless otherwise RI75,NEWAL o:L tl:is 1,4,0A shall b:; cons deied after a renewal application has been filed and there has been Era ch;a+r:7e in the ai;r6c AJ-1f; code negatively affecting the performance of this product. TrZ s: v 1.P1tvT:+ON cf thi : �?OA. will occur after s:hc expiration date or if there has been a revision or change in tiro mat r ials, us., arid, or mana.lacu e of the product or process. Misuse of this NOA as an endorsement of any pr3dli3t, IV, ::ale.>, �,.d•, O.rtisi-ag or any other purposes shall automatically terminate this NOA. Failure to comp y wilh nee s„i:zion of -?his NOA shall be. cause for termination and removal of NOA. �y Lt 11'llis ,iri ;�7'F: "I ra 'JOA nt:nlbcr preceded by the words Miami -Dade County, Florida, and :`-�.pi ratio:a Ot:, tnray be displayed in advertising literature. If any portion of the NOA is _.<_...1 :;t Jon'tt in it, entirety. :T [0141- s copy of this entire NOA shall be provided to the user by the manufacturer or its ch,,tra;u,cxzz and -zi;ali b ilal-,I: for inspect ion at the job site at the request of the Building Official. This 140A ocmEi..ta cif A': oi-ge j, pages E-1 and E-2, as well as approval document mentioned bov The submitted. doca. naent.Ition was reviewed by Jainie D. Gascon, P. E. r;NOA No. 10-1025.01 _ , �; �.-.;,::,-•,, ,. .-- Expiration Date: June 23, 2016 Approval Date- June 23, 2011 Page 1 ,a 1C 1-F ACCEPTANCE: EVIDENCF IBMITTED . A. a Y,',f' `LT . S 1. TvIla ufftctuier's die drawings and sections. 2. Drawing No. 10--t—0015a, titled "Premium Atlantic Vinyl 8100 Single Hung '1611 now Larga Missile Impact Resistant", sheets 1 through 18 of 18, dated 06/29/10 with -revision "03" dated 05/04/11, prepared by Engineering Express, signed and sealed b t: s 2x - L. Bennaido, P. E. 13. 1. Tot 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 it) Large Missile Impact Test per FBC, TAS 201-94 5) C-vclic Wind Pressure Loading per FBC. TAS 203-94 i drawings and installation diagram of single hung window, l�rE:r+ored 'by N iAaorl11 Certified Testing Laboratories, Test Report No. `i L-210--�,624-4, dated. 12/09/2009, signed and sealed by Gerard J. Ferrara, P. E. ' s{: _f < <orts on: 1; Air Infiltration 'Pest, per FBC, TAS 202-94 �) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) dilater Res --stance Test, per FBC, TAS 202-94 , j arge Missile Impact Test per FBC, TAS 201-94 51 Ov.:tic Wind Pressure Loading per FBC, TAS 203-94 -1olig V. IL-;'- drawings and installation diagram of single hung window, by Nat-*,- ,, -1 Ce_•tif.P.d Testing Laboratories, Test Report No. ": t"1 t 6;�^�? � ;2.1•- , dat¢c-1 12!08/2009, signed and sealed by Gerard J. Ferrara, P. E. C. ,.•_1-_c+:- ;a-,ulatio'ns tend st_-Lrctutal analysis, complying with FBC-2007, prepared by t. .:rind Ex.i c 3, dated O9,130/2010, signed, sealed and dated 06/09/2011 by k I_ Comr.1l s with ASTM E13WI--ail �<<cle -7 ,I'c!ir,g and T�Tt-,;ght+orliood Compliance Department (BNC). E. MATE �. � � C r 1. +..:,,,optcrncc No. i0-0413.04 issued to E.I. DuPont DeNeniours & Co., Inc. ;.:i •_ :: ".I la�'c{� t :ar-," ti-y � 1assl Inteemyee' dated 05/26/2010, expiring on 01/14/12. r- Jaime D. Gascon, r. G. Product Control Section Supervisor NOA No. 10-1025.01 Expiration Date: Jane 23, 2016 Approval Date: June 23, 2011 E-1 NOTIC �F ACC,E2,'TA .G. :,. -.LVMENC1 MATERIAL CERTIFICATIONS, (CONIriNUED) 2. Notice of Acceptance No.10-0922.09 issued to Ed. DuPont DeNemOurs & Co., Inc. for their ".Duftnt llutaeiteg PVB. Interlayer" dated 12/24/10, expiring on 12/11/11. 3. No-dee of Acceptance No. 104909.05 revises 99-0111.05 issued to Million Industries, Irrc. a �livi.sion c`' (ixancx) #fir "4Vh�tt PVC tt'tt�1uti ii 'can DuoN qutI ?N ing for AAMA 303, Voluntary Specification for Poly (Vinyl Chloride) l:P'VQ Exterlor Profiles by AMNIA Fenestration Exterior Profile Certification P r'm ttn_" 10,`112010, expiring on 9/30/2011. F. STATEW;ENTS :i. !."Wem,�-rt ?eft{ ' of co npliaance With the FBC-2007, dated 10/04/2010, signed and lov Frank L. Bennardc, E. 2. _c tf:_� 1c�7t '►_ei:er of 1;c" financial interest and conformance, dated 10/04/2010, signed and by rai-�,c L. Bennardc, -'. E. 3. compliance letter for Test Reports No.'s NCTL-210 3624-1 and �: ,'' -- ; fi- "62' -2, Issued by R?atioiial Certified Testing Laboratories, Inc., dated -t2- 9/2-309joti15 ,r,>ir�d and sealed by Gerard J. Ferrara, P. E. 4. issued by Product Control, dated 09/22/2009, signed by Renzo I�Iarciso. C. 0' HTEf 11, 5 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 10-1025.01 Expiration bate: June 23, 2016 Approval Date: June 23, 2011 —2 0 PREMIUM ATLANTI.T, VINYL SERIES 8100 SINGLE HUNG LARGE MISSILE, IMPACT RESISTANT 52.L2S MAC FRAI+.f L'lIDM . �a....e." NOTE SEE MNIMOR 52.125' MATL FPJ.ME WIDTH _ _ - (D'QVOINC. NAIL FIN 0R 5CvW-0N f1A 'Ccv ELE'lATIWIS FOR M1�(EXCID'A'G WIL FID OR SNAPO11 FIN LtGf) 1 e.:Ncfea OCATIONS. r ALLOWABLE ; Y 48.E11• MAX D.L.o.\WTH � I /% 40sa• NAX D.L.D. YNDTN_ _. DESIGN PRESSURES �(�(,(yyy!!lryryryt�t�tl ON FIXED SASH ON FI%EU SASH -- W a �I �,5i55ICF6v�Dc< asB:,1°°` +50 Psp 0= IATl7 LOCATED LATCILOCATED o� II 6:;.'FRaAEACH� 17!•FROM EA0I -60 PSF Z 5m x�Fo I� -N ^ END W w9 3I3 3 e Id r a 3� ;7 a //1�1�/ GENERAL NOTES m^ �i� � o ! ' i7 A B o u t 1. 1HEOESCR HAS BEF/ DBQd D m TESTED IN AC AIMWill THE FLORIDA BUILDING / T¢a FOR RUWITHIN A" OUTSIDE -THE IU VELY NURRIDUE ZONE PER TA5301, TA202, TAS208ASiM ___________ E1700-04 STANDARDS. - IN ALLOYlABIE STRESS HAS BEEN • y - USED 1N THE DESIGN OFFTH SYSTEM. WIND LOAD DURATION ':•'� v' _ _ / FACTOR m=1.G HAS OLFN USED MOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES '9 1 S z •L L - �. rf—l— — ::. I O CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED s . RElNFO0.LE11"T t. I BY OTHERS ON A JOB -SPECIFIC BASIS DL ACCDM/WFE WITH THE D x '� ^.-- IFORCEMEW GOVERNING CODE. . TING RAIL �u :51:`f �' iN FIXED ,�r 4. THE SYSTEM DETAILED HEREIN IS GENERTCAIN DOES m 6 AND VENT SASY., p 'Illii -Ii HEETIN�RAIL NCd IUi�TI0ND5EDIFFHIENTTIFRDH THE C0:mIIlONS DETAILED $4a II / o^ I BAP o SEE SERMONS - 1: • I Alii YEVi SASY, HEREIN. A LICENSED ENGtIEER OR REGISTERED AR(HTYKT � A B s� ��ii SEESECTIOAS� -E o ! j -T.:T LAT.:I ; I;I• I //�� � y TUT LATCH SHALL PREPARE ITE SPECIFIC DOCIP ENiS AAm SURFER F00. 6 a LD^Jf1FO AT III (p)(� S x �. LOCATED AT ONETIME IIOTICE OF ACCEFIANCEFOR USE IN COWUKMON rt � �\ 3 �'. r rFS.9 i^, ,n EACtI END WITH T1115 DOCIMBR. g _46.00' MA% D.L.O. ll^,DTH •! i' ry S. FOR INSTALLATIONS UP TO 301 MAX ABOVE GRADE, iIIE F I:li h•IIV. 5lSH _ O SY"T@I DETMIID HEREIN IS WLGE MISSIL'c IMPAR RESISTANT :-_ _________________________1_/., ;I I ______ ..__ _ ______ ____L I� AND DOB NOTREQUIRE ADDITIONAL TMBACTFROTEQION. 4 A I'{_ _. ___ -�.. FFF G. FOR HISTALIATIONS GREATER THAN 3D• ABOVE GLADE• - 2I 8.7s.a.Ls m D.7skD.]s THE SYSTEM DETAILED HEREIN SHALL BE PROTECTED WITH AN a6m- MAXD.L.O.crmn: IMPACT RESISTANT COVERING %"EN INSTALLED L•mHIN L:'CEPNO:ES fH .-- WEEMiOLES m REGIONSFD L %MD-BONIE DEBRIS AS DEfiHIN AS7-05. _ � FRnr:aN ACfWf SASHE SRL, 3' FRAME SLLL"3' 7, f`ERHIT HOIDEIt SIIeH YBtIFY THE AOCtiVACY OF INE 52.125"X75" FRAME 2 O11ICHJA:0 52.125"X75' FRAME FROM EACH JAMB E7DSTINGSTFJJCWET0VnTHSrANDSUMMMP0SEDL0ADS. aPnoxAL WooD elrocS (m on�ls) swLL DE ANCIIOR[D 1 STANDARD ELEVATION W/O CLIPS 2 ORIEL ELEVATION 4V/0 CLIPS MROFERLY TO TRANSFER LOADS 10 HCE ECISTING STRUCTURE. d 1 N.Y.S. :EmC:R OC--r 1 N.Ts. ECYDUORETa B. ALL DOLTS BWAsttEUS SHALL BE ZINC COATED STOL, 33 J GALVANII STEEL GRSTAINLSa STEELWIMAMINIMUM b s TONS RE YI'ED SLROIGTH OF 60 NSF. 9. PLASTIC COMPONENTS USED YMHIN THE HVHZ MUST 2 , z GLAZING T)'i E r> GLAZING TYPE MEOAU-APPLICABEFFRERMOMWPE,�R.MANFE /�- msuLATED IAM:NATrfl REQNPEINFNTS as SET FORM IN THE aeovE-NOTED ERRInmG £� 7I131"Su1AIEU InM:NAN I:D• r I Vil'ANN CODE AND SHALL BE SUBMITTED TO THE AUTHORITY HAVING - i 13fJ2' GAP- I :E" D; •O.r ! {a ' lT: T' G.P / OR, 0 1. . IA GP ]U 10. A f10 ECL INMR EWEW CONTACT S WITH ALED. i ` L 1\ Ar.,r �•N=.rY=N. / 0IL F4'f C':fERLAYER l0. ALL STEELED AS PRESTYAM AN THE M 5161LLBE G AINR• \ / i A:N\ ?!16'Al'I- j \ 'MI/ 1!B'F*M PA•M®Ipt DF-ALL PRESCRIBED SHALL FNOTED Ll I/ ' Nn I. �l I��f� rrr ��-i/'''2' NM. DVIIDR.'G CODE ALL WOOD SEULL BE ISSIMIM MATE g _ Q I552RE F �OSURE AND FROM COMACf LWM DISSMIIAR M TERU 51N 1 L 41 3 c ACCORDANCE WIIII THE ABOVE IR6HREN® BUILDING CODE STR CCRNiNSWC . �.'1 .i:.':E SntlL'lURAL SRICOFE EXTEGOR : ' �_..•'� Ex —Agog �! "I--i- rHNTER:aL 10._...-]WN-O015a CLASS SETTING BL00CS i ! \ C.ASS eTTINL: P.LOa.: 7 slrPm'snmt _ 03 (as DURaNE R) y (SCri.'RO'SETLt) BY ETH:ETECN � � $id. �LRl3SSWf9l41R EEE WIERi NOTES C5 AND Vf, / �) H_ 3 GLA: ING DETAILS (MINIMUM) WV sErnal u ((T(CWOLVG SNAP-O: FLANGE) fO.G2S O.G GWI MAX { FUR:, TIT. ib jDENOTES 6'( ANOKIA� TNAWGI FRAME, ` TYPICAL ALL SIDES I' 1 ►lr� 4 /0 nLT LATCH LOCATEDAT / EACH END SASH CAN IOCK I 4 ! ASS EV. LDCATE6W . I FROM EACH END ' T ,. OF (S)A.'4GiDRS�� �ry la Tro 1 Or AT ENDS OF HOR 'T, ' STAGED 3' O.0 Y+_ I r I • j REIFSOR/SFHENT MRAIL s AND M VETRSASH, LT -SEE SC{110N5 Olm 5 52.125- MAX FRAME WIDTH (EXCLUDING NAIL FIN) ' NAY Z. MAX 7- O.G 2' pm 6•!_AY!- } a DENOTES ANCHOR .. THROUGH NAIL FIN, O 'TYPICAL ALL SIDES 1 D'O._ O MAX. TYP. F,V nLT LATCH yy LOCATED AT MH AM _ LL .... FAg1 ENO SASH LY. =M w z r LOCK ASSEMBLY. IAIrn r ED 6116, ALLOWABLE __ ==FRO_MMEACH END ,.� DESIGN PRESSURES j fg nT +50 PSF 6.O.c n I -60 PSF ! NNFFFaCEMENT MEETING RAIL AND VENT SASN,�/}�\/fi /-SEESECTIONS V B I NOTE:I+3NOAIMANCHCRSPACINGSSHOWNHFALIN APXYM-BOTH STAKDARD AND ORIEL WIND0VIS. (2)0.75-a0.I9- -_ IYEE➢HOLES IN NCAITE i SILL 3' FR0:4 EACH I, FKc 6'MAX- G i---S`N.AX ? 52.125"05" FRAME IN/0 CUPS �THRU-FRAME ANCHOR E-FRAME ANCHOR Ei EVATION 2 t1.T.5. EX TRIOR ELEV ) ( THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: TO HOLLOW BLOC: OR 3192 PST MTN CONCRETE HOST STRUCTURE • I14• ITYI CARBON STEEL TAPCONS Tr9� IY. OR 2X WOO] I BUCKS OR DIRECTLY ATO HASOtiRt;I .DW.CRETEE WITH 1-_/4' j I MIN ENBED AHD N.IN CD-G DSANQ . S TOWOODBUCKOR POST STRVCRRCE (G-IL55 MU'l LY00O): CID 3/4'MI EDGE TSTANC r'.+IIN.':t RE:.D PENETRATi G'I AND ]/4' MIN IVS V DISTANCE. • 3/4' TAG SDM OI YJTTH I-I/Y I+.UI. THAEAJ PG+;�T vAT.D.i, ['C' 314• MTN EDGE OISTANCF. TO 16 GAUGE MTHIHIIT1 STM STUD: H • 914 SAE GRADE S SHEET METAL SCREW WITH F, - p--D ENGAGEMENT TIAOUCH STUD A_alD :/2"OT E+1,^r C.qs� 111 I OLE" "IF SRl, 3' FROM RA E 4Ax -- -I I - -- - - -- - - 2 MAX C.C. 2'MAX 52.125"x75" FRAME W/O CLIPS NAIL -FIN ANCHOR ELEVATION Z tLTS. EXTERIOR EIEV NAIL -FIN ANCHOR SCHEDULE: TO WOOD DUCK OR HOST STRUCTURE (G=055 •@4 WOOD): •14 MOOD SCREWS WITH I-Vr 14M THREAD PENETRAnON AND 1/2' MIN LOGE DISTANCE. • I/P LAC SCREWS WITH I-I/C MITI.7HRFAD REVETfUnON AND 1/2- MIN EDGE DISTANCE. ju94 101 QHS3 u g2NI Nd��b �:9oa SW9 H, Ag g�o �a "UCj t! 4: S 0 L • 52.125' MAX FRAME IVIDTH �(EXO.UDIY.GUAIL FIN OR S%AP- iRA::GE) 10A2F O.C. MAX / CETLOTES A::L"YOR ALLOVVAbLrz �\� % G't?!� TH0.OU9i FFiAY.E, j TY>GL LLSIZ� DESIGN pRESSUR�S 0 T-+" 11.9s'u.C. �!• -I-Sb PSF 1 _- I-�MA%.^P. -�Q PSF B I' 1`f/-Ttt`AT-El I UO AMEI,BLY, uTOC LUCK t1G�i Q� T 3 L 6:e FROM EACH ENDNotm- CLUSTER OF (S) ANCiORS--i L� •. LL I-Fi)`LIMVM AlICHCR SPACINGS SHOWN HEREON 3•' 1 AT ENDS OF HORIZONTAL, l� I 1 3 - APPLY TO BOTH STANDARD AND GRIEL SPACED 3' O.G 11)(�1 T'P, o I:•M)X)YS. 2 kl" i 2, THE iRANE SRE, ACTIVE SASH DLO., AND 1 I oO FIXED SASH D.LO. OF SMPED UNITS SHALL FIT wimi A THE DA:&s:ONS sTFOYTN AIR '� RE HORREMENT :I RECFANGVLIR UNITS ON SNCETS l AND 3. J i MEEnNG RA:L r) (" t� � ANO VcYTSASfI, � "e • 'I 6•NAx I I I � - •G Mry, ' 6• MAX 6' `V I] 3 (2) D.TORES N FRM: SILL. 3- FROM EACH]LYD t ` 52.125"x75" ARCHED W/O CLIPS i THRU-FRAME ANCHOR ELEVA f`lON 3 N.TS. E:TEMOR ES EV THRU-FRAME ANCHOR SCHEDULE: ANCHOR DOTES: r TO HOLLOW BLOCK OR 3193 PST MIN CONCRETE MUST SLE A!]O qR EIEYAD^JI FTR E• SIRpCTURE I • I/4• S EDLREC LTEH_ N iE 3U NY. FIRE V Y:C A 2. ANCHORSSIVaLBED17IAU 3. LN'StRE 13::C:6till I•E.)GEi <. UN'LESS t { MUCKS E>ti AIM ICY INTO GE DISR'./ CONCRETE I'f!'1' 1-1/{• I WSVI E MIN El6FD At:D I'MIN ED(c DiSTA\CF. AAML•:G, A`:CiOR c4ALL BE lOCA' ioa s-"Att BE LOCOV D:s:ANR S ACC ANC s. WOOoo ,-',S SHALL STR SMALL TO WOOD OUIX OR MOST STRUCTURE (G=0.S519N Y:OCC): I • A341•IOOD SCRETt5 \YRM t-L2• kR:. TiIAERD PEtiET,U.T1O:1 POST SH 7. A"C'GRR QIIIRFII'lY 5/g5 piSC.VtCE. EXaL'CE$ Sli1vCO, FO: AND3J4•MMEDGEDLSTXRL- i • 1/4• LAG SCREWS VOID 11-I/2` MIN. THRG •J PEI .O,4n N Dif/CRLSF IRpF}TitE COl91NOt5 NOTICE OF ACCEPTx SHALL CE. 314•Y.IN EDGE —IA MM:..IANCF CT:ti PROII'l.T CT).\ CONDITIONS DETAILED :1E.lF1N ou TO 16 GAUGE MINIMUM STEEL STUD: SITE SPECK IC NOTICE OF ACCrY.I ' • j ,14 SAE GRADE s;.taEr:4--AL SC?_:': 'f!ili FLtl- L" "'OrtED, DAIEU AND SFAf.0 BY A'. :VS11fY 1:lE UEV41tiC2] 1 CiiGAGEEfENI THR(W..Ii sTDp XL ]JI•FOt: L-OG�D--F:+]:C_. 1 9, FCRSHAPES UAuFIEp HFw T O.G MAX. TTP. - Z. - --- Z. TAX MOTESMAX THR0001 W IL", nN\ MAX TYMCALALLSIDES A A% 19 I <& .._-_.... __. AS // H CAM ASSEMBLY, OATLH LOCALTE'D / TILT IATTN 6'4• FROM EACH END EACH EWAT ` vl REINFORCEMENT aY X IN FIXED II• O.0 a R9 MEETING RAIL MAX.rTYP. ANDVC-NTSASH. I o _) SEE SECTIONS n Ii ULX ti• MAX i T• 3.0 T WUty �NAX,TYP. - 2•FV!% 1Ly� (2) O.TS:o.Ls• WEEPHOIES M - FRAME SILL, 3' FROM EACH IAMB 52.125"x75" ARCHED W/O CLIPS %z\ NAIL FIN ANCHOR ELEVATION 3 NTS, ESTERioREIEV WELCED ENDS OF RADR)S OR ROUNDTOPS SNAIL BE tOM THE FUSION WELDS NOT PH3sMNGTHE IN , EXISTING CONDITIONS MAY VARY. FIELD VERITY NG MEMBERS, NOT INTO PLYWOOD. (B1 OTHERS) SHALL HE ANCHORED PROPERLY TO NAIL -FIN ANCHOR SCHEDULE: TO LVOOD BUCK OR MOST STRUCTURE (G=0S5 MIN WOOD): • 014 WOW SCREWS WITH I-Vr MDL THREAD PENETRATIQV AND I/2• TIM EDGE DISTANCE . 1/4• LAG SCREWS WITH I-1)2• MEN. THREAD PENETRATION AND 1/3• MUl EDGE DISTANCE w wi i' 52A25 MAX FRAME VrJni (E XC3IDIUG W.R FIN OR SNAP-OU FLL:GE) F�,CL S0 N{K TTpCt ALLOWABLE �\ i DESIGN PRESSURES 9�F •� ��" +50 PSF FNMAXX LTGRCFAATETNWEO ETNCADTi �\ A t;!'T fmS. -60 PSF (V> OB - 1 ..