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HomeMy WebLinkAboutSUBMITTED PAPERSOFFkCE`USE ONLY: FIL DATE ED: _ ' % / ' op 9 PLAN REVIEW FEE: RECEIPT NO.: L1 ���/ PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue �C Ft. Pierce, FL 34982-5652 .G� 772-462-1553 C/6 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 'SSti 3 7EEQ_ &4-1 0k. 2. PROJECT NAME: V i LLB SITE PLAN NAME: 3. PROPERTY TAX ID #: ] 3 13 5 _ bd�l i� -3 • 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Lc-T 471 4- 441- rioe I-)!!`l 1 k*o 5. PLAT BOOK 1 ZA 1 6. PAGE NO. &>n6 7. BLOCK NO. 8. LOT NO. 71I.1 �7Z 9. PARCEL SIZE (ACRES/SQ FT.): 1 • LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: &f' 43.S SC/ i))V-7 ¢- zx" w1444u-D i u no sore-pr) 11. SET ACKS (A TUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ -j-� SIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: j / ..4iyezMC.4E'E 14. SQ. FT OF CONSTRUCTION: 15. SF. FT 1 st FLOOR: 16. VALUE OF CONSTRUCTION: $ 40 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 value 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 s _ Llttrr ADDRESS: _SJ 3 'J e,#/- :k• QQ�.., CITY: ��/GGI� STATE- ZIP: 3 "1 PHONE (DAYTIME): 77101' Email: 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): CONTRACTOR INFORMATION ST. of FL REG.CERT #: ��C �J�ST. LUCIE COUNTY CERT #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: _�(p�� J1/ • �LJ �? CITY: STATE: ZIP: PHONE (DAYTIME):) $Zg4—� 5[�l�i FAX NO.n4—$4ir% Email: ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): () BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: STATE: ZIP: ZIP: 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. 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 youi* Homeowner's Association and review your deed for any restrictions which may apply. 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. 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 OR CPf R SIGNATURE CONTRACTOR SIG TURF STATE OF FLORSTATE OF FLORIDA COUNTY OF .1 izi rf- COUNTY OF --�� a/ 9a 16jAV. The foregoing instrument was acknowledged before me this 7_ day of =447tf 20�, by fi ltl �t�/ // /V who is personally known _,ef1___0r has produced as identification. Cii�znat o ary The foregoing instrument was acknowledged before me this day of —5 44G.A-�f , 20 1 , by `t� A%[ '�b. YjAvji /VL who is personally known or has produced as identification. Sig otary SPRY �p Commission No.T�O��� q l �'HERno,, Commission No. V toorD%)0,,! ::,geaUHMSTOPHERTHOMA9 rISSION a FF UM * * MY WMMIS$I0N A FF 0067e wl°�ofao�`Oe BonEXPIRES: Jujy4 2017 EXPIRES: July 28. 2017 budget Notary Servkes �t00 f,d0r Bold Thru B14d No" Sob NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBBUILDER, 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 OWNERBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICIE USE ONLY BP #: SGD� frD c7 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 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 SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED DATE COMPLETED INITIALS JOSEPH E. SMITH, --RRK OF THE CIRCUIT COURT - SA7, LUCIE COUNTY FILE # 3913718 C 'OOK 3594 PAGE 458, Recorded (08/2014 at 02:53 ) Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT Tax Folio No The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement Legal Description of Property: ((and street ad ress if avails le): La— Lail - 4"17 /D-M-- 41� `��itsk/_1$ General description of Improvement: C9.�4�! Ii�li7N /, SGfJ h..—I f✓/Vn/W, Owner information or Lessee Information if the Lessee contracted for the Improvement: Name Lzu,([ Address ! iC �! Interest in property: Z21&6/ Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Contractor Address: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number. Lenders address: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7, Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates Uenors Notice as provided In Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowled f. (Signature of Owner or Lessee, Owners or Lessee's Authorized Officer/Director/Partner/Manager C°oun.aar�T[. (Signatory's Title/Office) The foregoing Instrument was acknowledged before me this day of-2 err, 201/ ' - / �/� , ,,,, By l�f'h (�• sL as i QU4917M for LQ' s WLr�n& 1 e o erson Type of authority (e.g. officer, trustee) Party on behalf of Instrument was executed Personally known_ or produced Identification_ (Signature ry Public- State of Florida) nn ype, or Stamp Commissioned Name of Notary PType of Identification produced +P;'• :; OFi111111TOPFERTF10 a * . MYOOIMISSIONIFF00W r+17 arrs �iMaBi NNdry�Wft STATE OF LORIDA ST LUCIE COUNTY N,1$'IS TO CERTIF�TNA TF�1S TRUE AND COHfiEC COPY QF ORI I w By: JAN trrMt Date ' Planning$, -Development Services REVIEW COMMENTS Building & Gode Regulation Division 2300 Virginia Avenue. Fort Pierces FL 34982 Phone:(772)462--2172 Fax:1772j4624.443 Page 1 PROPERTY INFORMATION Address: 5513 Deer Run Dr City / State / Zip: Fort Pierce, FI 34982 Parcel #: 1313-502-0048-000/3 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1401-0090 Permit Type: BUILDING (MISCELLANEOUS) CONTRACTOR INFORMATION Contractor Name: Brian D Kruger Business Name: Kruger Construction Corp Business Addr: 6695 N Us 1 Unit # B City / State / Zip: Vero Beach, FI 32967 Owner(s): Lois S Willett / Steven B Willett Jurisdiction: SAINT LUCIE COUNTY Lot#: 471 Block: Stories: REVIEWS AND COMMENTS Review Type Status Reviewed By FRONT COUNTER REVIEW COMPLETE Audrey Humphrey Comment: Automatic Sprinkler System? No Fax Number: 772-569-9115 Email: Krugerconstructioncorp@G mail.Com Date Started Date Completed Date Released 1/8/2014 1 /8/2014 1 /8/2014 PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 2/6/2014 Comment: SUNROOMS SHALL BE DESIGNED IN ACCORDANCE WITH FBCR 301.2.1.1.2 * SEE CHAPTER 5 OF THE NSA 2/6/2014 2100 FOR DESIGN * MUST MEET THE WINDSPEED AND EXPOSURE OF THE LOCATION 2/6/2014 Comment: WHICH CATEGORY SUNROOM ARE YOU PROPOSING * PLANS ARE NOT