__ SASH CAM L(ICG /55fYelY, W1O7 LRYATED T .I 4 Ga' FROM. FACE FIND / \ wN s IT— --------- — ------- --- --____''--__ (�I _ go - : T T z CUSTFI.OF IS) C.GRS -- I:�' ]• r` 7YP AT ENDS OF EIDRf2C1T.3L, F, EYP o i NOTES: .V NXED I `--E4EN!t-O SPACLA SHOWN HammHammx K APFIY 7O BOTH BOTH STRNDAIID AND ORIEL M=NG EL<L I ; WIBD]WS. STANDARD WINDOWS SHOWN HITE. tisI'EJI THE FRAME SUE, ACTIVE SASH O.LO-AND SEE SEC.TTC:LS �F1 ` FD(ED SA41 CJ_0. (IF SHAPED UNITS SHALL FR VV VV I W17HIN THE 01MEr' ONS SHOWN FOR RECTANODEFR l:liiTS ON SIIFsT I At1D 7- 6- -:fMX I7 l-te. (Z: O.]iYO.IS •:IEEPH=\FS FRAM: SILL 3- FROM EAOF ]A'13 52.12511x75" HALF -ROUND INJO CLIPS �THRU-FRAME ANCHOR ELEVATION q N.Ts. :.TEEacR EEv THRU-FRAME ANCHOR SCHEDULE:; ANCHOR NOTES: TO HOLLOW BLACK OR 3192 PSI I4EN CONCRETE HOST ( 1. SEE ANCHOR ALL BE ICY 1 STRUCTURE1/4"2. FUGi0R5 511AL• ISE L"6N 3. S OTHELLi ENOW • BUCKS ITV: DIRECTLY PUTS \S T,i UI IX Qti 2%WTD 4. U:. Al 0q SITYlL5E t0RF BIl[KS 00. DIRECTLY INTO N ISO:fFv/ e-Cy,®,E{E .^.1:::H- f cPJM(tK,. At•CIOR SNALL PE lG MIN EMBED AND I' MP S. EDDISTANCE. C!S. ICE IS ACC F-TAA FOR A. .. 000 AVCiCRS STi N TO WOOD BUCK OR HOST STRUCTURE (G-G 3 MIN W033.: B. ITOJO HOST S111UCNRE' • 014 LVOOO SCf1EV5\YITH 1-ij2't:Lti TNRJL TEYEi Rf�7iC:l' T. AriC40RRE cAiS� DiSENi•_E, FROM THE CO%D D, E AHD]/4 MCI WS D(STM�. 'Ta IC ENT FR(IFU THE (E SHAPD • ]/4' 1/1G SfilEV51VITr11-1/r t9rt. TiLREAD PE;ITRARGI AND tTOTTC: OF I OFFICE MOOD' E 3/4' MITI EDGE DISTANCE. I CO"'FYIANI OFFI(:E PROIXAT C C.0:711RIOA5 DETAR ED Y.EREN ! TO 1G GAUGE MINIMUM STEC. STUD: I RE-SPT.CFlC NOTICE Or ACff1 • 014 SAE. GRADES SHUT N.ETfl SCREW WITH RILL THREA^ SIGrlfO, Of'ED AND SEt1ED 9Y ]UST!FY TM CEV:AT.ON. ENCAGEMFNt1HR(fUGN STUD AIM 12'MTI EDG`. OIFTANfF 8. FORSWI!`=5 (RkWFL'DN I+AXtMUN GESTA::CE HtGY COfD 9 `ASH .EEXIAU1.1S0 All i:! :' C:uiP.:EAS ARE i. TC ADE � 52-125 MAX FRAME WIDTH (EIICUDiNG HAIL FIN OR SIIAFON FL NCE) MAXT'C O., IYP. 2 12' r TILT WTOI 2.I'S7 LOGTID AD M�ASSEMBSASH LYWTL fi/i FROM-Ir/ o 0. D.C. of X rMAX, lYi. w Q IN FDCEEA R(:FIO yl- BE EnNG d I¢ETING MIL AND VENT SASH, SFE SECT10N5 MAX FRAME SILL ' FROM CAOI IAMB � 52.125"x75" HALF -ROUND W/O CLIPS 2 NAIL FIN ANCHOR ELEVATION q tLTS. EXIIERIOR EIEV NAIL -FIN ANCHOR SCHEDULE: RECOMMENDATIONS. TO WOOD BUCK OR HOST STRUCTURE (G=0HIM5 FWOOO): 5- RRECOMMENDATIONS.G TOIWLLOWATIOr. • 014 WOOD Souls WITH I-I/r NIN. THREAD PENETRATION TOW FACE OF WOW STUD AM1/2' Nin ED(F DISTANCE. STI1D (Le. 3/4' FDC.EE • 114' WG SCII",S WITH 1-I/r M1N. TNRFAD PBGETRAT•,IXG AND rMn �� cim\rn nTE_ g MIN EDGE DISTANCE. WELDED ENDS OF RADIUS OR ROUND TOPS SHgM FIE 'M THE FUSION IME DS NOT IX®INGTHE INC. EXISTING CONDITIONS MAY VARY. FIELD VERIFY 0 4 E� 9 01 s 36.Wr MAX FAANE :r1Dm 36.000' MAX FRAME N:DTH (EX LZING NAIL FIN — (IXRUDDIG NAIL M. OR SNA? ON FLAK) OR SNAPa3N FIAM(Al GLAZING TYPE 7(B• INSULATED LAMIHATW t 033SP MAX O.LO. Wl I �0 I /j —•+O• -LO. \YIDm UN a tBt O:i F'iXFD SASH I Y 51.J7 G1::01 ON FIX® SJLS1 SASH CAM LO«7SSzmELt','J,TLti I/W8.1R• .LOCAi bye LOCATED 6.SGLASS BTIE ROM EA61 END 6OOZY CORNING 995 TRUCT L SIFICOlE V V x � �/(j\J B C V.4GULSS SETTING BLOTILTLATCH LOCATED O\���z (BS DUAONEsY EOGEiE01 n AT CACTI -NO H��I.I I 0 I - (ry -- �i T EAOI ET LOCATED w 14 c sg ---- ----- ---- ---- I ;i ie ------------- GLAZING 2u (� i g� !I of TYPE (� o f 778-IrLw1ATEo 1AMINALED O III %�I IeF.IF'%ORCF3a�'JT a // O REIIFFOROFMEIR IN FIXED Ml3.TOJG RAIL OC ( 1 MEETING pA:L Jw I AND VENT SASH, 11j72'GAPk&'R"=M /- M S® U \"' 4NDc VENT S.UIi, a / ERIAYER Vi-0,75.0.15• SEE-ELTICI:S V V SEE SEC[lON.S ]/14'A1O1 Ri FR ,E �I 3B ITESILL. 3' F'LCM EACH rlis I II i I 10 11,7 3 RIRNG 995 LICRAL SILICONE EXTERI R `IOR.GLASS SETTING BLOCKSEQ�1HtfO-F: SEE A:iCHCR 3J.110YAX O.LO. W87TH R)0.75^A.IS (B5 DUROMETER) O.l'ACRVi SASH EL VATIONS FOR 0.Y ACT.I'E SASH WEFAHOLES 1N, FRA:F 0 ANCHOR V3LITIOEIS. SILL, 7' FROM EACH JAMB 1. 13 Y SEE GENFAAL NOTES IS AND 06 36">:72" FRAME 3o"x72" FRAME 3 GLAZING DETAILS MINIMUM i STANDARD ELEVATION 11f0LIPS GRIEL ELEVATION 4V/0 CLIPS 5 N.iS. VERT SECTION C N.T.S. Fes: �103 REV `IS N:i S. EXTERIOR ELEV ALLOWABLE DESIGN PRESSURES +65 PSF L--- --70 PSF RI i ♦ o_oJJ Mfii Q�s�t9�J 2 36.000• IL1X RV44= W=d 36.M MAX FRAME \YIDM i � (E):CL.VDD:G SNAP -ON FLANGE-, (EXCLUDING NAIL FIN) /( o' 61 AIAX I .. , i {- 6' MAX 4- MAX i MAX,, 4• MAX r.1p.I 6' lttx I TY, I 4' Nwc _1—/ ` jDDIDiES araa�o�J i' i --� 4'Mui j DENmts ANawri -_ 6'ruxl THRoum WR.ViE, I THtDUGHNAILIDN, SASH CAM LOOK TJPICAL ALL ° . —S ! TYPICAL ALLSID.- ASSENBLY, LATCH i oT MOM EACH END END G) - I (//{\J(�g •� TILT LATOI SASH CAN LOCK /LB TILT IATCH p V V LOC ATED AI u T ASS—Y. LATCH LOCATED AT s q CACH ENO �,, g LIKATED 6.4• EACH END = G ` ` a•� i ALLOWABLE FROM EACH em + ---- -- .----------- DESIGN T3\y. ` �cu,srERO=(3)AtGCHORS j '-)- PRESSURES I S Ai EN0.5 OF tLJRIZONTAl. - �SPACED W O.C. REINFORCEMENT �' J C'Y" c +65 PSF REINFORCEMENT IN FIXED �L `l d Di FIXED \t MEETING RNI ii I -� "(f j -70 PSF MEETING RAIL •••///��` mf� AND AKDVENTSASH, i SEE SECTIONS /� II�• SEE SECTIONS (210.Ii ES IN f!1 (2) 0J5•W.1S YIEEPHOlFS U7 +;� (6• NaX i NOT6- MIMMUN MIQIOR SPACING aWIND HEREIN YJ!£rP)IOLB DJ _LYTO DDDI STAIR)AFD AND OWEL WINDOLYS.III 4• AfA% �I MULMFSILL, 3• / i-_ FRAME SILL, 3' I FROM EACH IAMB / - 1 FROM EACH NNB )B'CAxCI (--•e'M.LT 4'MA% 1..r 4'W11( 36"x72" FRAME W/O CLIPS 36"x72" FRAME W/O CLIPS 1 THRU-FRAME ANCHOR ELEVATION z NAIL -FIN ANCHOR ELEVATION 6 V.TS. F%IERICA RLi 6 N.TS. F]GTITUOR ELEV THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: NAIL -FIN ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PS: MIN CONCRETE HOST 1. SIZAI:CH.RELEl'ATION..CNORLOGTIDNS,ViD)OR—CING. TO WOOD RUCK OR ROST 51EtUCEURE(G=DS5 MIN WOOD), 2. AN!:VJRSSILA:IDERLSTALLEDDIA000ROAI.CE%'.'"H NUFACTUZERS'UcC ',ESDATIONS. STRUCTURE . 1141W)CO SCREWS WITH /-1/2• MIN. THREAD P67ETRA770N 3. E!tSJP.!: M:H'.MUi1 I. 3).,E DISTANCE FOR ALLM:CHORS i0 CONCRETE 6 TO HOLLOW BLOC`- • 1/4' lllf CARBON SlCil TAPCOt5lHRU 1.: OR 1X WODD I l'Y_i55 Qi11ER\ _ NOTED MEPFIN, V/HEy FNCHCR.S FASTEN TO NARROkV FACE OF WOOD S UD AND 112' MIN E1IGE DISiAtICE BUCAS OR DIRECTLY INTO M SCNRVj CO:)GiCTE WITif 1-1/4' 11 FWRM1G, ARCHCR SHAU- BE LOCATED IN CENTER OF NOMINAL 2. (MUU WDOD STUD 0.0 3/4' EDGE • 1/4• LAG SCREWS WITH I-I)P MIN. THREAD R ETRATION AND NUl EMBED AND 3• MIN [D(L DI57ANCc I C51AKCE 15 ACCEPTABLE FUR .man lot mntx�rnyiilt'a )svn rnel" Oc \mTn 1.-Irtr cmrnwc_ 1/2' !UN EDGE DISTANCE. TO WOOD BUCK OR HOST TRUCTURE (G=O.Y_ • 914 tY00D SCREWS \YI'RI I-1l2' T:R:, TI::FAD PENETR:,'r AND 3/4' Mltl EDGE DISTANCE. 1/4• LAG SCREWS WIT:! :/2"P.I%.THRCAD ut::fW,TT�N,V:T 3/4• I= EDGE os"(`. TO• 16GAUGE MMMUM STEELSTUD: #14 SAE GRADE 5 SHE-, METAI SCAFW V:ITH TIV I TI Px C - ENGACEa:eWr r.R:cua1 a::a A•:D 1R' )::;: Erg_ .ls: a::�. �r Appwdowom�mptycgwNUc Dme os Z/2011 _ r K2V Z6.p ( •g A lF 0D3`..IAX FRAF^.E-lNDM (EXCLVDENG ILIIL FIN CA SNAP�ONFVJ7G-q I ALL04UABLE z / DEN07ESMCHCR y— THICALW-SIDES t4` DESIGN_ PRESSURES jTli1CAL Ati SIDES -\•l' • q� +�i5 FPSyFfS. V Ii��MAI(, rvn. w -70t'i —iUIj I 4 L� 3 <sa+7\Jn(/(cavj\a foes TILT IATCU z 1 LOCATED AT �o i - A55F]!BLY, IATCl/ LOCATED EACH E\u i `< l ]• I 6:;' FROFI EACH ENO F / $ t i CLUSTER GFIgR'20:ITA., �TYP -O 3 V lYP ! CLUSTER OF --ANCHORS I 1 3` MOTES. : A _ _ _ __________ ,. I j: didDRRA A.YpgR SPACINGS SHOWN HEREIN _.-. J YVRNDO %S STANDARD AND GRILL i i III iS 2. THEFRAHc SIZE, ACTIVE SASH DL0.ANO SPACED 3' O.G J c z fI%ti) SASH D.L.O. OF SHAPED UIUTS SHALL FIT ' S _ s u 'SlZZTHVI InE OIMEN3:JNS SHOWNFoz \,/ RECTAA'GUtAR UNTIS ON SHEETS 5 AND 6. J1LY 1 inFORCEHET:I _ Il`. F011 U. HEf1t:G RAIL j1 3 o A�YEA.i SASH, A U EL. SE/.-IIOS75 �i� 1 ( D � I '6S MR WGM HAR-PEN TYPICAL ALL SIDES F1AX NNNi �1 y r G� ;A yLLy 3 .SASH GAM I= LY, LATCH LOCATED FROM FACH END / -LOCATED TILT TED AI T o14 S z w,A w E: FACM ENO f E�_ M 3 IN FIXED METING AN. mE ANDVENTSA/ g^ z RI ays SernM F.TYP. q �m yY. F u 8 u dU -------------- -------I t_ _ -_ - � Z. E 6" MA% -- __- - -" 1 ♦ 1-6' F41% 2' MAX -__ _ —_ II 7'R ` 2' HA% 610.:: I '� O.0 ) ]gs� 5 6 MAX, 1.L rHA+,TYP.. 1 1� ll "6'FU.% 2 MAX I 1191t%, TR. 2 NA% (2) O.T510.14 W EEFNOLES C,1 (2) 0.751J1AS` WEEPHOLES IN NOW; sIU-, M' FRO'•1 EACH /A113 PRAME SGL, 3' HIGH EACH 1AFIB 36"r•72" ARCHED W/O CLIPS 36"x72" ARCHED W/O CLIPS THRU-FRAiIIE A14CHOR ELEI.ITION z NAIL FIN ANCHOR ELEVATION s 7-,I N.TS---F%TCRIGR ELEY 7 N.TS. E%LECTOR RFV L THRU-FRAME ANCHOR SCHEDULE: I ANCHOR NOTES: NAIL -FIN ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PM MH C1314RETE HOST (; STRUCTURE: i 1- SE= ANCHOR F-EVA170:1 F011 AI CHOR LOC::TIO•tS AND/ORSP.ACING. I ANCHURS EHALL U INSTAILED )t1 ACCOP.WZICE %%'" HA4'JFACPUREW RECQIU4 N ATIONS. TO WOOD BUCK OR HOSTSTAUCPORE (G=0.5S KLN WOOD): , 014 WOOD SCREWS WITH I-1/2' NUN. THREAD PENETRATION g • 119E TRY! CARBOII STEEL TAPCONS TI4U i%OR 2). 1:1r!O 3- Ci:SU:E FlltIIJIU+: I' EOCE DISTANCE FCR ALLAUOMO c O CONCPE' B TO HOLLA\V BLOOL t,- 11t:..T55 OTI'z-R`:.'6E HJTm 11ERE1:4 WV.ERE At:plDt5 `ASFQi TO NARi9W fA� OI' WOOD JD Alm 1/2• FON EDGE DISTANCE, g BUpCS 03 DOlELTLY 1tH0 NASD"0.Y/ CO. J ::TN7 !-]i-Y FRMTAIC,;J:Q,O:l S`:W- BE IACATM IN CENTER OF WON It 2[ (FUN) WOOD STUD (Le. 7/9• ERG-- U2 • I/T LAG SCREWS WITH I-' HIN. THREAD PENETRATION AND F I Nm El'EEO AND 1• ;im EOCE DISTN:CE C15NJ10:15 AC�EK muz FOA-aum5 TO WOOD FRAmrm WCCD A,YCFORS SHALL NOT BE DLSTAl1ED INTO THE LORAIN OF WOOD HOST STRULTURc- 1(2• HEN ©CE DISTANCE TO WOOD BUCK DR HOST STRLC7/IRE (G--ASS F[iH t':000): I G. YJ�'O&U STRUCTURE SHALL BE 50VFHER.'FINE' G=BS5 OR GREATER DENSITY. !- N.'p10R RE 0.',:MSYTS AS SYCWN HEALTH iNClU01NG RL�dI -I • C191Y00D SCREWS WITH I -I ' /2' HID. TFP.FAD FEt1ETRARO'1 HiHIF91N FHP.EDI/F31T AND ®(i IIIT VSCE FXCW D5 SNCOO, FCAM, FnIpC ANDbDTcR WALL FIA191Q FOR SIZE CONDITIONS 0-JWN`00I52 AND 7W' f011 EDGE DLSTAN[E. C5-ERt- . FROX DIE C09 G0.11S DRPIIID Hl]IIIN WITHIN WE HYIt2. A Qi:-TOIL SITE -SPECIFIC i • I/9•LAG SCREWS WITH 1-)/2' MLv. THREAD PENEIRAT1311 AW 1 TICEOFA,g:EM`.CESY,ALLSEATRIIDFORAkOSECURMFM4-PEMIAMI-DAMBURD R.QIDS Z 3/4' ma EDGE DISTMACE. CO, .NJ-CE OFNCE P•RCGJCT CONTROL DONSICN. FOR• SITE CONDITIONS DIFFERENT FROM THE e;ru� 03 PAGR R[sOvrtm 1 T GStiufR.^.16 CRARIS IICIRCIK OUTSgE DI_IMa DF OURDRAi OFFICIM NAY REQUIRE A ONE-M< SITE-SPECIFICI:OTI�OF ACL_PFFNL7: BE 03TAIU�D,DRMATSrMSPECIFIC DONMEINS BEFHEFARED, T016 GAUGE HIFDFIUM STEEL STUD: Apy-d .pL-&.ftde I SIGti:G, DATES, AND SMLED BY A LICENSED �GINEER OR REGISTERED ARCHIIECT, WHICH DETAIL. AND • LL4 SAE GRADE 5 SHEET METALS CREW FIN DGE THREAD EN WGEHEtJT D6TWO1 STUD AIlO 1/2' FIN EDGE DISTAYCl, ]I�. FTF.E DZTA SHAPES li[REIN, THE FUSION SHNL Da>m /20(1 B. FOR UANFIED tYEIDED ENDS OF RADIUS 00. RWIDI TOPS BE z = OISO FF,LYI TIi- FUSION WEIRS t10T pRCEED]DG 1HE GIM E' lt7ill R`: = 14AX:.. D ERS "ERE- 1'.n%:FRI.+: ME PYSICE FHOX CORNERS NOTED D rRA-I $- t%NE.d�E%IST:t:GSTRIiGIRE t$Y1000 FW,Aflf G, :7fI$IIA'G N1gITI0i:S 1U1Y VARY. FIELDVERIFY 1-� THAT FASTENERS ARE INTO AOEQl1ATE YlOCDFNUIINGF SERS, ROT INTO PLYWOOD. ID. OPOI OO. M P�RFSSURE l"RFATEC YIOOD 9U005 (BY OTHERS) SHALL BE ANCHORED PROPERLY TO 'FMIQ t_ CD�M/aIM. FL DING36 N' MFI FRAYS WIDTH I J6A00' LAX FOR S --ON OM6 (f%CLLIDING NAIL FIN OR SNAG -ON FIFttGe] -' -(ExCWDUTG NAIL FIN OR SNM�ON FTANGE) 'B•O. 'Iuv IIv I 1 >• o.c ALLOWABLE Z o"g^ DESIGN PRESSURES. WU1 `�*o 1 6• +65 PSF O Z¢ 'uu f; i ®L«�T �'.� 1v MAx -70 PSF 2. Z O c i CATS .11 I �Q(, a ii` LOCATED EAT Lax � W W J�J�b,SASH can IDO(eNWASSEN.PIY, LATCH LOCATEU - ASSEMBLY. LATCH LOCATED i Q O1 c i ' I 6 s- FROM EACH END '; '' ur MAX-}- l� ITP 6%' FROM EACH END •1„it I •te4________. ..-.____11_3 NOTES: L___ I ! ° t—A 'tYTOEOIS KDARD -SHOWNHs1Ew 'A`- `CLUSTEROFr ANCRORS-l- WIUDOW .Slk-=AND WINDOWS SSHO l,z THE FRAME SIZE, A ACTIVE WwoolvsL.O. AN HERE AT ACED OF H�20NIAL ` `o i Z FIX FRAME SIZE, ACRVE SASH NITS AND E j SPACED 7`O.0 I FIXED SASH DIMENST SHVED ISSHO1UMStO1LLFTT ozg [ IS WITHIN THE Dtt¢NSIOYS SHOWN FOR 8. D.C. gg �( .. �I RECTANGULAR UNITS ON SHEETS 5 AND 6. REINFORCEMENT nA)I, ryp, �? 3 REINFORlZNE4T �' 'Fl Fe m �� 11 INFIXED D d ! F•FETIIG PJiLL III i MEETING RAIL T 1 AND VEITS:SH, `II, I � AN'0 VEYTSASH, ,1 _G ykI U A SEE SECTIONS�l1/Nu/ SEE SECTIONS 6' MAXit 2-� 2' MAX ��'j1 u D i 6• IiA)C I e T t� 13� YMax, IYT--{ G' MAX 2' MAX O.C. 13 I,X � Y MAX (2)O.TSO.0 1c015°iYEc-FiiGLE£IN (2) D.T5.1- 3- F OME ACH IA In FRAME sit 1, 7' FROM EACH ]-iL;3 FRAME SILT, 3' FROM EACH ]AMB 36"x72" HALF -ROUND 'A/0 C:LIPS 36"x72" HALF -ROUND W/O CLIPS g 1 THRU-FRAME ANCHOR ELEVATION Oz _NAIL FIN ANCHOR ELEVATION {: I g errs. ,TERtcR F3F: g N.T-S. EXTERIOR CLO g ANCHOR NOTES: — �222 � THRU-FRAME ANCHOR SCHEDULE: � NAIL -FIN ANCHOR SCHEDULE: TO HOLLOW DLOCK OR 3192 PST MDI iC.XORETE HOST L 5EE A'tCNOR 'E_NATIGY TOR 0.4pi0i LOCanCttS ANOIOR£PA�NG TO V]OOD BUCK OR HOST STRUCTURE (G_OSS Mlif WOOO): � 6 STRUCTURE = A.Y_+-.OA551L:IL OE INSTAWITTACCDRD,I C i MANDFACRIRERS R'cCOFD1ET01ATI0N5. . Al9 WOOJSCREYIS WITH I-1f2'MW. TtIPfAD PENEIRATICtI • Ua•INY CARBON STEEL TAL(D.YSirIRJ 1X OR 2): tL03] 3. ctLSIU:£MtlITIL'Ft !'ED^uE DISTANCE FOR ALL AF:OKW MCDNOtRE&TOHOLLDWBLOOL a. NLESS CTH<RA75E NDTED HERFLY YAOHE ANQIOfS fASTEN TO NARWV FACE OF WOOD STJ AND 112• MIN EDGE DISTANCE BIlOE CID DIRECTLY INTO MASONRY/ CONCRETE YETI, I-IN'q' F 13NG. A:1iiOR SHALL LSE LOCATED ltl �EMER OF UOMI.A 2x Q1LY) WOOD STUD (Lt. 314, EDGE 1/q' IK. SCREWS WITH 1-1/2• MIN. THREAD PENETRATION AND MIN EMBED AND T• MIN EDGE DTSTANC. DISTANCE IS ACCEVIAaE FOR ATIOtORS TO WOOD FKANUNG T/2• MIN EDGE D15iANCE. ®� 5, tY00C ANCHORS SHALLNOT BE It lA1 UITOIHELIMGRAINOFWWDHOSTSTIWCIUAE. ff 1 iO WOOD BUCK OR HOST STRUCTURE (G=O.SS M. WOOD): i . WOOD HOSTS TRUCTURE SHALL BE SCUIHERN PINE' G-045 OR GREATER OETISITY. • ILA WOOD SCREWSWITH 3-1/2•MIN. TM'FAO PEtIEIW.T:QN 7. ANCrDR REt)UfR6AFtR5 f5 SHOlYt/MERF]N •NLLUDD!G MRBHIM ET0.'OYEii AlD EDGE ��3. _ AND 3/4" ION EDGT-DISTANCE. DIS,1Y�, [XCiliDES SNLTD,1, ERIRX AID �iHFR YfFTt NNISHB. FOR SIZE f-0tDIFIDtS DIFFF.,3E:R T^FI TH-c WNi)!TID:S DETAiIID.`fTREIN 1YRHIN TILE IIVFQ, A Oe:E-71ME SITFSPECIFIC • ]/q'LAG SOREIYS YfR-rll-1!2'n]tl. i1NEAO FEIITR.:`IO.°i A•:O NOTI(FCFACCEpTANCE511A[LLr-APAIEDFCR A\DDAS...:"O"F:TIEHou"'NOEL BUKDING COD= LO-]VIIN•OOSSE7 �V4"INISTAtICE. CON0i1110111OITFCEPREREIN F .ITHE li i,z, I' W",. OFFI IDDFEREMFROMCOXC!NONS DETAREO HLItEIN OUISDE NIE IM+Z, IH£ WILDING OIFICfAI FIRY REQUIRE A ONETD!E10- TN6TEESSITE-SP_CTF IC NOTICE OF ICCEPTA:ICE BE 05TA1NED, OR THAT SUE 51'ECIFICDOOTMENT5 ONE-1�IF���,LEoacRlaRB!"GT�ED, DATED ANT) SEAI.F.D BY A LICEN5ED ENMNEE L OR PLOSIER® MOBTECT. WBICH STAR A:TD5mbRClxaTI SRIDART Ir`HIN FOCI GIST?N[E. I 9. TORSli.PS QUALIFIED HEREIN. THE NTSIOX'N°E�tD BIDS OF RA!,IM OR ROUYO TOPS SMALL BE $Ol( -' — - TPE{T:D AS CORV S°t:TTH NHU!OR OLSTA\CES fRO4 THE FUSION WELDS NOT EXCEEDING THE AVSL=LFGZS•Q( �ei '. T'Y.iY.UM DISIA:tCZ FROM coN'•RS NORn NERETi, 9. RTiE.F EXfST!NG STRUCTUR.: 5 WOOD FRAMIN', EXISTING CONDITIONS MAY VARY. FIELD VERIFY O THAT FASTEURS ARE TWO AOEQ;IAT: WOCD FAA: ENG `:EMOEIS• NOT INTO PLYWOOD. _��i9iu0P1_-01, PRESSURE TRFfiTED Y:OOD Cilf](5 (BY OTHERS) SNU.LL BE ANCHORED PROI4 vTO �m _ SL125• MAY FW.E VaDTI ROTE: SEE ANCHCA 52.1 S' MAX FPAME WIDTH (EXCLUDING NAIL 1lN OR S?b -O.V FLANGE) � ELEVATIOLO FOR (t7(f1lIDR:G R^.LL Fl:! OR St1AP-ON FlA.4GE) - i At1GiOR LOCATIONS. 48.5C• FI{J! D.L.D. YpOTN ! i 'i // 4050' MAX D.L,O. WIDTH — CH FLYEU SASH iI OM FIXED SASH "I SASiG+M1ccn rSAS.YCAM LOOK ALLOWABLE g V ASS c4E'_', ASSEMBLY, Ta i LATCHLD«TES t LATCH LOCATED DESIGN PRESSURES CI- FRl1>: FACT I SE I?/- FROM EACH - q 1 i _ w W s EI0 +65 PSF mTLATO `x� �p —75 PSF LOCATED ATEACH END F i F c p x S TILT LATCH- 1 Hoy r` LL @ O I{II G O L^.,('ATED AT i I 1 ^I- �•/III ID d� EACI END-------------------- x z --------•--------" GLAZING TYPE B T.z o D '� 1a I � •INSULATED LnnlnnTEn 4'FRGF1tgRIIf11TAL _ i TO Sti41QR, < I pa "06.0 AN T'PL .'1EOR1.5"JEi N) n I' 4- n 11/32' GAR 0.090' DUCONT SGP 'k I Jri y f L 4' FRC•: HgF77lARAL I i - I 'vf I C �I! � � TOSL9HCP, �y OR P/A"NIERIAYER I `� TIST'ALLXIIHSCL �6 ]/L6•ANu 1/B'u!n I' 1 Q z I. Mtn. R I o I!' �, RE7TC-02C+dttT t Q v RELNFOR()=MENf \ GLASS BYTE �•. 'Y FIXED �7,i INFIXED ] • '+ ` Mf21:tdG RA.L ('] I o HEFTING RAIL DOtV CIXLNING 995 I.. L1..il AND VENT SASH. g t AND "I', SASH, Y STRUCTURAL SILICONE C I C:I nv VC 5:�.11 \ I%� SEE SECf10HLS EXTERIOR RIIERIOR v -S:c SEGTIC::S �LFS � _. - _ IL-_•_��__..-..,__._v_.._-..,.,_u.. '.I t _ '' _ ___ GULS5SETTING BLOaS BY D CH • d ..... --'`• .2) l-FOLE it �4QO0'MAX 0.-0. tY1DTH '(2)O.]5'z0.1S 1 tl I 3• FROM SILL TO SF SH XP, 1(EE:: OL=S LN ON ACIIfl: SASH %YEL-OLES UN SEE GENERAL NOTES 05 AND 86 TYPICAL BONY 5:DE5 : R•J^E Silt, ]' FRAME SILL, 3- FRO:-:YACH111"a 3'Fi011SLL_TOSASH CUM' FROM EACH JAMB 3 GLAZING DETAILS MINIMUM T. fKCAL BOTH SIDS a 52.125"x75" FRAME -LIPS52.125"x75" FRAME 9 N.T.S. VERY SECTION 1 STANDARD ELEVATION vd/ --. [� ORIEL ELEVATION 1N/ CLIPS 9 N.TS i i `..O.t EPI l 'S / :Nss. EKTERIOR ELEV 9 6• NA%- SLlZS i AX FRA.NE'MOTH -(EXCWDING 3iAP-t1N FVJ:GE) BJO.G { F FIAx,%, TYP. -f 6• MAX 1 j 6• F'A% CELDTES ANCE.OR -�- TYP/CAL ALLSIOB •J r 0 TILT tAT H B /\�i iu _ LOGTrD AT EAa EM SASH CAM LOCK - S I' wsse:LUY, IATa: �'fh g RED / Q�Q ALLOWABLE I� /-CUI.STEROF(6nnatePs—�''"�6 AT Enos of It13R1za/rnL. f DESIGN PRESSURES 3•� SPACEDTo.c� +65 PSF REI+FCRCER,ERT FA' III EO X-f I -75 PSF NEETRG RAIL AM LFUT SASH. ( )pp. sEE SECTIms �V J o CI1 m I (z) 0.75'YO.IS NO761IMMN: AYCHCR SPACINGS SHOWN HEREIN APPLY TC BOTH STANW.RD AM ORIEL YM0011M j- YI,01I1 lFS IIt WANE SILO 3'1-RO?I CACIIA 1 6•NA0 = MrX MA%, IYP. 52.125"x75" FRAME TN/ CLIPS THRU-FRAME ANCHOR EL EVAT!ON 10 N.— E::'En,O3 ar, THRU-FRAME ANCHOR SCHEDULE: _ hNCHOR NOTES: TO HOLLOW BLOCK OR3192 FST 14IN CONCRETE HOST STRUCTURE: • 114• 9 UJM(YN STEELTAFCONS THRU 1X CR 2:C WOW BUCKS OR DIRECTLY INTO MASONRY/ w'ICREM Wrlh 1-114' MIN EMBED ACID r MIN EOC= OISTAN'.E. TO WOOD BULL OR HOST STRUCTURE (G=0.55 MIN WOOD": • 410 CtCOC SaEYrs WIITI 1-]/r MLY.TiUI'AD PF3IEIRATf)N No 3/4- NIN EDGE DISTANCE. • 114. LAG SCREWS WITH I- • MiN. THREAD PEt1ETRATIOO A.•13 , 3/4• MIN EJCE DLSTAICE TO• 16 GAUGE F'3HIPIUM STEEL STUD: /l4 SAE MADE 5 SYEET METAL SORRY WIOI rIAL THREAD ENGAGENEIT THROUGH STUC IJ401/2'Mttl EDGE DISTAM!. i 52.12A NAIL FRAME WIDT11 (EXCLUDING NAIL FBI) T O.G DENOTES ANOg0. T110.01IGH NAIL FIN, TYPICAL ALL SIDE B' D.C. Ftnx, TTP. � LILT LATa B F LOCATD AT ELa ER) SEEM uz LY. LATCH ASSEMBLY, IATa S LOCATED 6's' FAa EtM.__. u . `RRON REINFORlFD1ENF \/ D`OT o� Dt FDLED 'X\ rM MEEITNG RAIL AHD VENT SASH, SEE s oNs © . (2)0.75%O.IS tYffRlOIFs IN FRAME i sTu• 3• rnoN EAa 1AM9 T M6x�-� -- -- i— +Matmm- •..-- I Irrwc 52.125"x75" FRAME W/ CLIPS z NAIL -FIN ANCHOR ELEVATION SO IN.TS. EXTERIOR ELEV NAIL -FIN ANCHOR SCHEDULE: TO WOOD DUCK OR HOST STRUCTURE (G-0.55 KM WOOD): • *14 WOOD SCREWS WITH I-I/2• NIN.INRELD PENETRATION AND 1/2• MIN EDGE D6TAn'LF. ]/4• LAG SCREWS WITH I-1/r MM. THREAD P@IETRATON AIM 1/2- MIN EDGE DESTANCf. 1� —� ALLOWABLE Y iwL DESIGN PRESSURES +65 PSF MAIL 9.57'D.C. ' -- -75 PSF 'IIDX, TYP.--_.-- —' 1,2 ILr U.Tai J 14 3MTFD AT S2.12.5MAX FRAM E WIDTH __—(E%a11DING NAIL FIN OR SNAP -ON FLANGE) \ T D.C. L KAX. TYP. Z.T �+ i�=" I i DEN OHES AtiaFI- A TIIROIIGH NAIL , FINN, MAX TYPE cuALL SIDES O © g ,J------.._ 2 LOCK ,at Etc i 3 EM ASSBLYIAT, N LSASHLOOC TE -TILT LATCH s i S," FROM EACH END / LOCATED AT N NOTES TT� no 1. f±IPIt4UO BOM STANDARD NDAR AND ORIE HFAf1N ___ _—______—________ VaN 70 BDIll SfIONDAlRO NU) ORIEL f THNo0W5. 16 4 ITOM 2. THE FRAE'F 51ZE, ACTIVE SASH D.Lo.. AND o FIXEO 5AR1 D.L.O. OF SHAPED UNITS SFIA!1 FIT R/`N- REI1lWRQAIENT o 2� WITHIN THE DIMENSIONS SHOWN FOR TOSASHCLIP, WITX® B•O.C. n ? RECTANGULAR UNITS Off SHEETS 9 AND 10. BOTYPITALTM� MEETING RAIL Fes• Tom• AND LENT SASH. i -SEESECTIONS 6'MAXJ i— I 1 `6'1tAX 6'FJAX 5'rt:Y 13 B3SaG _ r FLti:, f, 41) G.:Sl0.1S tYFFPHC_ES :N- CH filAE1E SILL, 3• FROM FFai 1.l:NB 52.125"x75" ARCHED W1 CLIPS �F THRU-FRAME ANCHOR ELEVATION ION 11 N.T.S. OUIXOR`.EV THRU-FRAME ANCHOR SCHEDULE_: i ANCHOR NOTES- HOLLOW OLOCI( OR 3191 PSf M1N CONCRETE INOS: N ANCIDR BEU1 l 1 1, ANCHORS 2. GNaiCP551!..II. BE U'R'i b7RUCfURE STRUCTURE. • 1/4• mtl U.R130.Y S7F3'LTAP;.O.'NS T 4.R IX On 2): \'tOOD ]• ENSDRE HNNJ✓.WI 1' ECG! 4. OOGRIU `%f1I`: J-3; J• BLKUX DIRECTLY INTOEVCz 9 G. AL E FT(A;!tNG, fNCTiDR ,ABII HUI E BE STAM-00.Y�E(E MIN E43� AND I'MIN C[:GE D15rhN:>: � { FCRAI D•S, MO A l� DRS FCR AI YroDD ANCHCiLS SNILLL N TO WOOD BUCX OR HOST STRUCTURE(G�.SSNW WOOD): I 6. YJOOD INOST SIRULTIRE: • 014 WOCDSCREWS YNTH I-1/2'MIN. TREAD PFNXM%TION ! DIST ANC= AND 3leLAB W"CRREOU:RJ3!RHS; D'.SANC' FROM WE STUCCO, T FROM at v. • 1/4• RAG SaLE•:5 uni 1-1/2' MlIL THCEAD EE::ErR4r) ON A':'l 3/4•fHNP..H DNSrANa. FIMC OF W EStl&L t NDTtCE OF AC'ST.ANCE GLIAl1 E O"ICCFPROWDUCT 8 TO 16 GAUGE NIHFNUFi STEEL STUG: CO!:OT.CNE [ SNTESt'EC!FIC. NOTICE D< ACfFi SiG\:D, CATED NlP SE:1ED dl' E • 119 SAE_RAUE 5 S4 ET MET/.L SCC:/L':: JUSTIEYTYE O'_VC4::ON. Y ENGAGE4ENTTHR000H SIUDAND i)T N. 2CG? DNSrIUiCE. ( '. ]. 1'OR SHAPES OVALI"ED H TUE4TED f_ CON:ERS L•rDH At: :: V, 1,U+. DITRI NCE F/AO!N fSAN T ,nT rFSTLK� uL G� FD�c,' _ i-. cvncunL vz>=ssuR=_TRD ]FROM 5 TO SASH CLIP, ICAL 11, i 00711 SS"IIDES 2',MA% fMN:O.C. TM (2) 035� 0.1S S WEEPHOL FRAME SRN. 3• FAOHI FAa1 NANO 52.125"x75" ARCHED W/ CLIPS 2 NAIL FIN ANCHOR ELEVATION 11 NTS FJIIFRIQI EIFV NAIL -FIN ANCHOR SCHEDULE: 4P1H,iRATi TO WOOD BUCKOR HOST STRIICHIRE (G=05S MEN WOOD); tea,/ B10OL 914 WOOD SCREWS WIi111.1/T HIM. THREAD PENETRATION :E OF WoOD'ITUD A:ND I/T HIN ®GE DISTANCE. Dx. 3/4• EDG: 1/4• ULG SCREWS WITH I-1/2• HIM. THREAD PENETRATION AND 1/T MM EXX DISTANCE. sr srRuouR- ENDS OF RACKS OR ROUND TOPS STALL BE PJSION WELDS NOT ETNEEDINGTHE ,MG CONDITIONS MAY WARY. FIELD VME' R3LS, NO-, tYTD PLYI'fODD. ,,,) SHALL PE /U:Cm HRoPHLLY TO HUGt1C. UG IIA NAY FRAY.E t'IIDTH tAD fUt'pIO0. E::AhC.Y f/1t0.YGCJ� C. ALLOWABLE DESIGN PRESSURES_ +65 PSF z I -75 PSF 6' S — rG L gp NoT : is 1. Y-M(1!UH ANCHOR SPACINGSSMAIN HIFEIN APPLY TO P.OTH STANDARD AND Og1El )' Y = S lYDID0%V5. STANDARD tYUICOtYs SNOTYx 1Foc 2. IIQ FRAA'E SIZE, AC(m SASH D.LO., A!ID FDtS SASH D.LO. Or SHAPED UNITS SIULLL FIT +5= WITHIN THE DIF'V.G;-NS SIiaNN WA RE_ ANGULAR UNITS ON SHEETS 9 AND 10. 8.3.50� 1 ' 1l i (2) O.TS'AD.1S 1:. LFS tN ' FRAY'E''+J., 3' FRO+: E:.GI L'JIR FAC 52.125"x75" HALF -ROUND W Cl-TPS 1 THRU-FRAME ANCHOR ELEV,4170N ( i2 H.TS. •TE:SCR ELFV THRU-FRAME ANCHOR SCHEDULE: i ANCH. 3 TO HOLLOW ELOCK OR 3192 PSI MEN CSVCRETE HOST I 1- S" STRUCTURE: ( . 1/4' MI CARBON S.FFL TA-CO.YS T1.: U' V. IX12Y Y.'OJJ I 2. :.tt: 3. ENS urt SUCKS OR DIRECTLY INTO Y'uO1:RY/ COAO1ETE t;';14 1-zli MIN EA-OCD AM I'MIN CUM: OISOVICL R:ti rl , � D;STANm TO WOOD SUCK OR HG.T STRJCNRE(G=O.SS I=WOOD): tYO 6. ]t'O' • I14 YY..CJSCREWSYtIFN 1-T;i MIIt. OIR`J1D PFt:ETRAITCN AA' O3lANCE AND 3/4' WJI EDGE DLSTAYT. • 1/4"LAG SCRENS t:'IfH"'Ir MIN. THREAD PErim ILL. IC:: AI:D DITElaw Y. Wiceor 3/4' ' c,.vr;ic: T010GAUGENWL!UN.STEELSTIi: °TESPct GYEO. D I14 SAE tT.AOE S SM:F )-TAL S.T.E%V . FULL �.aa. 'N l _• EN4AGVI9R THROUGH SRO AND PEA ED(T: DISTfSCE. �u-n Pf�pp.5N9�FR�P.E. 52.125I FRAPIE WIDTH (OCCLUDING NAIL RN OR SNAP -ON FUItIGE) 6 r MA%,TYP. 12 Z� �� n � 1 r ® r t6 u�3 z�m° ©TILT 0 pp LE�ATEDMAX rl/ AT AUY t W �n 3 2• SASH CAM LOCK A551318Lr, LATCH LOCATED NAY BP . M(M EACH END Y w < _____ _____________ 4"FREM To... D.C.a. 2 TPICAL•) BOTH. X SC. REU RCEME T r'Typ* .C.'0 IMF d 7 ME1111U RAIL <�^J AM VENT SASH, I""• r °a �R(1� ��+ V SE: SECTIONS 3'FROMSRL guP��.& aQD TO SASH CLIP, I(yf^,T .E. ` OONI SIDES 2'PLVC t I 1---- IVY, TT. 2• 7. 13 F. C2) 0.75"YO.LS LVEEPHOLS III- i FRAME SILL, 3' MOM EACH IAMB uJ 52.125"x75" HALF -ROUND W/ CLIPS S _NAIL FIN ANCHOR ELEVATION 12 N.T.S. E%79 REEV �a NAIL -FIN ANCHOR SCHEDULE: a TO WOOD BUCK OR HOST STRUCTURE(G�0.55 MIN WOOD)-ENlO 31IMTIGNS. i19 WOOD SCRELYS WITH 1-I/2 )• MIN. THREAD PETRATIQY )Tv OLOAND I/T 14Di EDGE DISTANCE. EDGE S/P GE 1/4. NAG EDGE DI E Y/ITH 1-3I2' KIN. THREAD PENCTPARON AND I/2' MIN EDGE DISTANCE. i IPUOUIIE. 3 Chi FIrTERrOR- EEI5,H;G E-ass FINISH Y `IRtti Y0.:D HO IWIMETER um )+rr�tlr+R n Ell " RV sgF- _ �f �..15= ilk l7EEPFIClS 3' t l �-. 7 . -1•�'i FRA::E SILL, i 3' li �'�ta lil W. EACH uaia �, PERRiE7F. CAIAI: OTHERS.:r� IWOOMChWl EMERICA� EM51 LTG.:-0.55 FiRtsh. bT '\ F:l:. 1tCi:O HUT OT.•1-s� ISTZ. f,:I E 1 TYPICAL NAIL_ Fil"1 SEMON 13 ri.T.6. vEzr SE,-no:l FURSHOY • onmRS I MUMI'm I CALL BY OTHERS- noT`• 5ff a.eaoa sEvancs rcA AsatoA LA LAralrimGris AiBI 5PAQNGS. SEE N:OfOA SQi@UIF roa :uv EnGE orsru:cEs AVD aas®Marts. OPnORAt SUIEETI (2) 0,7S'0.15- LTEEPHOLES Hr M-,"E SIU., ]' 1 FROM EACH W-M PERIMETER CAULK ER-- BY OTx6t- VNOfoRS PEA TNSU -FRAME VICHOR SCHEDULE E7115FiNG IrOSr STRVCr1IRE � VAX I HUL sxut LN7kWOR 2 TYPICAL THRU-FRAME SECTION VN.r—" VERY SECRON' n 3 m WMI 6WS7 FRGIISASH END AX SHIM -O SASH cm UCK CENTER MA Ix uon 697T FROM SASWI END —TO� G9 LOCK CENTER woob ANCHORS'PER NAIL -FIN ANO100.SOIEXRE EXTERIOR FIN'SN CJ EXT_RbF NOTE: SUE AND QUANTEY OF DY OTHERS �= BAL"l RODS MAY VARY DEPENDING ON UNIT SUE AND CONFIGURATION FERINETER G.IAJC TYPICAL NAIL FIN SECTION AT FIXED LITE S4 N.TS. HONU SECTION NOTE: SEE ANCHOR ELVIATIONS FOR ANCHOR LOCATIONS AND SPACINGS. SEE ANCHOR SCHEDULE FOR 10JUIUM EDGE OISTANCS AND ENBEW(ENTS. F._i5'FGN SA.ii "cti « 6.B7T FROM SASH BUD EXISTING HOST '_ J9. 1 —T, �:iH Ct`: _Om, --IRFA —. _ .5-a i0 5:.511 G1lI LDOK CENTER STRUC,URE-ll _ M1:yY 1NOWP5 PER (( a JF EXTERIOR FlNISHI PERINETFRCMAK BY OTHERS BYOTHERs c� ryW: SIZE AND QDArmn of ON UNIT FOES Ear VARY CONFIGURATION ON UYRSIZE AND CONFlGIITUEOlU TYPICAL THRU-FRAME PER SECTION AT FIXED LINE 4 i,.T.s. 1101tTZ SEREDN - - s aXR eE+a�wua c.E. 1!A` MAX SHIN mCT. DISC. ' r._ EDGE DIST. GIX OSS ION -STRUCTURE z F ¢� � p Ww = �$I'm ]qj_ I wooD ulaoRS - TER HAD.-Fm . pRQrF TEORAE tu ���3 W w O BY O1HFR5 PERIMETER CAULK gg b BY OTHERS Z I -A it ��it Z,n� lg9 2 PRESSUREOPTIONAL Q o a LLO TREATED WOOD RUCK BY OTHERS EXISTING HOSE STRVCIURE i >u 114, n rT, ECM 6 �g SHIM I / 5 F AM ANCHOR SCHEDULE EXISTRIG G-0.5S MITI WOOD MOST DIST. -� aa• / rt�� SHIM: (5 , fOCD- NORL.. PER eLV4FU1'• . ;.- SCHECUIE�:• •_.:-: -: OPi:O:L1L 1 �.. =HREIN EOERIOR "NTSII •� •• j � EYT[AIOR BY onri-ns �+ PEPIMRtRCWn( TYPICAL NAIL FIN M n:n 1'1-'\ SECTION AT ACTIVE SASH W/O CLIPS HORR SE.TTON NOT:: SEEANCHOR EIEYATIONS FORA\OIOR VXATIOhS AND SPAONGS. SEE ANCHOR SOIEDIRE FCR MITRMUM EDGE DISTANCES AND EIHEDMEOS. 1,— EXISTING MOST AHCb Elm Or MESS nT oTne,'i5 RER TYPICAL THRU-rf 2 . JECTION AT ACTavc �rl�n vvtu t.urz) HOW SECTION FIAx - MAX SHIM —'Dlsr.' EOSTING MIN T %VOCD WOOD MOST STRUCTURE UI j �'' :WOOD ANOIaLS AIIO(QR.SOfEW1F t PEHMEEM IR TINEOOTHER FIIOSN AS CAUK BY OTHERS O?TIONAE PRE SURE TREATED W000exal r By OTHERS V EXISMG HDST <�a4yggy�W ym3 no 3 oa3 mG� Z � Wt', �rY.m o6ypw O 1H SAM tATx —MGE EXimr U — GIST. M WOOD HOST 0 STRUCIURE—, 1� - MIN 7-3 tolc------- ---------------- ----------- -------- p HOR OPTIONA, SCREEN EXTERIOR FINISH EXIERN01 w LKERMzTERCAOLK TYPICAL NAIL FIN SECTION AT ACTIVE SASH W/ CLIPS N.Ts. IfORIZ SECTION NOTE:SEEANCIORE ATIOUSFOAANCHOR WUn&ZM SPACINGS. SEE ANCKORSCHEDULE M FM11EMW EDGE WSTANCES . ID MBEDMENM &'lC.OR lie HAX SHIM EXISTEIG G-0.55 MR wow HOST (bL L—-nN-1 BY OTHERS V4TER CKWK eOnlm omotm PRESSEME TREATED WOOD DUO( BY OIHcuc NG HOST STRUCTURE --- ----- - ----------------- -- ---- LEK .OR Lpmrj, zR CAULK by 0�.ERS PEW.ETER CK= BY MHEAS TYPICAL THRU-FRAME By OTHERS SECTION AT ACTIVE SASH W1 CLIPS R.T.S. m;uz SECTION mo EIOR PURS" XTERHERS BY GT 103 A—. a In&d. og la' o) _ - LDd Xlol1 ssv ly:)idkL �,_T EO - slraa _ ST00-NMC-OT ((ml kit XanmmakoarwFa3a ®n•m�msyuvuk[okoad.+.�°wn �.nwenaao:! �l'-� ni n LEI a YdX°tla6'L6'G060Ot$tuWY01e9]h[imw ®tr2Jl eat Lpxe3bV4 �en�3cla-anw :,"P�� / ~ 4 la � a.T ��'31. �uTM 2ucJr3arttXirwr[°�iur���n3lmm�f ,S sxm toYaaioir[mu E ��/� // gg 4[YL>aPl W 4 :tm-'+6L'kLBr e9m�ao wes-m-s ZI, t• L���� 4 iL '/3 • �a2� PkPxB �[,�t c =r aa9.s�aamTe� - rF @ gn s €e'C. Xa!=f Nl-%P1Pq! S-LLbZ[-C [IKi fi£ % / f uIT90 fiiX60ZlL9 -n GMM n X®Plssd sianRRd SNS1DNdd SL9'kVL! HIILdd YU HCIW LE L( i • j e •, 'R' aRmO �NR'S _ stl 4pWxg V'+S aO +aW.'s army 9E li 6 •SAYM +9D-6EII'M° fG21 %m sE 1Y `[GdR'>nA+oN LCS Hid SL' B7 SXSHdd.51' 8t K[9 K Li jl ± zi .sA>QA. W.mV aaS ziieRO�yy� 3 � j zsLIO CC SSSS y WRfiV •siuM [Pk'1 6Ktol 7t I v p$ m y �0 - .NFq/"[ 7X<11k�1 a>t0 ')Z�AS[L9=lV 6[SIOj ii ul4N a -Sao cwaxrt 7vaF V-Wrgi A-zSU SEBID, RC C I inS i M[..I m41H U1a6095L)XL if [4 �K MW A MID .6z 6�,. a T� =[2 ll - s>a�RdA�Pe41 SHSHdd SCX81 SASHdd.W-Of fLloo 8z y b u g F� +�m+H P[ge8 G ww m7o Lz oao .pXc--4.4 [�-s5xad. cX9! Ci[FS— � 9z i j� a '�N E t999) w Xal�OJ.kaB • riwe J L K 6C g Ix[ 0 ©7111-SYLL Bi0 . HIS v VrlelSl Phi I -CH Fi aJ -0SL'Xllil' EE0[0 Zz IT naafi -,I, ✓ 50 S-6m om •Iz Val [MGMPLed o n mall VeSlAPI J SLi'mi571-im-5 11000 61 4PL 3 7PS JIP Wd L SLE' LwT 8T e S fk'S 91P Wd IL.V.t-FXV-99 am aT g FQD1Sy R'1AP>all SHddP 4i'�+1-ORLx9► .00Z XVge CLffi LI ' g I [4?1 uxxp[xpL 91iB7a):�Ld - - ZI 9L' Saoisad4aPav! LNS Hdd 7k9 SZR56i/6 OFEIO Ii TI °Di0 WL-uwO- Calm 61610 OI Et �m XTRiul m[Ws'iY MAUAIIDIli1tl ima P pmll-i9ZIL LOM 6 P", 4.1gg u Arno [mod °!as inC9-SIM 6ma .8 CT 61 , ly � Cz H r P IA y`Y17<+l [PWB Vq9 - V5B 6C6[0 L j / •l� FF��111 [PR1! Oaa6 PHOA niH/ WRS-[S11z fd810 .9 L _ v� C �.