SHOWING ANY CODE CRITERIA 2/6/2014 Comment: SHOW A FLOOR PLAN OF THE ROOM * PER THE 2010 FLORIDA RESIDENTIAL CODE THIS SPACE DOES NOT COMPLY WITH THE SUNROOM DEFINITION [ SEE F.B.C.R. DEFINITIONS ] 2/6/2014 Comment: SHOW EXTERIOR ILLUMINATION FOR THE DOORS 2/6/2014 Comment: SHOW THE DETAILS OF HOW THE DOORS ARE ATTACHED TO THE FIXED GLASS SECTIONS ON PLANS AND THE ATTACHMENT OF THE DOOR SYSTEMS TO EACH OTHER 2/6/2014 Comment: SUBMIT [ 2 ] " ORIGINAL " ST LUCIE COUNTY CERTIFICATION FOR DESIGN LOAD COMPLIANCE SHEETS COMPLETELY FILLED OUT, SIGNED, SEALED AND DATED 2/6/2014 Comment: MUST HIGHLIGHT THE PRODUCT APPROVAL DETAILS AND DESIGN PRESSURES FOR REVIEW 2/6/2014 Comment: MUST ADDRESS THE HURRICANE SHUTTERS 2/6/2014 Comment: CANNOT COMPLETE REVIEW AT THIS TIME * SUBMITTED DOCUMENTS ARE INCOMPLETE 2/6/2014 Comment: IF THIS IS AN ALUMINUM STRUCTURE PLS SUBMIT THE CORRECT PERMIT APPLICATION 2/6/2014 Comment: COMMENTS MAILED AS OF THIS DATE * E-MAIL NOT LISTED WILLETT JOB 5513 DEER RUN DR W� Page 1 of 1 --------------------------------------- 72 '33 ' NVPD 39: (2628 ) http://www.paslc.org/bldgsketi�tv4000/933001.jpg 1 1/6/2014 Office - 772-569-5496 Fox"= 772-569-9115 6695 North US ', Suite B `Vero Beach, F'L 32967 Aluminum Division Lic. # CBCO32086 Brian D. Krugej Buli-JIng Contracto! Chris Thoma� Sales Manage, PROPOSAL SUBMI-1, ED TO 1 T;A= LOIS WILLETT 772-460-7708 11/29/2013 5513 DEER RUN DR CITY. STATE AND ZIP CODE a M5 LOCATION FT. PIERCE, FLA AFICHI T;:GT 'I DA7E OF -LANS jOB TYPE GLASS ROOM COLOR WHITE ))-,a 1-j oft) SCREEN CHARCOAL GRAY ;AESH 8114 M20 SOFFIT VENTED UN VENTED FACIA 4': 6:1 81 KICK PLATE FLA. GLASS QHAJR FWL PAN ROOF WSUATED 1'0' 1 f DOORS RH. POOL ROOF 14IA14SARID GABLE HIP RAT SEAIVIS 20'2 1/2" 20'3" ROOF SO, FT, ALL SO, -FT HEIGHT. f P cr 1211V - S.G. L.F. KNEE WALL INSTALL (2) 240" X 801 GLASS SLIDERS WITH FIXED GLASS ABOVE. INSULATED GLASS AND SCREEN SLIDERS INCLUDED OPTION WITH NON INSULATED GLASS $12,160.0(4QOPTION WITH CLEAR GLASS = $11,960.0C'r We Propose Onaian'ol­cornis ir! CS:Ov� 3,960.00 $1 3f 1/2 DOWN 01 'i veorlyi W!!i anargec or, unca-z' 30 -1'zr/f�' -�i! guu-rarr'-.I�e�; �rl oe Epesiflsd'. Ai; mt;wK al rne'r'n nr- 'o, ifi -;Tiur n� a _Xm�_ crcr-'7s ai;irfics. Ail xcrec; c..,;r mcrierIcis anc ,_arji tn,(-; F;0-!:%7, .Gliv cornp;e�ed pmjeacl STC);zn camcge, �tfre' -"�"Gm %�Cn.j fonme.�'it -,o Cev_-iO-_ minor -_Fcck" a,­j ane nc)i 0 w0u'Oe!'�.; :7erT!. Ikil ��"Ote 'B'durice Due Upor, flove me right ro noic any .3r rj!i C. '-h-ap c�a�nnce' '-'�".Je tc 4-C'.45 ix any mher "Vor."ant%, i"arns. The Cu�".Cme� "r-fil Irmy mr �.5- "_=Cuirec to co4ew 0! 18�;'TCS. Caere:. b, ' � VkXkM��n's lo". -'o- cva� tinge �ro'n 3 Undar S"N'ra v'nere ti -urjs fiom sr'ecmec i0r'.r'jC' 4. ':'f C;ooc LOW ove--v rl I �d if V iose rlfoln'-�-' OM' 0 r", T ccnlaci the '7ocr_ ,z,-ur-nonzec 5t,r.'na-,ur� _,- Acceptance of Proposai_�Tne wvve condkz PC; (file vvi-i oamcce Dcia Of Accapmnca X :.. Febrdary,06;.20.14. 