• m dR-YK+H Sm IHdsLF["s %S Hdd SL£Tx B3 sz6z110 S / 9 tl01- d• dQ z mmms %C fZfIl 'PR"evR. IaRa• P Y!>6 Pud—>e9 qsA I, S, a 5;>• �UL „ °Xas PP+O sv LL19 �X] %BI0 .E '`�1/ ei � I� n r = RI nomzdn ° Noiidnnsd° uaa°wiu°is UIOEz8118"J 0 •Nail L -s //� si a �m ue q)D F 9L O 3A'opXeV®-dxIKN 3.000' i YID 0.750'{—� OAmr I' ws: �� ! I l�.THERSTRIF HOLE PLUG _ o-pao i 22 e, � 1.�• 2 0.1,-0 12 SCREEN FRAM 7 SETTING BLOCK �L s• = c-o• 606]-T61LL11H 6• a 1•a- , 1r�' Il 0L' _ D300• olmr u a®' O.CuS i �O1M0• •0.215 „ OT'�TPs a $ 0]00• ct_.•�« TTP. ._.._ 0.03J',1 ___3- GLAZING FIXED 1 MAIN FRAME PVC = I-0FVC tt' ••{• 6' =XNTOCT LFORC6067M-T6EBP _ ANWTN. /L1'LRISER iVC 1.910• + O.WS� -.! $ 1-Cb]0• � 10_S"J" v t-1 7� � T 0.065 T'IP. # O.a_s'� t l t'�I.16D•—! �IJEO". I it 1.160•-..� VENT OPTI,Ii,['L 24 LIFT RAILREI�FrJRCEMEPIT1 SNA? I!d FLANGE VENT INTERLOCK O VENT STILE a•=1•P PVC cJ er r-0 � 7a6�tn./ 7 =1-r we 30 o er-0 we we :lt. C"RO_5s ro o 1 12.7a6'--} f--ISW---f-T oa Lnk 10 KEEPER D• - r-o• .�,� SASH LOCK ASS'Y�1 SASH LOCK ASS'Y J1] JO O.o l.-0. JJ3 YO 0•=1'-0' OSl0' O.OGD' 30T D190' D.06D' 0.060' 0375}-1 0290'-t--I O.D50' 03 ]S CMErs 27 PIVOT BAR 36 FRAME CLIP 42 SASH CLIP MMAd ;q; 7,s1pEp S• . 1'-0• STEEL 0• = i'-0• SS !P = S5 rl-'N FRAME CORNER DETAIL �1 SASH CORNER DETAIL SB N.T.S. EICTER'_Oi t ^ 19 t..T.'i. E% MOR E7 i Mir 32 TILT LATCH s• = r-0• we FiLE COFY MIAMI-DADE MIAMI-DADE COUNTY 6WAaU= PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11905 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.ijilaiailda(le.gov/pera/­ Trulite Window & Door Solutions, LLC 8130 NW 74`h Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the exj iration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Francais"Aluminum Outswing French Doors w/ wo sidelites APPROVAL DOCUMENT: Drawing No. W97-18 Rev K, titled ".Series" LA FRANCIAS" Alum French Doo w/ sidelite (N.11.)", sheets 1 through 8 of 8, 'dated MAR 20, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. Approved Hurricane Protection Devices, complying w/FBC, as applicable are required. Limitations: 1. Lower design pressure of doors or sidelite shall control, when mulled together. See applicable jamb OC spacing requirement in sheet 2. The max OC anchor at,sidelite jamb over 42" wide sidelite must not exceed =1,4". 2. Wedge gasket item # 13 (YH-621) is Tekno Apex Co's mat'l, Apex-3174 by Meltpoint Plastic, Inc. LABELING: (Each unit shall bear aipermanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after, a renewal application has been filed and there has been no change in the applicable building code negatively affecting"the performance of this product. TERMINATION of ihis 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 fertnination 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 ## 11-0222.02 (former Arch ' Windows, LLC dba AWP) 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 I. Chanda, P.E. NOA No 12-011&32 QMIAMMI-DAMDE Caunln Expiration Date: July 22, 2016 ' Approval Date: March 22, 2012 `Z��w Page 1 i T Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' I A. DRAWINGS 1. Manufacturer's die drawings and sections( transferred from file # 11-0222.02) 2. Drawing No. Drawing No. W97-18 Rev K, titled "Series" LA FRANCIAS" Alum French Doo w/ sidelite (N.1.)", sheets 1 through 8 of 8, dated MAR 20, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes, gasket spec & Co. name change) B. TESTS (transferred from file #11-0222.02,10-0518.07 & 09-0316.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ' 3) Water Resistance Test; per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum French door w/sidelites, OXXO configuration, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI.04-1402, dtd 09/17/04 signed and sealed by Ivonne Ghia, P.E. 2. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94 along with installation diagrarn,of•an aluminum outswing French entrance door w/sidelites prepared by Fenestration Testing Laboratory, Inc, Test Report No. 'FTL-1659, dated June 18, 1997, reissued on 6/11/98, signed and sealed by late Gilbert Diamond, P.E. (Submitted under previous NOA #9 7-0815.09105-0426.03 Yale Ogron Mfg. Co) C. CALCULATIONS 1. Statement letter, dated Jan 06, 2012 compliance to FBC 2010, prepared by Al-Farooq 'Corporation, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated .03/04/09•and last revised on May 07, 2010, signed and sealed y-Javad Ahmad, P.E. (transferred from file # 11-0222.02) 3. 'Glazing complies w/ ASTME-1300;02 & -04 W QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Envirorunent, and Regulatory Affairs (PERA). E. MATERIAL. CERTIFICATIONS 1. Technical material properties data sheet from Tekno Apex Co's APEX-3174, flexible PVC per ASTMD- 2240, AS,TMD638 and ASTMD2240. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0118.32 Expiration Date: July 22, 2016 Approval Date: March 22, 2012 E-1 Trulite-Windoyy & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and "No change except code revision notes &. Company name change", prepared by Al-Farooq Corporation, dated 01/06/12, signed and sealed by Javad Ahmad, P.E. 2. Statement fetter of conformance FBC 2007and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/07/10, signed and sealed by Javad Ahmad, P.E. (transferred from file I# 11-0222.01) 3. Statement letter of compliance, part of the above referenced test reports. 4. Sales agreement between AWP, LLC (seller). and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. 5. Certificate of registration of Arch Windows, LLC in State of Delaware, dated 02-03-10. 6. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02-04, 20110, managed by Arch Intermediate Holding, LLC, 7. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 8: Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and, Manny Valladares, respectively. 9. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO (Arch Windows, LLC). G. OTHER 1. This NOA revises NOA # 11-0222.02, expiring on July 22, 2016. 2. Test proposal; dated 06-14-00; 09-20-01 and 11-,06-07, approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0118.32 Expiration Date: July 22, 2016 Approval Date: March 22, 2012 9-2 r 72' MAX. DOOR WIDTH 1 MAX 2' 6' MAX. TYP. A LL 3•—�I•HIL, 3' II j it II SUR II MAY It Ri I I II �} G I I �i\ H y / \ 1___ IP, P. 3/1GlfS5 D I I u u u I INAf.TLVE LOCK ON SHEET OPTIONS 6 _ _ — 33" D.L. OPC. _ACTIVE 25 1/2• MAX.SEE D.L.OPC. _ ALSE M 3 72' W. DOOR WIDTH 12" Z n 6" MAX. TIP. HH T HERS" - C J" 0 ry F f n za l - - -� - a 0 a FACE APPLIED MU BE USED II II / \ I a 0 aG Pt C o Q 0�?0 C�N� ? Q it 6,• U. i i II I II � m \IIyI 3/16° t6P. . _ ACTIVE \� WACTIVE # n M1j — 25 1/2° MAX. Si I LOCK OPTIONS ON SHEET 6 g m Z °J D.L. OPD. 34 5/6" MAX. PYOYUCT RBVLWA M 1..E L" SIOEUTE WIDTH LEPF WIDTH LEAF WIDTH�gW1s�wY M/Mr TYPICAL ELEVATIONS 0118.3'2- GLASS DLO. DIMS OIw 4Y IL D.L.O. HEIGHT (DOOR) o LEAF HEIGHT - 8.50" + (tA O i D.L0. WIDTH (DOOR) LEAF WIDTH - 9.125" FM B D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 4.250° R D.LO. WIDTH (SIDELITE) SIDELITE WIDTH - 3.0625' 0 g m B SERIES °T,A FIiANCAIS° ALUM FRF,j`�CC��00. 2 W/ SIDELITE DOORS NOT RATED FOR IMPACT. 2 APPROVAL LA TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE WITH OR WITHOUT SIDELITES. USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES ' e SIDE UTES CAN BE ON ONE OR BOTH ISIDES OF DOOR, 1/4" TEMP. GLASS COMPLYING WITH HVHZ REQUIREMENTS. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET 3/16" TEMP. GLASS THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. GO THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WfTFI THE - 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (FIVHZ). i MONOLITHIC GLASS r IBYOR 2BWOOD BUCKS OTHERS, MUSE BE ANCHORED PROPERLY TO s i 3 NON IMPACT TRANSFER L TRANSFER LOADS TO THE STRUCTURE. � u g 13 li 18 � u 13 13 EnQr. JAVM AHMPD $¢ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS i cMt EMSEDMENT TO BASE MATERIAL SHALL BE (BEYOND WALL DRESSING OR STUCCO. — - j, FIA. PE 70582. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE GAX. 3391 NOT PART OF THIS APPROVALP A LOAD DURATION INCREASE. IS USED IN DESIGN OF ANCHORS Wf0 WOOD ONLY. ��rj Z(fI2 Ar Ing MATERIALS INC LU DINO BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME SIDELITE W DOOR INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W97— 18 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.B.4. GLAZING. DETAIL WITHOUT SIDELITES LOAD CAPACITY - PSF INAL DOOR YAOTH FLAN. 3/16- TEMP, GLASS in. (+) INT. (-) (x) 6A (Xx) 70.0 100.9 (%) 8/0 (%%) mi 70.0 84.0 D(1 5/0 (XX) 70.0 88.0 DO 8/0 (XX) 70.0 80.0 (X) 5/0 (x%) 70.0 84.0 FRAME � FRAME WIDTH O / K J /'D \\ ( %) (Xx ) I I OVERAL7. DOOR DIMENSIONS' NOMINAL WIDTH FRAME WIDTH NOMINAL! HEIGHT FRAME HEIGHT 2/6 (X) 31-1/2'1 6/8 79-3/4' 3/0 (X) 37-1/2' 7/0 63-3/4' 5/0 (XX) 6/0 (x%) 72' STATIONARY PANEL (0) OR DOORS WITH SIDETITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT./IN. DOOR WIDTH FT./IN. SIDELITE WIDTH INCHES 1/4' TEMP. GIM EXT. (+) INT. (-) EXT. (+) INT. (-) 6/8 2/6 (x) 5/0 (XX) 30 38 42 48 54 70G f00.9 - - 70.0 92.7 - 70.0 79.5 70.0 70.0 - 70.0 84.4 61.8 61.8 70.0 - 75.0 3/0 (K) 6/0 (XX) 30 38 42 48 70.0 70.0 84.0 24.0 - - 70.0 79.5 -- 70.0 1 0.0 70.0 83.3 7/0 2/6 (X) 5/0 (XX) 30 36 42 48 70.0 80.0 - - 70.0 91.6 - - _ 70.0 1 79.5 - - 70.0 r 70.0 70.0 SO1 6/0 (%X) 38 42 70.0 80.0 - - 70.0 79.2 - - 8/0 1 5/0 (xx) 36 1 42 67.8 87.E - 1 62.8 62.8 - - 3/0 (X) 8/0 (XX) 30 38 1 67.6 67.6 - - 82.5 -- . WE - JANR ANCHOR SPACING - 17' MAX. JAMB ANCHOR SPACING - 14' MAX. NOTE: FOR DOORS CAPACITIES SEE CHART 'A' FOR SIDELITE CAPACITIES SEE CHART 'S'. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. 4r A Z n 0 A. ° d 6 0 NOTE: E iS; C ' GLASS CAPACITIES ON THIS SHEET ARE U BASED ON ASTM E1300-04 (3 SEC. GUSTS)jr d' ° AND FLORIDA BUILDING COMMISSION 0 G DECLARATORY STATEMENT DCA05-DEC-219 9 0 a 6 00 8 N C �M30„ J°Mg,I DOOR 1V. SIDELITE W. SIDELITE W. DOOR W. IDELRE W. Q W .li 2: C 6 D \ loox S2 �n n ID�W_rn D00 SIO %i DOOR WE. B E F 0 \\J \ / D \ / a J ,mill F.SIDEUTE WIDTH DOOR YAOTH 6 D \ loox S2 �n n ID�W_rn D00 SIO %i DOOR WE. B E F 0 \\J \ / D \ / a J ,mill F.SIDEUTE WIDTH DOOR YAOTH loox S2 �n n ID�W_rn D00 SIO %i DOOR WE. B E F 0 \\J \ / D \ / a J ,mill F.SIDEUTE WIDTH DOOR YAOTH Will I'�11 CJH G ( oxx ) ( Xx0 ) ' ( OxxO) - oA$eryry7 S !} d .J PRODUCT oxvIGED ` W M _ 3L draw rw12.Oq Enyt JAVADANMAD CM/ICa 1 1`-�1'.` ,Ja1, 1 MCAN. 35J8592 Iry�ItIC� b g 12 yy py drawing no._1 W97- ; shael 2 of�� TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ie' \�:IYPICAL AI EDGE GIST. SEE ELEVA FOR SPACI STATIONARY UNIT$ ICHORS IONS TYPICAL ANCHORS SEE ELEVATIONS EDGE VO FOR SPACING DIST -cy Im GSez 0 2012 L m ' M79 18 sheet 3 of9 r--=� _uErnL Z � '= SiRULTURE I f Co �o 0 Oaao' K g �3� STRUCTURE NOT BY TRULITE ISED BY GIAZING SYSTEM � � HE BUILDING STRUCTURE. I IEE ELEV. FOR SPACING (Fu=1]] KSI. iy-155 KSI) .. WOOD STRUCTURES INTO WOOD C. OR MASONRY :ONC. OR MASONRY ASONRY I :ONC. OR MASONRY I SCREWS (GRADE z cns) � W PPROVED MULLIONS (MIN. THK.=7/e") � BMW ! 36 KSI MIN.) (6063—TS MIN.) UMINUM TO BE PLATED OR PAINTED) RY = 2-1/2" MIN. " MIN. PVW9UCl RYwSf:U ° e 3/4" MIN. �P iz-flnir3z d a � a ad `o o�$p JNECTIONS SEALED WITH (SILICONE. 4.070 .0'LIL1- -� 1 `- 4.00�a� 2.125- _-3.110 10M076O65 r1z f m a I.S� 1.5100 I.4950� 2.125 2.125 77 2.125 4000 .750 0 � � a I f o y a .535-^I �I A90 .5J5 �1 H.490 - .7S1O .J65 .7550 .J65 LO 78- - SIDELITE HEAD/SILL/JAMB CIA)ALT. SIDELITE HEAD/SILL/JAMB O2 DOOR HEAD/JAMB zA ALT. DOOR HEAD 4•-1.500 -••I 1.489 - -.070 .078 91�I 4.250 3.750L {.250 .702 .750 3.750 �- 062 I Q GLAZING STOP 1.706 �1.750--^I 0 TOP/BOTTOM RAIL (� ALT. TOP/BOTTOM RAIL 4.094 1 � .070 T1P. 28 ALT. DOOR JAMB cr C a c 1,361 Q a 2 � C ° Q9H0 .D62 L ° - - II I ALT. GLAZING STOP III ° 9.157 -2.281-q V 2.281--y � L�� 1.83t 2 810-2t E.TEEL 1.568 156�STAINLESSSTEEL (THREAD CUTTING) Z 1- a.t90 a,248 HINGES Z .53r_ 4.f 56 .534.158 � � p -^I.JD3 r ., W .070 .o7e © HINGE STILE ALT. HINGE STILE I ;5 ma �D I II 4.862 4.911------- F+-1.656+1 F-1.856-^4 1 (� SIDELITE JAMB to ALT. SIDELITE JAMB HARDNESS 7SSS SHORE A 7.836 8 1.812 �� 6 TENLESTRENGTH BREA(BRFAX): 803 PSI LL E ANWTION AT BREAK 39 1.594 H2.1 SPECOIC DRANtt . 1.JB 07o TYP.- w6 Tw. e cucvncwue d .375 ^� f-•-'a WEDGE GASKET aE..lu m. FTw1w 4.157 4.151 -I I 1.500 SLUE Vn q 2.0\1 ° a { -•-I t.a9a 4- S000 - �i LOCK STILE/KEEPER STILE IS ALT. LOCK STILE/KEEPER STILE 1 c -Os9�� Qa WEATHERSTRIP ADAPTER 1 .078 .0 a.ODo 6.862-� 4.817� - -- _r 250 Q FRAME SILL _ 7I En9r: ,AAA ANNAD .y ^ , .989 •121- 2.124 2.016 nA' PE PE t 7a592 P3 I 1.834 1.812 CAN. 538 'p 070 ttP 4.189-� 084 iYP• 4.154 614 drawing °. 1.317-] '0° PRESSURE PLATE ® 3 POINT LOCK STILE ]c ALT. 3 POINT LOCK STILE MA 20 2011. sheet 5 0l B i J'm_OPTIONS: OPTION 91 STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE -FABRICATED LOCK STILE PART No. YE-802, WITH 2-1/8" BORE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SET), KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. OPTION 0 1 MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT ACTIVE LEAF (FOR PRE -FABRICATED LOCK STILE PART No. YE-837) WITH THROW BOLTS CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM TOP 6T BOTTOM OF INACTIVE LEAF. I HINGF, OPTIONS: I OPTION 61 MANUFACTURER'S TWO-PART 7-1/2" LONG ALUMINUM HINGE ASSEMBLY (PART No. YH-650), TWO PER LEAF, 11-1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE. OPTION 02 MANUFACTURER'S THREE-PART 7-1/2" LONG ALUMINUM HINGE ASSEMBLY (PART No. YH-658), TWO PER LEAF, 11-1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM ® PART B QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 YE-8098 1 SIDELITE FRAME HEAD/SILL/JAMB 6063-T6 IA YE-809 1 ALT. SIDELITE FRAME HEAD/SILL/JAMB BOBS -TB 2 YE-832 1 DOOR FRAME HEAD/JAMB 6063-TO - 2A YE-1904 1 ALT. DOOR FRAME HEAD 8063-TB - 2B YE-811 1 ALT. DOOR FRAME JAMB 6083-76 - 3 YE-810 1 DOOR FRAME SILL 6063-T6 4 YE-8089 AS REOD. SIDELITE JAMB 6063-16 4A YE-808 AS REDD. ALT. SIDELITE JAMB 6093-TG - 5 YE-801 2/ LEAF TOP AND BOTTOM RAIL 6063-76 - 5A YE-801B 2/ LEAF ALT. TOP AND BOTTOM RAIL 6063-T5 - 6 YE-803 1/ LEAF HINGE STILE 6063-T6 GA YE-8038 1/ LEAF ALT. HINGE STILE 5063-T5 - 7 YE-802 I/ LEAF LOCK STILE W63-TS - - ---- — 7A YE-802B 1/ LEAF ALT. LOCK STILE 6063-TS 78 YE-837 I/ ACTIVE LEAF 3 POINT LOCK STILE 6053-T6 7C YE-815 1/ ACTIVE LEAP ALL 3 POINT LOCK STILE 6063-T6 8 YE-608 2/ LEAF WEATHERSTRIP ADAPTER 6083-T6 9 YE-807 AS REDD. GLAZING STOP 6063-T6 - 9A YE-8078 AS REDO. ALT. GLAZING STOP 6063-176 - 10 YE-805 4/ LEAF PRESSURE PLATE 0063-TB 11 YE-818 AS REOD. COVER PLATE 8083-T6 - 12 YH-610 AS REOD. FLUSH BOLT ASSY. ZINC/STEEL - 13 YH-621 1 AS REOD. W WEDGE GASKET PVC MELTPOINT PLASTICS INC. (TEKNOR APEX) 14 YH-622 AS ROOD. BULB WEATHERSTRIPPING (.198 X .260) VINYL TEAM PLASTIC 15 YH-625 AS REOD. GLAZING TAPE (3/8' X 1/8') - VG100 BY VENTURE TAPE IB YE-602 AS REOD. FIN SEAL WSTRIPPING (.167 X .260) ULTRAFAB 17 _118 YE-842 2/ LEAF FLUSH BOLT GUIDE. 1-1/2- LONG 6063-T6 - ®10 • I" AS REOD. FRAME ASSY. SCREWS - PAN HEAD SMS 19 YH-650/658 2/ LEAF HINGE ASSEMBLY ALUMINUM S.S. PIN / PLASTIC BUSHINGS 20 - 1/ ACTIVE LEAF LOCK SET/DEAD BOLT ASSEMBLIES (STD.) STEEL ' 21 1/ ACTIVE LEAF 1 3 POINT LOCK MECHANISM (OPTIONAL) STD. LEVER OR KNOB TYPES GML . M PE F 70592 CAN. 3538 MAq?? •MODUCT lwlvli II b.0,1yin0 wllh the A1s10. growing W97-18 heet 6 0l B w PH SUS bMR __,. IC 705 2 % I I I I I TOP FLUSHBOLT ASSEMBLY I I II I I I I �I j+j.IISA AOLT GUIUE AND ADJUSTMENT PLATE 0 (ZUNtIEPj UT, FH. MS coaEc RUBN w eons 1-1/P' LDNC AWu. RUSHBOLT OVNC I AI.0 10SINMES WTOBOTTOMCOJER PIAIE WRIT —BLE — r SEALWPAiI1ERBIRIP STAINLESS Snci RUSHBOLI ADJUSIPIO PI M W11M (2) UNOERLUI Sul. BOTTOM FLUSHBOLT ASSEMBLY exrewors nA PE t ]OSBR CA(I. .IBSB . MAR 20' 12 Flo Florida. Buildina Code Online BCIS Home (Log In 1 User Registration I Hot Topics f Submit Surcharge I Stats & Facts I Publications ! FBC Staff I BCIS Site Map ( Links 1i Search Product Approval 'USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Add less/Phone/Email Authorized Signature Technical Representative Address/Phone/Email I Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) FL13540-Rl Revision 2010 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Janet Gerard fbc@jeld-wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541)882-3451 Ext2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard ASTM E1886 ASTM E1996 ASTM E330 Year 2005 2005 2002 61 http://www.floridabuilcting. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeefVE2FJsURDFE... 1 /6/2014 Florida, Building Code Online - I i Equivalence of Product Standards Certified By. I I II Product Approval Method I Date Submitted Date Validated i Dates Pending FBC Approval Date Approved I ASTM E331 2000 Approved Testing Lab FL13540 R1 Equiv JELD-WEN ASTM E1996 Equivalency Letter.pdf Method 1 Option A 01/27/2012 02/06/2012 02/09/2012 Summary of Products FL # Model, Number or Name =lDescription 13540.1 Energy Saver/Contour 24ga 0" x 6'-8", X, Opaque, Inswing or Outswing ,Single Elm'-pact Steel, Wood Edge Door Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R1 C CAC NI010116.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R1 II JW162009.13df Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL13540 R1 AE PER 1562 signed and cert.odf Created by Independent Third Party: Yes 13540.2 Energy Saver/Contour 24ga 6'-0" x 6'-8", XX, Opaque, Inswing or Outswing Double Steel, Wood Edge Door Impact Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R1 C CAC NI010116.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 1 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R1 II JW162009.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL13540 R1 AE PER 1562 signed and cert.Ddf Created by Independent Third Party: Yes 13540.3 Energy Saver/Contour 24ga 5-4" x 8'-0", O/OXO, Opaque, Inswing or Outswing Steel, Wood Edge Door Single Impact Door, with Transom and Non -Impact Sidelites Limit's of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R1 C CAC NI010116.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55/-55 12/31/2015 Installation Instructions Other: FL13540 R1 II JW162009.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: 5 i i http://www. floridabuildirig. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquynOPErOHeefVE2FJsURDFE... 1 /6/2014 NOTICE OF PRODUCT. CERTIFICATION Company: JELD-WEN Exterior Doors Certification No.: NI010116.01 3737 :Lakeport Boulevard Certification Date: 02/11/2010 Klamath Falls, OR 97601 Expiration Date: 12/31/2015 Revision Date: 01/25/2012 Product _ Series "Energy Saver/Contoar"_Wood Edge 24_Gange Steel Side -Hinged. Doors w/ orw/o -- Side-Lites or w/ or w/o Transom (w/Wood Frame unless noted) Specifications Tested To: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at w'ww.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). In -swing Glazed Design 'Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number & Out -swing Opaque Size Pos/Neg (PS0 Rated Comments X I/S Opaque 3'2" x 6' 10" +551-55 0.0 psf Yes SJW2009-199 Single Wind Zone4- Max Panel Size: 3'0" x 67' Missile Level D Installation Details: JW162009(1-I6) X O/S Opaque 3'2" x 6'9" +551-55 0.0 psf Yes SJW2009-199 Single Wind Zone 4- Max Panel Size: 3'0" x 617" Missile Level D Installation Details: JW162009(1-16) XX I/S Opaque 6'2" x 6' 10" +551-55 0.0 psf Yes SJW2009-199 Double Wind Zone 4- Max Panel Size: 3'0" x 6'7" Missile Level D Installation Details: JW162009(1-16) XX O/S Opaque 6'2" x 6'9" +551-55 0.0 psf Yes SJW2009-199 Double Wind Zone 4- Max Panel Size: 3'0" x 67' Missile Level D Installation Details: JW162009(1-16) OX/XO VS or Door -Opaque 4'3" x 6' 10" +55/-55 0.0 psf Door -Yes SJ`h72009-200 Single w/Sidelite O/S Sidelite-Glazed wind Zone 3- Sidelite-No Max Panel Size: 3'0" x 6'7" Missile Level D Sidelite DLO: 7" x 63" Glazing: IG-1/r Tempered Glass Installation Detak JW1620091-16 OXO I/S or Door -Opaque 5'5" x 6' 10" +551-55 0.0 psf Door -Yes SJW2009 200 Single w/Sidelites O/S Sidelite-Glazed Wind Zone 3- Sidelite-No Max Panel Size 3'0" x 6'7' Missile level D Sidelite DLO: 1" x 0" Glazing IG-1/8" Tempered Glass Installation Details: 3W162009(1-t6). O/X I/S or Door -Opaque 3'2" x 7' 11" +5.5L55 0.0 psf Door -Yes SAN'2009-200 Single w/Transom OIS Transom -Glazed Wind zone 3- Transom -No Max Panel Size: 3'0" x 67' Missile Level D Transom DLO: 59" x 8" Glazing: IG-3132" Annealed Glass Installation Details: JW 162009(1-16) O/OX.O I/S or Door -Opaque 5'Tt x 711 +551-55 0.0 psf Door -Yes SJW2009-200 Single w/Sidelites 01S Sidelite-Glazed Wind zone 3- Sidelite-No Max Panel Size: 3'0" x 6'7" & Transom Transom -Glazed Missile Level D Transom -No Sidelite DLO: 7" x 63" Glazing: 16-1/9" Tempered Glass Transom DLO: 59" x 8" Glazing: 10-3132" Annealed Glass Installation Details: JW162009(1-16) National Accreditation &Management Institute, Inc./4794 George Washington Memorial Highway/Ha eS,'V. 23l)72 Tel-(804) G84-51241E ax-(804) b84-:i 122 f �' NAMI AUTHORIZED SIGNATURE: •���� JELBrWEN. ' WINDOWS & DOORS HURRICANE DOOR �. "'EMS ` SISTEMA PA PUERTAS HURA�MS CONTAINS: Pg. Product Descriptions Certificate 11, oval No. Configuration 2 Steel, Wood Edge Double and Single Glazed Impact Door - HVHZ Approved N1006255-R4 ;< fi;i4569.1 Out -swing 7 Steel, Wood Edge Double and Single Glazed Impact Door - HVHZ Approved N1006255.02S�M ti4570.1 In -swing i - Steel, Wood Edge Double and Single Glazed Doors. with and without 12 Sidelites Non -Impact - HVHZ Approved N1009887-Ri 12769.3 Out -swing Steel, Wood Edge Double and Single Glazed Doors. with and without „M< 14 Sidelites Non -Impact - HVHZ Approved N1009887-Ri . ? ;' T1769.1 In -swing A 27 Steel, Wood Edge, Double and Single Opaque Impact Door NI010116.0i w i ` 13540.2 '� In/Out stiwa� 36 Steel, Wood Edge, Single Opaque Impact L�; -jr N1010117-R1 s MI11.2 In/Out- Wft For a complete listing ofJELD-WEN Hurricane Door Systems„rr website at: . .. _ _1.x For a complete set of pnxkKt drawings, visit the F& ite at. www.floridabuilding.org THD-18005 ORANGECOUNTY ;a'w'1Id -- -- - GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND FLORIDA BUILDING CODE (FBC) BASEDON THE SIGNED AND SEALED DATE, PRODUCT HAS BEEN TESTED TO ASTM E330-02, E331-0% E283-04, E1886-05, E199"Sb & AAMA 1304-02. SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE (WD) 4 RATING. DOOR SYSTEMS HAVING SIDELITERRANSOM. COMBINATIONS RATE ATWINDZONE (WD) 3, NOTE: GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. 2, 2X AND 1X WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO., 4. FOR DESIGN PRESSURE RATING SEE TABLE 1, SHEET 1, 5. SCALE BASED ON 11x17 SHEET SIZE. 6. ALL I & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 7, FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. 8, PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION: IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH/OH HEIGHT 151.6. DOOR LEAF CONSTRUCTION: FACE SHEETS. THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC ADHESIVE, CORE DESIGN: THE CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANDED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24-GAUGE (.021- MIN) GALVANIZED STEEL, THE AVERAGE MIN. YIELD STRENGTH OF 24 GA SHEET METAL SKIN IS 40,300 psi. THE FACE SHEETS ARE BENT 90- OVER THE 1.688' X I v LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE 1.688•X 1.203- BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018- MIN) STEEL. THE LOCK BLOCK IS 1.668' X 3118• X 12• FINGER JOINTED PINE. SIDELITE CONSTRUCTION, EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, INCLUDING CORE DESIGN, BUT EXCLUDING THE WOOD LOCK BLOCK. INSULATED GLAZING CONSISTS OF TWO 0.125' TEMPERED GLASS PANES SEPARATED BY A 0.75' AIR SPACE. FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING. THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM FRAME CORNERS ARE COPED. BUTTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7116' X 2'LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING SYSTEMS HAVE A #8X2 FH WOOD SCREW IN EACH SRLIJAMS CORNER ANGLED FROM SILL INTO THICK PORTION OF JAMS. TOP FRAME CORNERS ARE COPED. BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR i6 GA 7116' X 2LONG STAPLES JOINTS, SILICONE SEALANT AND FOUR 16GA X 7116- X 2" LONG CROWN AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMS. THE MULLION TO DOORISIDELITE IS ASTRAGAL ATTACHED TO THE INACTIVE PANEL, HAVE A 7/i6' HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE, A PLASTIC OF THE T.VO FRAMES. 1' X 1/2' CORRUGATED NAILS ARE USED ON THE RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT. OUTSWING EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND #8 X 2' UNITS WITH AN INACTIVE PANEL, TAKE A 112' HOLE AT THE CENTER OF THE SILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE, A METAL STRIKE PLATE IS FASTENED USING TWO 98 X 2-1f2" SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTF BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 112• HOLE AT THE OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO 08 X 210 IN PLACE WITH 16GA X 7116- X 2' STAPLES. SCREWS TO R£GEIVE THE TOP ASTRAGAL BOLT. ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF 118' ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE GLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE GLASS PROVIDES A 7116' AIR GAP. FRAME HEADS, SILLS AND JAMBS ARE MADE OF THE FRAME CORNERS ARE JOINED USING RABBET 74'. MAX. OVERALL FRAME WIDTF 72114' MAX. PANEL WIDTH - '— 36 3W WITH ASTRAGAL i 25 wm 5 NOTE 2 1 III INACTIVE ACTIVE ASTRAGAL DOUBLEUNIT XX NOTE 2 (INSWING IMPACT) Lu m x J z 11 a NOTE 2 n TABLE 1 DESIGN PRESSURE RATING DESIGN PRESSURE RATING: SINGLE DOOR WITH & WITHOUT SIDELITES) ANDIOR TRANSOM DOUBLE DOOR W/O SIOLITE OR TRANSOM INSWING POSITIVE +55 +55 NEGATIVE _65 $5 OUTSWLNG POSITIVE +55 +55 . . NEGATIVE t -55 55 NOTES: 1- ALL VIEWS FROM INTERIOR. 2- MASONRY AND CONCRETE CONSTRUCTION. GG -O _ d ce ->. m O CC F_jN ZO"c 2 LU <L m W eYc�� = 00 pn<� c^'1Yd m z O'n Qo �z Ed � Z 'SW w tti 2 Qv'�YC,EN - ?-?2-?2 DAM 1213V09 N. on 0 wmN 1/2'cV * . * ' ALEX SPYROU a+.n L:E3J_U88EC ..t S 2012A1.121123:02.OYW y I J ;,may oDi.ar: S. FRE' 31'!;,✓STATE O."^ titer r.usr:t".vt. wuvnnsro: fbnG.a P&. Na.6at DS Qom' ��1 Oi zu� BaMn JW162009 �yF O A L CJ v•x.ssrnthew sv.w Idli41`r�'JpnonL��+ vx�s.n,oea2rep sear 1. 1 fFP£fal:d�utatinn-ti.. i rs 16 Celtiticaton No.: 1 Q! Reviewed By: Date Reviewe i z fs- - O 64 1,2' MAX OVERALL WIDTH H4 1PP MAX O.V.A WIDTH 51, HAX n 581/2' MAX. D.L.O. 35 3W MAX OVERALL WIDTH i+ PANEL WIDTH NOTE ~ F F F- 26 \\ r F F F CUB-�+ i r7l rz D ¢" 'w a Z w IL cvw xc' \ q a g NOTE 2 Q m NOTE 2 NOTE 2 O 0 n o� 40TE2 $' Y� n NOTE 2 toD �' / 4� NOTE 2 r r MAX&NOTE / ^ 7" MAX / MULL POST oa / D.L.ODLO.DX7MAX.DOMULL POSOONOTE 2PANEL WIDTH NOTE 2 TRI UNIT (OXO) TYP. 12' MAX NO E 2 NOTE (INSWING IMPACT DOOR WITH PANEL WIDTH 35 3t4" MAX - ? 4 12' A1FJC. NON -IMPACT SIDELITES) PANEL WIDTH > 9 F NOTE 2 J___�PAI EL4ti9DTH v4}.w' ai 35 3t4" MAX DUAL UNIT OX} p o z TYP. 1I��... 37182" MAX O.V.A. >- U' u, PANEL WIDTH I FRAME WIDTH (INSWING IMPACT DOOR WITH C7 w is a MULL POST I NON -IMPACT SIDEUTE) � a Oz aw TRIUNIT (OIOXO) a (INSWING IMPACT DOOR WITH \ m NON -IMPACT SIDELITES & TRANSOM) 2s \ _ a \ z w 25 xv a z w �w, taa m n N it ¢ 7 .ate NOTE 2 NOTE 2 Q w r' 9 NOTES: 0 4 9 t- ALL VIEWS FROM INTERIOR. r 2 - MASONRY AND C9ICRETE CONSTRUCTION. �$rt' hrrrr ,� O z p� •y�4EiYgc., ': 9-12-72 0AM 11213110E t3 NOTE 2 No IS ` * ' t!Y = 1' 3537d"MAX. q0 6S.LUBBECKE PANEL VADTH - a = / : 2' S. FREY -35 • ESTATE1Je St+d:. 9,E. 5rnvrvcxn: SINGLE UNIT (X) ? 8 ZrrC iL s aFGF» GBiGt (INSWING IMPACT) ��. h` •: 0'' • w �" JW182009 _� R1„ ty �� iu re. ca+xnnnw. sc+v _._-_....... _� _. 