10696 KRUGER CONSTRUCTION CORP ^37Z J BRIAN D:KRUGER :... ..... . . . 6695 N. US I. UNIT # B VERO BEACH, FL 32067 FEB 2.6 2014 RE: Building Permit. Number. - 1401-0090 As of today's date :the owner listed on your application: is:being notified along with yourself that the referenced buiding permit has some issues listed in the comments.below. Please.address these issues as:quickly as possible so that:we are able to continue to process this permit in,a-timely manner. If, . you:have.any_questio.ns.regarding the comments below, please. call:our office. : . PROPERTY.INFORMATION .. OWNER INFORMATION. 5513. DEER RUN DR-. STEVEN B-WILLETT FORT PIERCE, FL' 34982 . 5513 DEER RUN DR FORT PIERCE,. 34951. APPLICATION INFORMATION_ . = Permit Number: 1401-.0090 Stories: 1 . Permit Type: BUILDING (MISCELLANEOUS) . .. REVIEWS. AND COMMENTS. . . .. .. .. .. .. .. .. ... .. .. .. Revlevi Tyce Status Reviewed By - Date started Date Completed Date Released FRONT COUNTER REVIEW COMPLETE - AUDREY HUMPHREY 1/8/2014 1/8/2014 1/8/2014 Comment: ..PLANS.EXAMINER REVIEW. .. INCOMPLETE -JOE CICIO . 2/6/2014 2/6/2014 9:44:14 PM Comment: f . SUNROOMS SHALL BE DESIGNED IN ACCORDANCE WITH FBCR301.2.1..1.2* SEE CHAPTER 5 OF THE NSA2100 FOR DESIGN* MUST MEET THE WINDSPEED AND EXPOSURE OF THE LOCATION 2/6/2014 1:44:15 PM Comment- ✓ WHICH CATEGORY SUNROOM ARE YOU PROPOSING.- PLANS ARE NOT SHOWING ANY CODE - CRITERIA. . 2/6/2014 155.46 PM Comment: SHOW'A FLOOR PLAN OF THE,ROOM ' PER THE:2010 FLORIDA RESIDENTIAL CODE THIS SPACE . :.. . .:.. .. B. .. DOES NOT COMPLY WITH THE SUNROOM DEFINITION [SEE F. C.R DEFINITIONS ] . 2/6/2014 1:55:46 PM . Comment: SHOW EXTERIOR ILLUMINATION FOR THE DOORS 2/6/2014 2:38:17 PM Comment:. -SHOW THE DETAILS OF HOW THE DOORS. ARE ATTACHED TO THE FIXED GLASS SECTIONS ON PLANS AND.THE ATTACHMENT OF THE DOOR SYSTEMS TO EACH OTHER' . 2/6/2014 4:18:04 PM Comment: SUBMIT [ 2 ] " ORIGINAL ".$T LUCIE COUNTY CERTIFICATION FOR DESIGN LOAD COMPLIANCE SHEETS COMPLETELY FILLED OUT ,'SIGNED, SEALED AND DATED •Thursday; February 06; 2014 4:31 PM 2/6/2014 4:18:04 PM. Comment:. MUST HIGHLIGHT THE PRODUCT APPROVAL DETAILS AND DESIGN PRESSURES FOR REVIEW 2/6/2014 4A8:04 PM Comment: MUST ADDRESS THE HURRICANE SHUTTERS 2/6/2014 4:18:04 PM . Comment;. CANNOT COMPLETE REVIEW AT THIS TIME * SUBMITTED DOCUMENTS ARE INCOMPLETE 2/6/2014 4:18:04 PM Comment: IF THIS IS -AN ALUMINUM STRUCTURE-PLS SUBMIT THE CORRECT PERMIT, APPLICATION ,• 2/6/2014 4:25:54 PM Comment: COMMENTS MAILED AS OF THIS DATE * E-MAIL NOT -LISTED : - - . Florida Building Code Online _ t MIZ Page 1 of 4 r o o • � 1 1 � A / � .a .. i Florida DepartmentY BCIS Home ; Log In i User Registration Hot Topics ! Submit Surcharge Stats &Facts ; Publications ! FBC Staff ! BCIS Site Map ; Links f Search i Business Professib�al USER PublicUser a' .1 il:y - ILl LIVPr Product Approval Menu > Product or Application Search > Application List > Application Detail (DPY FL243-RlS Revision 2010 y Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. FL # Application Type Code Version Application Status Comments Archived ❑! Product Manufacturer 1PGT07 Industries CONCEALED FASTENERS CH ATTACHM i� Address/Phone/Email 1070 Technology Drive Nokomis, FL ARE THE RESPONSIBIM OF THE 75 -0 (941) 486-0100 00 Ext 22316 druark@pgtindustries.com CONTRACYOROFMORO Authorized Signature Jens Rosowski jrosowski@pgtindustries.com 'Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosawski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A mot/ Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval Date Approved 12/09/2013 http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu3mwFvZ35 V... 12/23/2013 Florida Building Code Online Page 2 of 4 J FL # Model, Number or Name 243.1 CA-640 Fixed Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Aluminum Fixed Window used with Casement/Awning Certification Agency Certificate FL243 R15 C CAC 12-1218.12.odf Quality Assurance Contract Expiration Date 04/11/2018 Installation Instructions FL243 R15 II 12-1218.12.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11111803.pdf Approved for use outside HVHZ: Yes FL243 R15 C CAC 12-1218.11.odf Impact Resistant: Yes FL243 R15- C CAC 13012927.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Please see the Miami -Dade County Notice of 04/11/2018 Acceptance (NOA) for product performance information, Installation Instructions anchorage details, and anchor type, size, and spacing FL243 R15 II 12-1218.11.odf information. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: -- Evaluation Reports Created by Independent Third Party: 243.3 PW - 220 on -Impact) Prev. F-600 Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11-1114.14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2016 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 11-1114.14.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.4 PW - 520 (Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13-1009.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 13-1009.04.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.5 PW - 620 Aluminum Fixed Window (formerly 701 NI) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13050204.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 13050204.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.6 PW - 720 Aluminum Fixed Window (formerly 701) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 RIB C CAC 13050203.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 13050203.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 12/23/2013 MIAMI-LAG MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2& Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/uera/ PGT Industries, Inc. i 1070 Technology Drive x North Venice, FL 34275 � 5c t COP 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 "PW 220 Picture" Aluminum Fixed Window — N.I. APPROVAL DOCUMENT: Drawing No. MI—PW22041 titled "Fixed Window Installation Guidelines", sheets 1 through 8 of 8, prepared by manufacturer, dated 