1 Ceftitacaticn No.: _ _minj oil t,P . o Reviewed By Date RWewe �`i�—, z✓ 13am DESCRIPTION O 37 112• MAX O.V.A. FRAME WIDTH -I 31 1l2' MAX. D.L O. NO > T_ J d Cl] Z 0 to 26 _ : w 4CO \ J W w 25 wq� x > -1 `3 w O m. "�7 M !e LL a T woo g0 NOTE 2 NOTE 2 4 o.:.w ro / 0x� �to 4� —v <w z U.my to W � (Do NOTE g 35314'MAX , o vivo �m PANEL WIDTH c2 o °q z �Iw z o SINGLE UNIT (OJX) o (INSWING IMPACT DOOR WITH o II NON -IMPACT TRANSOM) 5m 1 U lir O Izn O U rng o N Tu ([ �w NOTES: N e 1- ALL VIEWS FROM INTERIOR. r 2- MASONRY AND C04�,RTE CONSTRUCTION, fit, C �%t15 SA z a.Te 12131ros .` �r .ie£Ns•. G'�y i-#2-32 o u&m6 ,.LUBBECKE p f g= c a ar S. FREY 0{ TATE OF ;�=ir� ++sa.r.� f tti31 P.E. tio.661IIt wuweiotx ^` ° • �: u ra a ter+ C 0 (i ;�. FS JW162009 sNeer,�cx 1fi Ito 111 Material 4 HINGE JAMB 1 iJA'Xd-97t6'FINGERJOINTEOPINE PEKE 2 HEAD JAMB 1 11d' X d-0t46• FINGERJOjWTED PINE PINE 3 LATCH JAMB 1-11d' X 4.9711i FINGERJOINTED PINE PINE. 4 SIOELRE JAMB t-tfd' X A-9tt6' FINGERJOINTEO PEN£'1 PINE - 5 ft10PHIlLIPS FLATHEAD WOOD SCRELV WITH 1112' MIN. EMBEDMENT STEEL 6 4' X d' BtiTT HENCE 12GA, .089' MIN) STEEL T f19 X314' PHILLfPS.FLATHEAO WOOD SCREW STEEL B d10 X 1 ii2' PHLLLIPS FLATHEAD Y9000 SCREW STEEL 9 3f16' 1T4V BUILDFJC TAPCON WITTi 174' MIN. EMBEDMENT STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 INSWING THRESHOLD ENDURA MODELtZAELP5&WMF120 6063-TROMP. ALUMINUM 12 it6 X 2112' PHILLIPS FLAT HEAD WOOD SCREW STEEL t3 EXTRUDED ASTRAGAL (GLOBAL) 6069-T6A1 ALUMINUM ;4 NQTUSED ,5 SIDELITESEAT ZOO SERIES ENDURA VINYL 16 TOP RAIL LAMINATED VENEER LUMBER VL LVL i7 BOT70MRAlL25GA. 0.Ot6' GALVANIZED STEEL STEEL 1B HIFtGESfDESTILELAMINATEbVENE£RWMBER (LVL) LVt, t9 LATCH SIDE STILE LAMINATED VEhrEER LUMBER LVL LVL 20 LOCKBLQCKI-t1146"X3176'X42FIN&ERJDiNTEDPiNETR£ATED PINE 21 ODL UP-LITE FRAME PLASTIC 22 i' 0.VA INSULATED TEMPERED GLASS GLASS 23 16 Ga. 7118' CROWN X 2" LOM°G STAPLES STEEL 24 CORRUGATED NAO.772'X 4-tl4fi• 25 GA. STEEL 25 KNiEKSE"t`LOCKSERIESd00 STEEL 26 KtiVEKSET DEADBOLT SERIES 660 STEEL 27 #8 X2` Pt11LUPS FLATHEAD WOOD SCREtV STEEL 28 2XNJOODBUCK GRADE230L77HE42NVELLOWPINE Yt+flOO 28 NON -COMPRESSION SHIM WOOD 30 EXPANDED POLYSTYRENE FOAM 37 STEEL DOOR PANEL SKIN MATERIAL (24 GA GALVANIZED] A-525 COMMERCIAL QURLITY0,021•M{W.THICK. _ FIBERGLASS 32 INSWING VINYL DOOR BOTTOM VINYL 33 CORNER PROS 2•, LOCATED AT BOTTOM OF EACH JAMB LEG SETTING ON TOP 4F THE 51LL"$EHIND THE WEATHERSTRIP FOAM 3d OUTSWINGTHRESHOLDAFCOMOOEL117TH4T3 B�i3-T51COPAPOSRE ALUMINUM 36 MULL POST EDGE GLUED FINGERJ03NTED PINE PINE 3fi 3.•8' ROUNDED SCOTIA PLASTIC 37 SIiICONEBF-ADDOW 11f9 SILICONE 38 JAMB, t-114' X d•112' FlWGERJO{WTED PINE LVL 34 OUTSWING THRESHOLD AFCO MODEL J-229T iA63-TS ALUMINUM 40 ASTRAGAL BOLT0.313 b1A. STEEL dt OPTIONAL IX WOOD BUCK GRADE-2 SOUTHERN YELLOW PINE WOOD d2 11t16 O.Vk. INSULATED t,'6" ANNEALED GLASS GLASS 43 1"STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER AUSFAL£NT 45 GLAZING CLIP CELLULAR PVC � SASH CELLULAR PVC dT STRIKE PLATE (GLOBAL) L d8 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY) KTE6c:L d�3 BOTTOM ASTRAGAL INSERT PLUG GLOBAL TIC t'i$rfficattt3t'f No.: tt 1 t U / / RevieDate Reviewed: LS4— wed By: 1 lSt'E•ZB9•LYS'Hd sNoILD3s SSOUD lvollu3n Dt+UhshN 10916'HO'SIIVd H1VWV9>I v,uruo+we vv 3oNVi173N071 'OA'1GlHOd3)IVYL£L£ tl000Y3315V0tLDNUhS1n01Dt8.t5t11 _ 'ONI'N3M•013f 'a onovdo'e of o o a IXXI e•G=oAs aoo3 IJ3 'anolllooroanvs nDHu3 rmTGun — LND13H 31'lVtld'%V17.211 Cl — '6i 13'NI17.C/l l —I ° -� LI013N Y3tNd'XVIY .ZI 01.0 7CVVi "Ut L — — LHDI314 13NVd XVI1.01 v H IN31NI it yl—NHI YIIHS g bk XVIY.Dlt � 'Dw3 • ty .Sll L 1yY — 1HDI3H 31V'Vlld'XVi'LUl EL --I -�---^ 111DI31199NVd XVIY.OI. �Imtnuu LT I -,�--H I_ wnls 4,' b b r91•!3 Nli•1 P. w � 1HDIN 7311Vd XVIY .GL Mbjitil IY3'NIIY� a�. .lJl L � ti •$ XV4V.:11 ei zW_I~ °j0 tt "+N+aql.. p v O g a 30 O hes . 3 4 G f�4,�11+ � •� 3 0 $ x z II N S 71 �a o � & --LTc= t a A n W k •+ w I z�s•, y ON FTAl EMLILY. BUS. S SEE I EE K"'OTESEE NO E 4OJ' MAX �q cc, - SEE.ETAQ., T 'Plaa. > Of ! SHEET 15 11 PLAIN. 3, 1, IQ 0 C 31 IMTERIOR2' !NACTWE ACTIVE 7 I&S.NOTE,I INTERIOR a s--c-. ION I DOOR LA7, C4Svlz JtxMS wSTALL) U.-U,%X -MAX I ire S THK_ I'm 1 WIL .0m. i , SF='I)E-.ArLA SEE DETAIL A 15 SHEETS is. SHEET __D mw Eus-7 Q SHES' I MIN. 1�0�- 4 N to Rm Tm SEEDSTAtLA SHE.TIS Z;l•mol tP 1. 0 I -ma It 12)SEENOTE2 SEE NOTH" INTERIOR 'A 29 3 41) I. FAIR rF-\ vo "ZgRg��� = PH .7ERICR NOTES (W IWMAX 1A. 7- FOR ANCHOR SPACING. SEE S4EZrS -3,T.c "nalaw--A; SEC, SHIM LUU. EU!L L Is. EUS. Ill'I'AXIIIU'IIIY- --A _Z 1 2 SPACING FOR ITEM 012 FROM TOP 00�'N, (V=-WA DC�� FArICRETE I SEEDETAMA SEE.ZIAILA SHEETS2a-�. . 734- SYSETIS 114'LlAX-MMI, 1� ASTRAGAL SCREW SPACING FOR ITEM TAMA 2 2, ET is a 75-j'& 7&4'- Is 4_'.XBJCKUAY BE UTMIZEDAS All Op-.0N b ASMNGASMIU.AHCH0REMBEO.ENT DEPTH. INTO MASONRY. CONCRETE. OR I Z Wma. Is S.MAINTAINED TAPCON (ITEM -3) ANCHOR SPACING SAME 5 1 ASve_X�DAN HOR(jTEu,5)SPACING. 6. Of CAN BE PLACE 11; SEE I _zi ELROT 12 SEE NOTE 2 SEE NOTE 2 1 2 ZtENO58 TELI 4 !OR T'i 1-2-112 1-,- (Mr.RIDR NbO e NEYJ AT FIRED S.FREY�lM. AND,GRE.IT. S rA gn to N Date HT,-,-Kat MAX 15 TH-C Typ. 21 31 9 si'a.Typ. DETAV. A 31 to a 31 SHEET IS > 7 WEMOR 0 55 Q EE NOTE 2 SEENOTLZ IZ ,3643 '.5 6 Z 0 O_ tu _!9EIELISMa UTZ ATMULI.Il =;�S SECTION SEE 2 29 -a .3) _lELJ`DOOR LATCH AT MULLION NO C RD I V'W'L 6VOOD AIM Ema.TYP. SKU --K. T�. NOTES WOO i SEE QUAIL A 39 1. FOR AN —OR SPACING. SEE SHEETS 2. SPACING FOR ITEU e12 FROM TOP DO%VN: 3 ASTRAGAL SCREWSPACING FOR ITEM a27 FR011 TOP DOt•a2:?. 55- 4. IX SUC4 MAY BE I.ITIVTED AS All OPTION AS LONG AS MIN. AI;CHOR EMBEDMENT DEPTH, INTO MASONRY. CONCRETF- OR WOOD. IS MAINTAJX�8. TAPCON(I EM9:1)ANC�ICREPACiRGSAIJE 7 29 AS %VOOD T C -51 SPACING. pa AN 4OR (17EU - S. OPTIONAL A IRTEMOR 0 8 41 SEE MARROIN Ly. ANCHCR CAN BE PLACED IN 0 NOTE 4 OTE4 9 SECTION 07 HEAT OR JAMB. L) lN 114' SEE I 11- ��SWMTSM, MIN. Emo. 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PN!EL , IDTH PMELVADTH PAt TE MATH j DUAL aUT IOXI 5.'�1'1=C'hTTiOXI j (OUTSINNGIh9ACTDOORWK IOUTS.�A'GP9ACT DOOR VRH KaN.ILIPACT SIDELM) h'^^..ai%.4 rAC•'i. R\SOJ.f) �� Cw I SEE DETAIL SHEET IS . 1•I.IIN• 1•QR 1•1.04 1'IJW j-^NOTEI -I 1-WN-IN hvTE2 1 NO* -. 7 SEE OETkh A 6 -EET 16 X� •�'r• I 1+31 1 1 Ia 11NL !— PA!:EL V.tDiH %'iRNTH 1 �.TE y ��� NOTEz 35 SS'\UY. ir Mx i�T'PAN LWDTi ]712'LWX O.VA FRA•\1E W10TN � PANcII'AOTN Ta Ddrt:a'OXD! IOUTSI'fl!:G WPACT WOR IVM N0.YIWAGT GC)EIRELTRANSOLI! U I \ I 9 L9 ( U i X P O mNO7E2 � NOTE2 0 1 h10Ag N NOTE I N za 31 < 2 SEE D'. tG 11; ii No.: h I 1rLa. o Z-Z 6 SEEI? SH=EET ST Is T R 1T 1 ZS it - , 0 V 10 - 10 I G V e 34 39 37 ! I 2 i 1' ON 1•!lIN ---I f 4 D VFRR- R SSECTI Y wN6DIITVP I ��•- U•fRp55 cEOTON DOOZRRAl50.1 TYP, 9 tth50.1TaY A!:DCONCRE7ECISTALLATIO!1 SE26 41 E NOTE ' 6 R '� — '`1•„gp7FRl4 LYSTAT!ON v s e ? _ E �•RUN �. �•`; p, t �t•LIIN • g 1XL'I.Y6EUMjMOASM1C] ONAS IS. 1 _ Np/ p-•1'�'- 3—ih1W. 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J.a a� EHB.TTP i ( \ � SEE NOTE t2 EJ(TERIOR �"-- cYicilZ Sp A w[ST � R H DNT PANSLM G L LTTE AX0 MULLION PANII/D 12 VIEtil AT Fi%ED ODR LATCH AT FJUWON � t�YAT kIw?P1.`(�5hk UC atA:( 1_ f-• MVLL }—SHLM TnX M. Hmiw 1— II /� 112 - SEE DETACA I !1 ^SEE DTAR-] , A / �-7 i ES•9.—i ATSHEET 15 I SEE DETAIL stir. u r- •'1P .. F)cifltlOR SEENOTE4 a• E R R ONTA CROSBc I 12 (IN 90E JAMB DIN ur GLASS SITE i VWTEL1 Vm i i i 33• t i 2WAIRSPACE -- 1STEbir-FREO L4TERtOR ('d AZI4G D-TAa A SCALE E.T-0- ur a4x _Sr mTHK. T(P. ]8 5EEDETAILA ]B sHEEr u m / m S OQJJe 2 u. Z $ m RIOR W 36 LT <s ai a+ i� 5 C O DTEA pry_ J C R VT 4 � Ci Y d li �.�OINSEAI I�� O NOTES �o1 N1. FOR ANCHOR SPACING. SEE SHEETS i],1a oo�F al" 3 ]. SPACING FOR ITEMR12 FROM TOP DO'IM: �w � O 6•. 2R-i. 5Di-. 73 �'- 2 b ry ]. ASTRAGAL SCREW SPACING FOR RElI tl2T � =y FROM TOP DOV'W' -2°-•26'}••S44-'So' 7Y•• A 79-j•. 4.,X BUCX MAY DE UTILIZED KHORASAH UEM" ASLOIIG AS MUi. ANCHOR EMBEDLIEM DEPTH.INTO MASONRY. CONCRETE. OR O W GOD. IS MAINUI4% 5. TAPCON (ITEM k9i ANCHOR SPACING SAME AS WOOD ANCNOR(fTEM OSI SPACING soz� G. OPAARONA SECTION OF NEAR OR "I'L Iti 111in 5 g- 5 U t+? .+WLma Eud {A•l.Eua - U 1 EIt 1 ix' 1 2 ] 4 sleaOK D sEao-" a t6 oa ei 0 OPTWNAL MASONRY AND CONCRETE INSTALLATION FORHE/U]=3tSAHD•1AV85 p SEE NDTESay,TtM�sa�Bi a � •FGcA Fp'/ I-f2-12 1LJ1+09 6gt r= r • N=� B GlusaFa • * r S. FRO ?y;,STATE OF . Lr+ �eaJN162009 cish5cam 0_ N i n Relieved By. Date ReviV : SEE DETAILIT• stir. +S xa 2•TW.� B'TTP; 5' 67YT_ SEE pETAD.B _ 1 L' TTPt� I �� SM.15 7TT �iSE=DETARD �9iT. i5 w m=o � � l i s� I I • s o I .i 1 I• III11 1 1 SRT.tz— ANCHORING LOW tt\TYf•U41Tl0:i5OOVBLE rtt T1 scALE Ira-=r.P I t L 1 SEE Dc-TAILH e o= _ou I I i• • I —SEE DE=TAC C 5 ffi{;. t5 � • P. L It 11 l 11 T MULL MULL I SEE DETAR C SR7. 15 INJ44piG'dRS IK UNB 10'O><01YliTRANSOM SCAl6 4R•=t'-0'• -A n t-AJ:CF{OR SPACIUG FOR BOTH B:SVb4G a pUiS1t14G. 4c f;�9 aec`-gLUBBE FVtv S.Fm STATE OF -_ ` uAo� J1YI6i^BS CedlficaUonAb.: N,� L . Oi Wen, 33 Nis Reyaty- . ' ,z I SEE OETM 1 DETAIL TYP. SHT. is B— I �CTYP 3'7YP. c�_J rTYP.—I I I � J tai mw T . ULLl C I � is \ --axr. Hr is ANCHDRING LocARoxs_Duu L1N1T INSYnNGgIRst\TN c IrOY• I I 1 L I• 1 f � s I �Q =' mi TYP. I xQ ANCHDRLYG IOCAnONS SINGLE UM LNSN'd1G.•OUTS\VNCW1R/A) I ' SCALE Irl =I•y- .� 'ISEE DETAAi •� rTYP. S'EE D=-TA_S 3- TYP.� �� r ` r I v 11 11 1 11 11 J J I ` a 1 1 • ! ' L' tYP. ILj'- 11 11 1 1 If LutLL j 1 I `--d�E DETALC ANCNORLVG LOCATONS TRI UNIT RJSTITNGAN/ttYlNn LB:IT /DYft SCALE ttt.na• I sBX2 T2' WOOD SCRELYS t TYP. I J T TYP.� sEEDETAIL B SHE is �1. SEE DE IL N I SHT. 15 II N I T TYR > :3 � ne m� ex mar= rseEDe7uLe �� SHT. 15 s; T� SEE OETM C `—� SHT. Is % I U O AVCHORUIf. LOCA7XLV5 SINGLE UI.7T V7f7iUWSp81 LN.iNN[.pUTSYAND UNIT 10lY1 � SCALE;17=7-0' -1 y ' NOTE 1-ANCHOR SPACLNG FOR BOTH INSV cearcabonNO: Revia-ed By. J;;eReti�:r •__� Jam" ---- -- :CI G b QUTT11NG. 2-T2 ' ��• NOTE / I-USES10 WOODWSTALLATON SCREW lY11.W wKFLOEDUENi I Y✓HEN INSTALLINGIMO WOOD SU85TRATEATHEAD&JAMBS. 2- USE 2NG' RW TAPCON ANCHOR W71 V4. &M . EMBED- WHENLVSTAWNGINTOCONCRErEWA O.IIRYSUSSTRA7EATSIDENTESMte DETA0..A 3- SCREWAND TAPCON ANCHORS CAN BE ENSEDED IN EITHER THE I Iti'OR SCALE c=t'a 7N•7MCK PORTION OFT(E JAMB AS LONG AS THE sLTamxrE ENOEDL!ENT IS MAINTAU_D_ d7 ' P 12 1 3 4 T j \ L2a 3 DETA L D ASTRAGAL 28 TOP STIME PLATE UL A7 HEAP SEE 'OTE D T I AR AT SILL T T DEFM E HNGE O-RAR Dc Ai G LSD•-Z".�� UTCM611�ADSOL7 STRU!E 47 a,ATEs 1. J:YtS2lYST V .'MatIcsa. i 4 0-u 4'ST 05MST EILL SU.if1AR1 IF 34 , } 0 > i J � L. l aDtta —� ru r —a' O O O O S \�.y AJ4 R+iiNf' RA'4 DPME SG1.E 6'•f'.0 2 —�—Ira PSn1 � i ,�UTTHwGEara 12G45TEkl a O SCAL£:C •Id ii i i i57 I I O L LY PDIE S1 tFCD WTSYf7' `GTHRESNDSQ SCALe S'-I%' O SCALE:C oM`h�.QiE • _� t9 m.— E A,.1JM3.LM SGLLE C •rid' �.3t7s YS 1I � 4II ASTRAGAL BOLT caLDeRw�msr<EL s�TLE: c.Yd d � , are• r , f'-'r,s,a —r Q InDI-4I— 1—zutc� OTRANTN B a5 TR AT G CLIP O.(_t IICdLIFR DiNI PVC I CELL 4Ati PVG SCALE: C •,'-0• CELLOlA1t SCALE: C •rid' EULE C nnv 6 Z I ,r9-�I—t SSW —i 5'D' aB• 1 � Ir COMPRESSION 1 TCHSFA.E yrFGTHER$Titla ��g TOPRM l ti �miRA L4R`R:[.Ti�E<. VLVYl.r6VA aC HIi:GEST,!E fA3T T5 ALAYO (Q';T0517E SCALE: C•PD• W9.40.TED VEHEERW SG!.l=Cnr-0' POTTOJI RAIL (IVL) 1D S3 25 GA y7EEl 6'•Y-0' —� ,sr I r�T/r A<Ib OLR<wIKG THREWDLD_ O F COMER PA ECS1i5AL AND Cpr:J0.S(tE O DOOR BOTTOM `1'1tE-P OCORNER PADS SCALE:G=ray FLASCAtE D'•t'-0' OTRe \ effa FtNG' OriEO PIKE i �— 1• 1 p T � TPIKE PLATE 21 IP FRef1 SG.LE: C•t'-0' SGLE G' nr1Y S!!2•—yam 3112-1 e /.1 LATCH_PIA STE cafficaft HQ,; O / o .Ol Rw�1tBday. —� Date RWayd ��GENSf ;t -.� 1'1z _v.cAS SHtA N �HiD {R+ :aa .SAWHE :f:AFE OF �^ .0.Y,e1CO7 35 CouivT� r pLANN� AND DEVELOPMENT SERVICE!__ r_PARTMEI�T BuRding and Code Regulations Division 2300 VIRGMU AVE. FORT PIERCE, FL 34982 (772)467,00 PERMIT RENEWAL REQUEST ADDRES S: AM REQUESTING THAT THE ABOVE PERMIT IS RENEWED./ I UNDERSTAND THAT I MUST SCHEDULE AND PASS ALL REQUIRED INSPECTIONS IS A FOR THE PERMIT TO BE FINALED. FURTHE SHO NOT RECEIVE AA I UNDERSTAND THAT PASSING INSPECTION RENEWAL AND THE PERMIT SHALL EXPIRE DURING ANY SIX MO PERIOD DURING THE RENEWAL PERIOD- O RB OR CO NATURE DATE STATE OF FLORIDA, County of ACKNOWLEDGED BEFORE ME THIS_ DAY OF 20 )L BY WHO IS PERSONAILLY KNOWN TOME , OR •� l • AS IDENTMCATION. HAS PROVIDED fZ0F FLORIDA, ounty o\ SEAL 050LASHAHNA INGRAM YOFNOTARCONMMHSSION MY COMMISSIONAEE 05M EXPIRES: December 20, 2014 Bonded Thru Notary Public Underwriters FOR OFFICE USE ONLY: RENEWAL FEE: $ _ No. of Open inspe ction = Total No. of Inspections _ (% of Open Inspections). - actions (%) _ $ (Renewal Fee). Original Permit Fee $ a OpenInspections Example: [15 23 = .65(%); Sj75.00(permit fee) x .65(%) _ $113.75 (Renewal Fee) SLCPDSD REV 4/11/2011 Av c�, C� � cal � h/o crr�,s%s /;2 ve �o i i /i7 �•�c '75�a 5e:�sl�Jan �� Yl?cen-1 .vee-t A e`>TUCI E BUILDING REVIE FOR COM for DATE 7,61. c) PLANS ND PERMIT O/l (�� C)�� MUST B EPT ON JOB OR NO INSP TION WILL BE MADE i CONOW0 FASTENERS OR ATTACHMENTS O ne tit/ WJ h�o ws Alt THE RESPONSIBIUTV OF THE A doors Ion P of l olQce o;iII0 kvj� ?Cows -' ih 3 0 Q nc�G�Se � W �o W S . �' (/ y �p 140 I �/ ®' G4- ora 391 dux,,, 4o a w;7c/o � ewe THESE PLANS AND ALL PROPOSED WORTS ARE SUBJECT TO ANY CORRECTIONS . REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. f I , BV ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES �www.mbveng.com CA#3728 a ti November 22, 2013 Mr. Keri Arnold St. Lucie County Building Dept. 2300 Virginia Avenue Fort Pierce, FL 34982 Subject:I Errico Residence — 7502 Sebastian Road Fort Pierce, Florida 34951 Engineer's Project Number: 13-474 I Dear Mr. Arnold: FILE COPY This letter shall serve as a certification that an inspection was performed at the subject residence to verify sealing up two openings The purpose of this inspection was to review the current on site conditions to determine compliance with current codes. The following procedure was used to eliminate two exterior openings. 1. One # 5 vertical rebar was drilled and epoxied into the top and bottom of the opening at each end. 2. Standard 8x8x16 concrete masonry units grade N type II were placed and grouted. 