04/01/11 with the latest revision "A" dated 10/19/11, prepared by PGT Industries, Inc., signed.and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: ' A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official.. This NOA revises NOA No. 11-0509.02 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. �MIAMI•DADE C t�7 Y NOA No.11--1114.14 �� Expiration Date: August 18, 2016 2 b tiZ Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5r�"Ir DRAWINGS 1. Manufacturer's die drawings and sections. gCOPY (Submitted under NOA Is No. 11-0509 02) 2.. Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets 1 through 8 of 8, prepared by manufacturer, dated 04/01/11 with the latest revision "A" dated 10/19/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, Type "D" window, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 588-07 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • FT"482, dated 03/24/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under NOA No. 11-0509 02) r C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by PGT Industries, Inc., dated 05/03/11, signed, sealed and dated 08/05/11 by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-009.02) 2. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC 2010, dated 10/26/11, signed and sealed by Anthony Lynn Miller, P. E. C 4� - a Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.11-1114.14 Expiration Date: August 18, 2016 Approval Date: February 16, 2012 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Statement letter of no financial interest and independence, dated 10/26/11, signed and sealed by Anthony Lynn Miller, P. E. - 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest; conformance and compliance with the FBC- 2007, dated 04/24/08, signed and scaled by Anthony Lynn Miller, P. E. (Submitted under previous NOA No.11-0509.02) 5. Laboratory compliance letter for Test Report No. FT"482, issued by Fenestration Testing Laboratory, Inc., dated 03/24/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No.11-0509.02) G. OTHERS 1. Notice of Acceptance No. 11-0509.02, issued to PGT Industries, Inc. for their Series "PW-220 Aluminum Fixed Window — Non —Impact", approved on 08/18/11 and expiring on 08/18/16. 9 �- Jaime D. Gascon P. E. Product Control Section Supervisor NOA No. 11—I 114.14 Expiration Date: August 18, 2016 Approval Date: February 16, 2012 E-2 GENERAL NOTES: SERIES 220 NON -IMPACT FIXED WINDOW _ 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. X ' MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KS] PER ANCHOR TYPE, SEE TABLE 3, SHEET 3. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/P THICK ARE TO A BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1.1r2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 3 & 4, SHEET 3 & 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME 16' MAX INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNO/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOAD$. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E7300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) REFERENCES: TEST REPORTS FTL-0482: ULTRACON NOA: ELCO CRETEFLEX NOA: ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL 10) THE 220 SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE 6000 SERIES (FLANGE FRAME) OR 8001 SERIES (FIN FRAME). SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET2. Ir — WIDTH WIDTH --I I-- WIDTH --I I— WIDTH --I T T O"—j T a: i11( I-+— WIDTH —•I I-- WIDTH --I F- — WIDTH —•I I+-- WIDTH --I T — T w � w = x � t•` - � ---I WIDTH h— •-^I WIDTH z`�.%• Imo- WIDTH Ld _ Ld _ x WIDTH —� I W� 7 T /] 1_ 6" MAX 81"TIP-TO 71P WIDTH 60'BUCKWIDTH 68-6116' VISIBLE LIGHT WIDTH 1e• �—r!R 1 MAX. O.C. 96' BUCK 9asne' Vt81BLE LIGHT 97, HEIGHT TIP -TO TIP HEIGHT TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO TABLES: WINDOW GLASS DP O.C. SHAPE TYPE TABLE TABLE SQUARE OR RECTANGULAR ANNEALED 1 6 SQUAREOR RECTANGULAR TEMPERED 2 6 ARCHITECTURAL ANNEALED 1 7 SHAPE ARCHITECTURA TEMPERED 2 1 B SHAPE DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEET 2 NOT RATED FOR IMPACT RESISTANCE 4 1-YNN 411< ............<F /i 140. 58705 E O 11 ' Z� XL P E 60" BUCK WIDTH 8B-W16" VISIBLE LIGHT WIDTH 4' MAX. C C 6' MAX. O.C. TEMPERED -GLASS VISIBLE I VISIBLE / LIGHT HEIGHT 90' BUCK 6" MAX. O.C., I HEIGHT ANNEALED GLASS 4" MAX 18° MAX. O.C., ANNEALED GLASS O.C., TEMPERED GLASS TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES _....... ._.......... 1 ELEVATIONS .... __.. _......._..... _..1 GLAZING DETAILS .... .................. 2 DESIGN PRESSURES ......... ._.., 2 INSTALLATION, FLANGE„.......... 3 INSTALLATION, INTEGRAL FIN_, 4 ANCHOR SPACING, AN ... -.......... 6 ANCHOR SPACING, TEMP........,, 8 ANCHOR SPACING, SHAPES._...? CORNER ASSEMBLY...,.......... 8 EXTRUSION PROFILES .... ....... W.B PARTS LIST...................................8 w cOmPlYing with 0ta ludds Building Code vlaod BY: Revleron:—Ptencallo Rs J.J. 10/19/11 2010 FBC UPDATE ° - _ r Rwrsea By, pate: Rowan: Mieml ada ud Oa ® Ihmpiplfan: prawn or GENERAL NOTES & ELEVATION J ROSOWSKI 1070 TECHNOLOGY DRIVE 7111c pats: II. VENICE, FL 34275 FIXED WINDOW INSTALLATION GUIDELINES 4101/11 P.O. BOX 1529 NOKOMIS• FL 34274 SsrlsolUbds0 Soda sstr Omwtnp No. Rsv: cERr. OF AUTH. #22296 PW-220 NTS 1 OF 8 MD-PW220-01 A r + . TABLE 1: Design Pressure (psO for all Frame Types Glass : 311W or 114" Annealed Glass, Monolithic or Insulated Frame; AB Frame Shapes Long Side Qn) o 63.685 65' 67 80 62 1 65 68 1 72 1 75 60 84 1 g0 96 102 1 110 120 130 1 144. 1 145 19 +/742 t• +-73. +- -7 +. +. + .4 --Me +/• +- +/-68.3 +/- ,B +- ,4 +- +- +1- 5. +- 20 +1-71.3 1 0.9 0-70.4 +/• 69.6 +!• 69.2 +f-6 6 -68. + - 7.4 +1- 67.0 +/- 68,3 +/-65.9 +/• 65.3 +/• 64,8 + 64.3 +l- 83.6 +/• 8 9 +1- 52. a!• 82.4 22 +f-88.4 +1.65.9 41- 5.4 +1.84.8 +1-64.1 +/-636 +/•629 +/-62.3 +/-81.8 +/-81.2 +f-e0.7 +-80.1 +-59.8 +769.1 +/-58.8 +/-6&1 +/-67.6 24 +- 2.3 +!-81.9 +/-81.3 +1-60.6 +!