3. Type M mortar was placed in cells containing rebar. All methods and specifications for construction match those prescribed by this office. OU � §8988988��,�pa 5��9�aCy questions regarding the above subject, please call. o 44, 0I 0 O �IV4 1 1Zv.. RV/`@�s�sda4oaawe�va� cc: Vincent Errico i 1835I2Cth Street 1600 W. Eau Gallie Blvd., Suite 203 806 Delaware Avenue Vero Beach, FL 32960 Melbourne, FL 32935 Ft. Pierce, FL 34950 772.569.0035 321.253.1510 772.468.9055 Fax: 772.778.3617 Fax: 321.253.09 11 Fax: 772.778.3617 STRUCTURAL -GENERAL NOTES x COPY DESIGN CRITERIA AND LOADS1. WIND DESIGN r WIND SPEED (MPH) V(ADJ)=126 V(ULT)=158 " RISK CATEGORY 11 EXPOSURE CATEGORY C ENCLOSURE CLASSIFICATION CLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.18 TOPOGRAPHIC FACTOR KZT =1.0 GENERAL REQUIREMENTS 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECTIS GOVERNED BY THE FLORIDA BUILDING CODE (FBC)', 2010 EDITION WITH 2O12 SUPPLEMENTS, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION �(AHJ). 2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION INA CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. 3. THE OWNER IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETYAND HEALTH). 4. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS. 5. PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL NOTES. 6. ALL STANDARD NOTES AND DETAILS CONTAINED HEREIN ARE TYPICAL UNLESS NOTED OTHERWISE. STRUCTURAL CERTIFICATION 1. 1 CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE 2010 EDITION WITH 2O12 SUPPLEMENTS. 2. 1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 16091N THE FBC AND CHAPTER 3IN THE FBC-RESIDENTIAL. I "ITEL EXISTING 115 BAR VERT. EPDXIED 6" INTO EXISTING LINTEL AND SILL, IN FULLY GROUTED CELL, TIP. I INFILL CMU DETAIL SCALE: 112" = 1'-O" NOTE: THIS DETAIL SHALL BE USED FOR ALL OPENINGS LESS THAN 48" WIDE AND 56" TALL RODOLF� VI LAMIZAR FL. P.E.# 1000 NbV 2 2 2013 ERRICO RESIDENCE 7502 SEBASTIAN ROAD FORT PIERCE, FL FILLED OPENING DETAIL FOR OPENINGS IN CMU EXTERIOR WALL -I _ ENGINEERING, INC. MOIA BOWL.ES VILLAMIZAR k ASSOCIATES CONSULTING ENGINEERING CA #3728 ERO - A H STREET VERO BEACH, FL 32960 0035 PH. (772) 778-3617 FX. (772) 778-3817 MELBOURNE. FL - PH (321 253-1510 FT. PIERCE, FL - PH (772; 468-9055 _¢74 ® Ts DMWN TS CMCKM RV DATE 11 22/2013 BCALE AS NOTED .XIS7ING PRECAST LINTEL TO REMLE, COP 115 BAR VERT. EPDXIED 6" INTO EXISTING LINTEL AND FOOTER, IN FULLY GROUTED CELL, TIP. ONG 115 BAR EPDXIED 6" EXISTING JAMB AT 24" O.0 AND 18" OF TOP AND BOTTOM, TIP. DECREASE WIDTH DETAIL SCALE 112" i= 1'-0" (STING PRECAST LINTEL TO REMAIN 5 BAR VERT. EPDXIED 6" ITO EXISTING LINTEL AND FOOTER, J FULLY GROUTED CELL AND AT 6" ON CENTER HORIZ. TIP. PRECAST CONC. SILL W./ # 5 BAR HORIZ. AT FILLED CELL BELOW '2" LONG #5 BAR EPDXIED 6" NTO EXISTING JAMB AT 24" O.0 AND WTHIN 8" OF TOP AND BOTTOM, TYP. DECREASE OPENING DETAIL �11jij11j SCALE. 112" NOTE. THIS DETAIL SHALL BE USED FOR ALL OPENINGS LESS THAN 64" WIDE AND 98" TALL = L. "R0 OLFO VI LAM1�1 Y g P.E.# 100 . 11 .yr1 N d`,2,7;201'3 r ,1 ERRICO RESIDENCE RESIZE OPENING DETAIL FOR OPENINGS �' MBVERO - A H STREETI13-474 VERO BEACH, FL 32960 PH. (772) 569-0035 - FX. (772) 776-3617 ENGINEERING, INC.CHECKED � Ts °RA"I''� TS RV 7502 SEBASTIAN ROAD FORT PIERCE, FL IN CMU EXTERIOR WALL MOIA BOWLES VILLAMIZAR k ASSOCIATES MELBOURNE, FL - PH 321) 253-1510 CONSULTING ENGINEERING CA #3728 FT. PIERCE, FL - PH (772) 468-9055 DATE 11 27 2013 SCALE AS NOTED V :XISTING PRECAST LINTEL TO REM 1 LE c COP #5 BAR VERT. EPDXIED 6" INTO EXISTING LINTEL AND FOOIER, IN FULLY GROUTED CELL, TIP. ONG 15 BAR EPDXIED 6" EXISTING JAMB AT 24" O.0 AND J 8" OF TOP AND BOTTOM, TIP. DECREASE WIDTH DETAIL SCALE. 1/2" 1= 1'-0" (STING PRECAST LINTEL TO REMAIN 5 BAR VERT. EPDXIED 6" ITO EXISTING LINTEL AND F007>=R, I FULLY GROUTED CELL AND AT 6" ON CENTER HORIZ. TIP. PRECAST CONC. SILL W./ 15 BAR HORIZ. AT FILLED CELL BELOW 2" LONG #5 BAR EPDXIED 6" NTO EXISTING JAMB AT 24" O.0 AND WTHIN 8" OF TOP AND BOTTOM, TIP. DECREASE OPENING DETAIL SCALE. 112" = 1 '-0" i NOTE. THIS DETAIL SHALL BE USED FOR ALL OPENINGS LESS THAN 64" WIDE AND 98" TALL RODOLFO IVILMJ,7AR FL. P.E.#6100b NOV 2 7 2013 1835 MMBV- 20TH STREET pg,p 13-474 ERRICO RESIZE OPENING DETAIL - VERO BEACH, FL 32960 - PH.(772)569-0035 TS RESIDENCE FOR OPENINGS FX. (772) 778-3617 DRAWN ENGINEERING, INC. RV 7502 SEBASTIAN ROAD IN CMU EXTERIOR WALL MOIA BOWLES VILLAMIZAR & ASSOCIATES MELBOURNE, FL - PH (321) 253-1510 DATE 11 27/2013 FORT PIERCE, FL I CONSULTING ENGINEERING CA 53728 FT. PIERCE, FL - PH (772) 468-9055 SCALE AS NOTED OFFICE USE ONLY: DATE FILED: O s I q REVISION FEE: !j`�•©D 1 2. 3. 4. SCANNED f, BY St. Lucie County PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION I LOCAT ADDRESS: ON/SITE /b%[� /•�J�Q /'� �J /� �a� / ./�� I I DETAILED DESCRIPTION OF PROJECT REVISIONS: �(=rVv- &2Z 4 1,4 - 'N'v UUNUMED FASTENERS OR ATTACHMENTS ARE THE RESPONSI610 OF THE CONTRACTOR INFORMATIO CONTRACTOR OF RECORD STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: I STATE: ZIP: PHONE (DAYTIME): FAX: I /B OWNERUILDER INFORMATION: F E COP"'v NAME: I ' LP ADDRESS: CITY: STATE: ZIP: PHONE: 7��2 5:ZZ4 FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: ' PHONE (DAYTIME): SLCCC: 9/23%09 Revised 04/26/2010 THESE PLANS AND ALL;PROPOSED WORK ARE SUBJECT TO ANY CORRCTIOMS REQUIRED BY FIELD WSPECTORS THAT MAY, BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. STATE: ZIP: FAX: -;P,131,z -00C/z ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANC REVIEWED BY DATE CMGs • Zi . / PLANS ANIS PER IiI�T MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE I 1'1U11ua 1.7ul1LLlllg L+VUG \J1i1111G raga 1 Ul G I 71, I , J a. �iQrda Deepa `> €entq BCIS Home ' Log In User Registration Hot Topics Submit Surcharge ; Stats & Fads Publications FBC Staff j BCIS Site Map ; Links Search i Busines (�X Professi�l':Product Approval USER: Public User Regulation Product Approval Menu > Product or ADDlication Search > Application List > Application Datall I A FL # FL12635-RI Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived El Product Manufacturer Trulite Window & Door Solutions, LLC Address/Phone/Email 8130 NW 74th Ave Medley, FL 33166 (305)887-2646 rperez@awpllc.com Authorized Signature I I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category Subcategory I Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By I Roberto Perez rperez@awpllc.com CONCEALED FASTENERS OR ATTACH ME THE RESPONS191LITY OF THE CONTRACTOR OF RECORO Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ASTM E1300104 2004 TAS 201/94 1994 TAS 202/94 1994 TAS 203/94 1994 Product Approval Method Method 1 Option A- I E I http://floridabuiiding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtkfS%2fv%2f MONO... 2/22/2014 1'1V11Ua ijulllllllg %_VUV V111111G I 1 .0 AgGG V1G I i Date Submitted 04/20/2012 Date Validated 04/27/2012 Date Pending FBC Approval Date Approved 05/06/2012 summary of Products i FL # Model, Number or Name Description 12635.1 Series Series 'La Fransais' Outswing Non Impact resistant with monolithic glazing Aluminum French Door with Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12635 111 C CAC 12011832Cert.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/22/2016 Design Pressure: +70/-100.9 Installation Instructions Other: For use outside HVHZ, the maximum pressure is FL12635 R1 II 12011832Install.Pdf limited to +/-70 psf (Load Test). See Installation Verified By: Miami -Dade BCCO - CER Instructions drawings for design pressure rating and Created by Independent Third Party: product particulars. Glass lites wider than 36" shall have Evaluation Reports two setting blocks per FBC requirements Created by Independent Third Party: 62[ 'a Serles 1800 Outswing Aluminum Large and small missile Impact resistant with monolithic French Door with Sidelights liaminated glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12635 R1 C CAC 11120902Cert.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/03/2017 Design Pressure: +65.0/-65.0 Installation Instructions Other: Glass lites wider than 36" shall have two setting FL12635 RI II 11120902Instali.pdf blocks per FBC requirements Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: . . . . . . . ............. I ............ .... . .... ...... ............. .. . . . ....... . . . ... . . ............................ . . . ............. .......... .... . ...... ..... .................. . ..... . ... . . . .... . . ..... ..... . .... . . . ... . ...... ... ....... . ............ . .......... . ...... ... Back Next Contact Us :: 1940 North Monroe Street, Tallahassee Fl, 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. ! 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. ! To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: F Ed M SM St=cltYtt 'A65't7ttCS' http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtkfS%2fv°/`2fpAtoNO... 2/22/2014 S r ItiL� EQ INS i R,'U IQN'S `-iBDC- and "L, _F,:ANCIAIS".ALUMINUM D� i SWING; =Pai' •�1=858 i?a: 1? 9r1Tlr� 1r75aTuctio rs D'.10i f7i D�a3 7f17� [G F17� 3nP-_H-_ 7Ce= it S afle' for Proper 1 OPENING PR_= A 1DN. Ii37ethe oDai1I1cie jillali'Da i:ee Di and' =r.,strucboh Ijabd! 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J✓-=\1'`,�D .V_✓i:1-_ V:\•Je'D-S..^.Stiai�LiloS^.i=.\^.'\Nlll'J?�r^,=C`J$ .DT^.ie: Wa'?D�;e: J✓-$V: ::1= !^:S ii -Lion ✓St 7)B7S IMv .B. ai pi=JC�1C 1$� ii:j.aii a!i 1' 1Di= Z h= __.news. ,-B:MeCn �. l •-i= ^ aVai arma' ,Tia� any adJL-,s miem:. „ ne=:)aC. ., il_•i IC=- _i. I� . � sa:..= art,.. I a, D � ! : . 1a -ds \h°•-iu I ` -; tD ' prevair W??ai liltlltiat!D ":. .D;i plete s�=iail ci C: ,^ V.'lae: Ca •? 1: M;^ :.ia r! a CD l�lal$lV DrIS,^. ! �_^-J� . ,-'� 7$a' a-✓.. -fi t'l= is tD'V VJitFI 'i1M'J :'- /:> 11 :i iam hDIa8 anz, =a ac_;!VS Ana,0 7 aoaadbol =and i o c k set. l Isall tila lock Sa 0you- C'lZ. i J �; D:of as'Bgai deli•✓^', SD,mm ✓- Srrike Di-c-teS art z:1 /aca-' S:, Ii-e pi =e •Suppilal-j bolts' ari tes located _: he=: ailt Sill. �C:v= he =..:? = SMDD✓ -. -i- �1J`�I. _..� .li�::!� 1 .t II=^ - .r. \'� i:�JE?112-lIDiI nDl=.-5.. �..-�l\' .l - 0= a. _.. _ _IL✓ s�pp. lD D :lam ✓i __... MIMI®DADS v MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 . NOTICE OF ACCEPTANCE (NOA) www.miamiaade.goWnern/ Trulite Window & Door Solutions, LLC 8130 NW 74'h Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County .Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer• will incur the expense of such testing and the AHJ may immediately revoke, modify,' or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111800"Aluminum French Doors w/ wo sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.)", sheets 1 through 15 of 15, dated 09-17-01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, 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 IMPACTRATING: Large Missile Impact Resistant Limitation: 1. SHW is integral part of sin le door application, door not to exceed 39-1/2W X 84"H and Max DP=+/-65 psf. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted_ herein. RENEWAL of this NOA shall be considered after.a renewal application has been -filed and there has been no change in the applicable building code negatively affecting the.performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate. this NOA. Failure to comply with any section ',of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 10-0930.07 (former Arch Windows, LLC dba AWP) and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMt•DADE COUNT NOA No 11-1209.02 . "'COPYAPP ExpirationDate:January 03,2017 -��r�roval Date: January 26, 2012 \� >,, Page 1 Trulite Window & Door Soh l'is-, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 10-0930.07). 2. Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.1.)", sheets 1 through 15 of 15, dated 09=17-01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation, signed and ,sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 10-0930.07/09-0316.05) 1. (Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2} Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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'ewith marked -up drawings and installation diagram of an OXO aluminum Outswing door, prepared by Fenestration Testing Lab., Test Report No. FTL-5701, dated I I/I3/08, signed and sealed by Carlos S. Roinda, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along'with marked -up drawings and installation diagram of Single Outswing door w/ SHW, prepared by Fenestration Testing Lab., Test Report No. FTL-5675, dated 09/11/08, signed and sealed by Carlos IS. Roinda, P. E. 3. Additional Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of an aluminum French Door w/3-point lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-3389, dated 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #061229.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 double Outswing aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03-0805.07 Yale Ogron Mfg. CO, C. CALCULATIONS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 0/15/11, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 03/10/09 and last revised on Jan 05, 2011, signed and sealed by Javad Ahmad, P.E. (transferred from file # 10-0930.07). 3. Glazing complies w/ ASTME-1300-02 & -04 1 Ilsha�q I. Chanda, P.E. Product Control Examiner P NOA No I1-1209.02 Expiration Date: January 03,2017 Approval Date: January 26, 2012 Trulite Window & Doc�__.jlutions. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I D. QUALITY ASSURANCE 1 ! Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1 Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex clear & color interlayer", expiring on 05/21/16. 2. Notice of Acceptance No. 07-1116.11 issued to Saf-Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate", expiring on 12/16/2012. I E. STATEMENTS 1.1 Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11115111, signed and sealed by Javad Ahmad, P.E. 2.1 Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/03/10, signed and sealed by Javad Ahmad, P.E. 3. Statement letter of compliance, part of the above referenced test reports. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by 1 J.W. Bullock. 6. Florida Dept of State, listing dated 02/03/10 of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 7. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. (transferred from file # 10-0930.07). 8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10-0930.07). 9. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10-0930.07). 101 Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO (Arch Windows, LLC)(transferred from file # 10-0930.07). 11.E Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively(transferred from file # 03-0805.07). G. OTHER 1. This NOA revises & renews NOA # 10-0930.07, expired on January 03, 2012. 2. Certificate of name changes and State of Florida listings. 3. Test proposal, dated 06-14-00, 09-20-01 and 11-06-07, approved by BCCO. L OPY ` �; ``LLCI VtN" Ishaq L Chanda, P.E. Produet Control Examiner NOA No 11-1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 E-2 r �r SERIES 1800 ALUM. FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NDT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. I 71 3/4" MAX. V DOOR FRAME WIDTH 11�� •Y 6 3/4' MAX. 12' 3" '3" H W o ' HEAD/SILL CORNERS A �� min II II u r = i `1•i C / ii E 1 —II II ` — i I d. M 2 J 4v II \ flit-= / 11 B 11 \ \ 11 a 1 111 / 11 / 11 I ACTIVE INACTIVE TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR O 0 0 IL �o 0t a � (L A q0�//���$ S� g O a �N 3 N ... C r� Q � 23 7/8" MAX. 1 Z} o 34" MAX. i ao P LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR DOOR OPTIONS �s A+�I/wwlN ll-1wq,02 GLASS D.L.O. DIMS. D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 13" t Lzq a D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.625" �rde D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 24)/2 DOORS/ SIDEUM TES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. Engn. UAW M M CML SHUTTERS ARE NOT REQUIRED. FLa PE (ipssz C.AR4 A �. e o •� n •u R � drawing g no. W01-64 II nD 3 "D.L. OPG. .L OPG. 12" 'n 34" 34' MAX. LEAF WIDTH LEAF WIDTH TYPICAL ELEVATION ( OXXO ) 0 VITH_ PANEL _SIDELITES rMlm 4CE APPLIED MUNTINS 9E USED i I M _... _ 108" MAX. U �s ..... _ . _...... _ _FRAME WIDTH ---- -- as I 12" 12" 3• MAX. p z 3 K A 3" 3„ 3„ �{ CORNERS \ 11 / \ II `II I M E LA � I n 7I Oe N u� Ju LLJ ii \ ACTIVE iLaI I IVE I SIDELITE OPTIONS Oo _ r„ M U O 0 Oaa c 0 lai z 4Lzu J � rSi N 0 9 � p QQ3 V7 g aC O LLl 3 18" 23 7/8" MAX. —^i 13 43Wl D.L OPG. D.L.OPG. � Jr. 0-+ 34" MAX. &3 �+ LEAF WIDTH O TYPICAL ELEVATION ( OXXO ) �ucQwouulgo WITH DIRECT SBT SIDELIT TO r $ $ s woo 1la17e11dk c H IISII/Ira11w wa m c -� c Cal � . g a DldM Dad[ of .o En9r. A/AU'A11MAG CIVIL FTA. PE B 70692 g, 3 3 CAN. • ell v :Q O drawing no. W01-64 1/8" ANN. GLASS .090 PVU INTERLAYER SAFLIX 111G BY 'SOLUTIA' 1/8" ANN. GLASS SILICONE SILICONE GE 2800 GE 2800 Im ALUM PANEL /8" THX. PLYWOOD .092" ALUM PANEL r 39 1/2" MAX. M4.0 m 2B 1/2" WINDOW WIDTH Z ro Q 3 z l 25 3/8" a D.L. OPG. (FIXED) O _ o o - 0 �o � o M z F \ O \ x < J m � d 6" MAX. a S� o MAX. HEAD/SILL M G o<. CORNERS Q v 24" D.L OPG. 26 1/4" G CVOWR 0R. <�' 0 Q �3LL 6 LL 3 J W m (m(yy yJW�i Q W n m O ;D I O m Z �p Zn Sm MU O W LL U ¢(a 0q(rc 14 / VENT WIDTH M 0 - / car ALUM CLAD/PLYWOOD PANEL NOTE: ro IrT 0 X 1" PH SMS 27-1/2",WIDTH MAX. SINGLE HUNG WINDOW IS INTEGRAL PART OF THIS DOOR. o 6" FROM ENDS 33-1/7i HEIGHT MAX.Lu IW NDOW DOOR AND 18" O.C. MAX. / R zm 0 GLAZING DETAILS TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 4 SINGLE LEAP DOOR WITH SERIES 2500 SINGLE HUNG WDW INSERT WINDOW INSERT OPTION rwmucr;o VW0 • C�wa w rm fAX�PIn1Lw Orwet`�� EaOr:. JAVAD AH CML FLA. PE f� 70592 CLAN.. 8.. • ®$���� Y n o T 1 m 3 3 u drawing now, W01-64 sheet 3 of 15 SINGLE LEAF. (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) GLASS TYPES 'A', 'D' OR 'D' EXT.(+) INT.(-) 31 1 /2 79 3/4 65.0 65.0 37 1 /2 65.0 65.0 31 1/2 _ "83-3/4 65.0_ _ _ 65.0-- 37 1/2 65.0 65.0 31 1/2 95 3/4 65.0 65.0 37 1/2 65.0 65.0 DOUBLE LSAT (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) GLASS TYPES 'A', 'B' OR 'D' EXT.(+) INT.(-) 80 79 3/4 65.0 65.0 71 3/4 65.0 65.0 60 83 3/4 85.0 6' 71 3/4 65.0 60 g5 3/4 65.0 �5.0 5.0 71 3/4 65.0 5.0 DOOR FRAM,_ _E_WIDTH, 0 o \\ (x) DOOR FRAME WIDTH j SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) 6/8' PLYWOOD .092" ALUM PANEL EXT.(.) INT.(-) 31 1 /2 83 3/4 65.0 65.0 39 1 /2 65.0 65.0 DOOR FRAM 5E _ 4 w o / JIME11CC* STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF DOOR FRAME HEIGHT (INCHES) DOOR FRAME WIDTH (INCHES) PANEL SIDELITE WIDTH (INCHES) DIRECT SET SIDELITE WIDTH (INCHES) GLASS TYPES 'A'. 'B' OR 'D' EXT. (+) INT. (-) - -- 79 3/4 31 1/2 00 -60 (XX)- 30 36 42- 48 54 18 18 - Is--- 18 18 65.0 65.0 65.0 65.0 65.0 - 85.0 65.0 55.0 65.0 65.0 37 1/2 (X) 71 3/4 (XX) 30 36 42 48 18 18 18 18 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 83 3/4 31 1/2 (X) 60 (XX) 30 36 42 48 18 16 18 18 65.0 65.0 65.0 65.0 65.0 6.9.0 65.0 65.0 2 (X) r713/4(XX) 30 36 42 18 18 18 65.0 65.0 65.0 65.0 85.0 65.0 95 3/4 31 1/2 (X) 6O (XX) 30 36 42 18 18 18 65.0 65.0 65.0 65.0 65.0 65.0 37 1/2 (X) 71 3/4 (XX) 30 36 18 18 65.0 65.0 65.0 65.0 DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC. 5: 9 ACTIVE W 18' MAX. I DOOR FRAME WIDTH a g r DIRECT SET SIDEUTE WIDTH (X) OR (1) SIDEUTE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 5E DECLARATORY STATEMENT DCA05-DEC-219 a DOOR FRAME SIDELITE WIDTH WIDTH / / (XO) `(OX) SIDEUTE WIDTH DOOR FRAME WIDTH LJ ,I ACTIVE xxo _�� 1 �•e��riiiil- SIDELITEL PANEL EXTERIOR LPANEL SIDELITE WIDTH DOOR FRAME WIDTH EXTEPJOR (XX) .i'C=T� P=7■L��il E��ii i7 G SIDELITE DOOR FRAME SIDELTE / LL 11 LAA SIDELITE P$0 Engr. JAVAD AHMAU KgdI ' CINL OLA. PE'/ 70592' C.0.N. 3538 L<: -11 L`a 2�a ( OXO ) III alp drawing W01-64 TYPES A, B & D 04 1 \ 7 GLAZING DETAIL AT DIRECT SET SIDELITE 1/8" HEAT STREWD GLASS .090 PVS INTERLAYER SAFLEX DIG BY 'SOLUTIA' 1/8" HEAT STREN'D GLASS SILICONE GE 2800 g � N 13. 14 1 N 0 #10 X 3/4" PH SMS AT 5" FROM ENDS AND 12-1/2' O.C. TYPICAL GLASS TYPE 'A' HEAT STREWD GLASS 015" URETHANE ADHESIVE .070" INTERLAYER 'I 'POLYCARBONATE IMPACT GLASS' ETHANE ADHESIVE HEAT STREWD GLASS SILICONE GE 2800 z f GLASS TYPE 'E GLAZING OPTIONS HINGES: u EXTRUDED 1/8" THK AND 7-1/2" LONG TWO-PART ALUMINUM BUTT HINGE (PART No. YH-650), Ip THREE PER LEAF, 11-1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE AT z h MIDSPAN. 3 O J LOCK OPTIONS: F� N a _4PnoN1- O U - STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE -FABRICATED LOCK STILE PART 0 No. YE-802, WITH 2-1/8" BORE AND 2--3/8" BACKSEr TO FIT STANDARD LOCK SET), KEY d' a OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . O G a MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH r v ro STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT $ C a a PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM a c TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. o a OPTION 92 Q,3LL F, LL ui : 0 MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT ACTIVE LEAF (FOR PRE -FABRICATED LOCK z J c3 m E aI 0, . STILE PART No. YE-837) WITH THROW BOLTS CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON Q �i . a ILj THE EXTERIOR AND THUMB TURN ON THE INTERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH n STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT i PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM TOP & BOTTOM OF INACTIVE z LEAF. a NOTE: g N � TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING, � am S ry�ZO JpM 3/16" HEAT STREWD GLASS .090 PVB INTERLAYER � $ SAFLD( 010 BY 'SOLUTIA' YE-833 fuleftlC9' Room c YE-835 3/16" HEAT STREN'D GLASS !lk c 6 g' 11hNks". eiw SILICONE M ro GE 2800 tip"Dfi*t p T o N 'L 15 !i �. 0 12 GLAZING ADAPTER OPTIONS 0 w ° II II O -Engr: JAVAD'AHMAD., _0 CIVL o FIk PE R 70592 o n CAN. 3538 GLASS TYPE 'D'46 '�Q,� drawing no. W01-64 I Y sheet 5 of 15 TYPICAL ANCHORS 113Y SEE ELEVATIONS WOOD BUCK 3/4—MIN. FOR SPACING a DGE .DI THROW BOLT ,�G•E'.pl�.� n . PENETRATION i6• �4 25 � Q' .. O #10 % 3 4" PH. SMS. AT 4-3/" FROM ENDS AND 14" O.C. MAX., TYPICAL TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 16 II�i9)JI ALTERNATE w-; 74 1 I,' .B. . • V ••• a b :. a .. ,•.b. �, a.,•b . 27 K TYPICAL ANCHORS TYPICAL ANCHORS EDGE 0IST� SEE ELEVATIONS FOR SPACING EDGE DIST. SEE ELEVATIONS FOR SPACING OPERATING UNITS WOOD BUCK )GE STwoo RUCTURE I Z 3 0� �J U _ _ WOOD BUCKS AND METAL STRUCTURE NOT BY TRULTTE 0 c PICAL ANCHORS 'OEE ELEVATIONS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM < R SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. It a S ' METAL )GEST.� STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 a3 t` n 0 " aW3d6 I1,V' DIA. TAPCON BY 'ITW' OR 1/4° DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSQ IL z el' J 5� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a 1-1/2" MIN. PENETRATION INTO WOOD 0 FTYPICAL a THRU 1BY BUCKS INTO CONC. OR MASONRY1-1/4" MIN. EMBED INTO CONIC. OR MASONRY ANCHORS DIRECTLY INTO CONC. OR MASONRYSPACINELEVATIGNs 1-1 4 MIN. EMBED INTO CONC. OR MASONRY FOR SPACING / a N 4114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) S ui INTO METAL STRUCTURES >� STEEL 12 GA MIN. (Fy = 36 KSI MIN.) ra to "d ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) fE �M (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n n z 3LL w 91 MS OR-SELE DRILLING CREW $ -i � INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) 0W TYPICAL EDGE DISTANCE aD w INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. �¢ INTO METAL STRUCTURE = 3/4" MIN. $ $ o CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. c w g C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. g 1 $ 4 SEALANTS: - FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. WCV saCYli/N oaa y ° S Im S . Euplr�ttw BMs O •° ALTERNATE ; Engr. JAVAD AHMAD FIA. PEA++T 7DS82 CAN. •S53B ML�Ifhde wy.etC n $ _ }. • • EDGE DIST. TPPICAL ANCHORS SEE ELEVATIONS FOR SPACING ��+• drawing no. sheet 6 D(15 S 1YPIC9l FO TYPICAL FOF ALTERNATE ACTIVE INACTIVE - 2s a ..I #10 % 3/4" PH. SMS. 23 AT 4-3/4" FROM END p g 22 AND 14" O.C. MAR. AA OPERATING UNITS TYPICAL 19 LOCK OPTION 2 EXTERIOR (SEE SHEET 5) " L_ _ 3 POINT LOCK ON ACTIVE LEAF OPTION ng/: JAVAD AHMAD CM ggL CAk 3538 92 drawing no. W01-64 sheet 7 of 15 �I J TYPICAL ANCHORS ' PANEL SYDELITE INSTALLATION DETAILS SEE ELEVATIONS ��V 'o EDGE DIST. FOR SPACING L e. Z f % W O U ILC OG a O n V M cf K > . ° #10 X 3/4" PH SMS o o AT 4-3/4" FROM ENDS AND 14" O.C. MAX. 0 m C #10 X 3/4" PH SMS a 0 N 8 SILICONE AT 4-3/4" FROM ENDS �i 2 to f AND 14" O.C. MAX. J' TYPICAL lu Q Z SCREWS NOT REQUIRED. 1/4' MAX' #10 X 3/4" PH, SMS. FOR SIDELITE/DOOR JAMB - O .1 ,1 SHIM 5 O AT 4-3/4" FROM ENDS AND O CONNECTION U o 6 b 14" O.C. MAX.. TYPICAL I� I� 1 ' . SILICONE 1 • c . 1. f/) j �I 1 - 17 3 N rs I I II II '' 12 24 o ac TYPICAL. ANCHORS o !I !1 FOR PACINGSEE ELEV. 41 a a = _- - _-_ — - - - - 3 d• r7 o N d J W ` k5�c 111 ,.�.... •:� 7 18 3 22 7 m Z m A tl 21 7 EXTERIOR D.L. OPG. r 2 • D EDGE GIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT — ALTERNATE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Engr. JA& CIVIL FLA. PE jp 70592 :.Ofn.N: 77530 7 �ug5�90 Ocw z O 1 n O drawing no. W01-64 sheet 8 of 15 is DIRECT SET SIDELITE UNITS DIRECT SET SIDELITE INSTALLATION DETAILS SCREWS NOT RE00. CML' • •FLA. PE.,gg 70j92 . .C, 'N:i�5;18 ljrjrl $ a p 6 � drawing no., W01-64 sheet 9 of�5 i I DOOR FRAME 'HEAD .718 2 O50 1.700� ., 12 GLAZING CHANNEL F1.594 1 .375 .let �I �062494 J 1. 22)PRESSURE PLATE 1 (9) SNAP CAP .973 1.217 I 973 � p_II 1.514�'. I� .050 h- -� .O50 .653 B7 13 14 EXT. GLAZING LEG INT. GLAZING LEG STAINLESS STEEL/2 FFi. MS. (THREAD CUTTING) TOP/BOTTOM RAIL 4.138 .070 I 11.14 b-4.282�� o O O O n g 0 N .450 j 3.555 2t HINGE ASSEMBLY 7 HINGE STILE -4.000-� k4.151 I 1.500 2.125 124 1.834 1 .535-� 1.490 ii .070 4.871 n SIDELITE FRAME LOCK STILE 2.1 I 241 . 4.862 IS LOCK STILE (FOR 3 POINT LOCK OPTION) ITEM y PART # REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 YE-B32 1 •DOOR FRAME HEAD/JAMB 6063-TB - 2 YE-810 1 STD. THRESHOLD 6063-T6 - 2A YE-1820 1 HI -RISE THRESHOLD 6063-T6 - 2B YE-840 1 OPTIONAL THRESHOLD 6063-T6 - 5 YH-809 AS REQD. SIDEUTE FRAME 6063-T6 - 6- -YE=801- -2/-LEAF--DOOR-LEAF-TOP AND -BOTTOM -RAIL 6063=T6- = - 7 YE-803 1 DOOR LEAF JAMB - HINGE SIDE 6063-TB - B YE-802 1 DOOR LEAF - LOCK SIDE 6063-T5 - 8A YE-837 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 6063-T5 - 9 YE-806 2/ LEAF. SNAP CAP FOR DOOR LEAF & SILL 6063-T5 - 10 YE-816 AS REQD. COVER PLATE 6063-TB - 12 YE-824 4/ LEAF GLAZING CHANNEL 6083-T6 - 13 YE-835 AS REQD. EXTERIOR GLAZING LEG 6063-T5 - 14 YE-833 AS REQD. INTERIOR GLAZING LEG 6063-T5 - 15 YH-623 AS REQD. GLAZING GASKET VINYL OUROMETER 75 SHORE A 16 YH-4004 AS REQD. WOOL FIN WEATHERSTRIPPING (;187 X .260) - ULTRAFAB 17 YH-622 AS REQD. BULB WEATHERSTRIPPING (.198 X .260) VINYL OUROMETER 75 SHORE A 19 GU I/ACTIVE LEAF 3 POINT LOCK MECHANISM (OPTIONAL) S. STEEL - 20 YH-610 AS REQD. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST 21 YH-650 3/ LEAF BUTT HINGES, AT 11-1/2" FROM ENDS & MIDSPAN ALUMINUM WITH SS PIN 22 YE-a05 4/ LEAF PRESSURE PLATE -TIE ROD 6063-T5 2-1/2" LONG 23 YH-630 2/ LEAF 3/8" CIA. THREADED ROD STEEL - 24 YH-618 2/ LEAF 3/8"-16 HEX FLANGE NUT STEEL - 25 YK-641 AS REQD. INSTALLATION SCREW HOLE CAP PLASTIC - 26 YE-842 2/ LEAF FLUSH BOLT GUIDE, 1-1/2" LONG 6063-T6 - 27 YH-656 2/ LEAF FLUSH 'BOLT ADJUSTMENT PLATE S. STEEL - 28 YH-681 1 PROTECTIVE BOX NYLON - 29 YH-616 1 LOCK SET ASSEMBLY - LEVER OR KNOB TYPES 30 YH-617 1 DEADBOLT ASSEMBLY - - 31 YH-816 AS REQD. I INSTALLATION SCREW COVER STRIP 6063-T6 - 32 YH-80B AS REQD. I SIDELITE FRAME MULLION 6063-T6 - I-1.990 1.9,110 .1 10 � 1.990 �j �10 2.fi 10 00 1.500 00 1.590 500 � �- .500 .500 .078 4.000�i .079 a.000-^i .079 4.000--d STD. THRESHOLD 1 (2A) HI-RISETHRESHOLD I 2B OPTIONAL THRESHOLD as wa an Pkd& A�14AIlo Ib O . C IIIIN•rr. � _ L' .Enq(., 'A AH CIVIL pp�IA592 �'. m CA(N�L'5438 .. B drawing no. W01-64 ' 2U;91'` •.' I sheep ti9— 4oM IOU 6UIMDJp o S � fD m '�@pW/��MrirygNYrM vasuait.tsnaara ` M10.��� �v zf �< o m 00 z � zz F- F AN z 3 � �NZ �MD N B. R x aoa 30 y 9 Q ON3 HOV3 1V L1N .8/f T a 2-0 SNOI .z r yp� 31V1d San: UI V N 9 3a ;� z SAS Hd .l X Ol# aoo8AM01 3WVSJ— SVIS ..L X Olq (Q) ' 1 r g;o Z ways A1BW3SSV 1109HS(lld W01108 -vs— Bonn Holaux$ •ou BU!Molp o s Z690L 3d M,tf 'SAS 100830n 'Hd x bZ-8# `I VWHVIOwVAtlh ��+3. „Z/l (Z) MM 31V'Id ONasnI'OV 1708HSn13 13315 SS3lNlV15 '! 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