•60.0 +/-69.9 +1.58.7 +I. S&0 +/-67. +l• 9 i/-68.4 +-56.6 785.3 a/-54.6 +/-64.1 +-62.7 28 +/-56.9 4/-58.5 +/-57,8 +1.57 +/•56.5 756,8 +!•5&2 +1-53.4 +/-626 +f-b11.9 +-49,9 +l-4&4 +-47.5 +/-46.7 +/-4&6 28 30 _ 32 34 rn 30 38 9) 40 42 44 48 48 W 539 +/..1 +/- 55.a +/•6.9 +1•64,1 +/763,8 +/751.6 +-49,6 4 -47.6 +/-48.6 +/-44,4 +/-4a2 +/•41.6 +A 40.6 +-38.9 H-62.6 +/-61.6 +Tso.s tLE1 +/•46.6 +/-427 +/•41.6 +/-39.9 +/-3a8 +1.37.1 +/-358 41.60.4 +1.49.8 1 +1.48.7 41.45.9 +/-428 +1.40.4 739,2 +1-37A N•36.4 +/-33.2 +/•48,8 41•47.8 +/-47,0 +-44.8 +f-41,6 +1-38.9 +1-37.7 +1-34.9 +/-329 0-47. +. .1 +- 66.4 •1•44.2 0.41.2 +1-36L6 M-37.0 +/-3&7 +•45. +/744.7 +-4q,0 +/-A3.2 N-41.0 +!•39.4 +/-3&8 a/-44.7 tf_43,6 +71-42.a +•41.8 of-40.8 al•3&3 +/-43.0 +-42.6 +/•41.8 +•4 .6 •!•411.0 +743.0 ?/• 41.8 +T 40. +/• 39.9 +/-423 +/-40.e ♦f-4 .1 +/-41.8 +1-40.3 t1-60.7 +/-60.2 +1-61.7 +/-51.2 +PMe 44-49.4 +1-40.5 +-47.9 +•47.3 +/-48.T +-46.3 +/-45.8 +l b.4 -4 +/-qq,7 +1-44-7 +/- 44.0 +/- 44.2 +/-43.4 +/_43.7 al-42e +1.43.3 TABLE 2- Design Pres9ure (p"for all Frame Types Glass : 3116" or 1J4" Tempered Glass, Monolithic or Insulated Fmnte: All Frame Shapes L000 Slda On) 4 75,894 77 6o 62 64 87 BO 92 a8 99 1 102 1 108 110 1 116 1 120 125 130 1 137 1 141 1 145 38 +- ♦- .0 +- ,9 +-33.3 +• 2 +-6. •-9, +-aD, + ,6 + 79.0 +/-7a8 i-77,8 +/•77.1 + 4 ♦ 7Ga a- N• ♦• ,0 ♦ 79.4 +- 40 +/-64.0 ♦1-89.8 +/•62,6 + 61.6 +/•6 2 +P DD.3 +f- 9.5 +/-79.1 ♦F 7B,2 + T7.6 •1-77.0 t/-7 3 +/-75.0 •/-74.9 +F 743 +1-78.7 +/•79.1 +/-724 ♦I-71.8 ' 42 +/-81.8 ♦/-89.0 +/-70.B H•78.2 +•7&e +/.77,7 +-76,9 +1•T& +F 76.4 + 74.8 H-74.2 H-73.8 H-726 +f-721 N-71,4 +1-70A +f-70.9 +/-686 ' 44 •1-792 +1-78,7 +f-77.e +/-7&8 +/-78.2 +-76.9 +7574.4 7/•73:9 7/-7A0 + 723 +-71.7 -71.0 •-70,9 +1-69. ♦!-BB.9 +/•08.3 a1-67.7 48 af_77.2 H-7a7 t/-78.6 +l-74.6 47-71.1 +/•73.1 +/-723 ♦7-71.7 +h 7&9 7D.1 M-98.6 •e&7 •1-68,0 +/-B72 ♦/-88,6 48 90 62 +7-76.4 • 74.9 +/-731 +/-72.9 +1.722 - -71.2 +• 0.9 H-88.8 H-e&7 N-e&1 0-07.4 +/-63.6 +1. 5579 y85.2 0-94.4 i- +-7L2 :A77 +1:W5 +76&6 +F6&0 ♦TG.B 90.2 +7•65A +-848 +b •/-03.2 +/- 7&6 +1- 60.7 +f-ea0 +l- 67.9 +/- 66.9 +1-88.0 +/- 65.9 +/-84.5 +G 69,B N• 63.1 +1- 82,84,1 3 +/-%2 a 610 +1- 7.8 +f-68.6 t/-86.0 +1-84,9 +/-63.0 +/•03,0 +/-028 #81.8 +/-68,0 t-07.1 +/-88.$ +/-65.2 •1-64.2 W63.6 +7. 02.4 +Fate +/-80.9 +1-5a.9 +•58.0 a/•6&2 +/-04,0 •-0&0 +f•02.3 .•f-61.1 *F B0.9 �y t B8.0 +-68.0 +1.84,2 +/-B 0 •1.01.9 1•!•81.2 1•1.60.0 +/_8&2 +T 64.2 ♦/-89.9 +/-620 •f.w.9 N•802 +F 64.4 +/-BS4 +I.826 +/-61.2 14f-a0.0 +1-a&6 t/.627 +•81.S +/-60.4 +/-633 0•622 +/-81A +1-828 +/-6L7 +1-65. •/•73.0 •1-73-3'/-72,0 41- 72.4 •/- 71.0 84 56 58 60 62 64 Be 68 70 72 76.801 +/-71. + 70.0 +/-70.0 + 6e.4 a!•68.1 H-e&4 +/-6&2 +/-07.6 4I-67.6 +/-6&a +1-68.9 +1-61L2 + 08.3 ♦1.65.6 +F 9 +-662 •/-0 6 + 64.0 +/-05.4 +/-64.8 +-e&2 3/18° OR 1f4" ANNEALED ` 318° NOM GLASS BITE MONOLITHIC GLAZING DETAIL FLANGE OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) NOTE 1)T1P•TO-TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN. FOR FIN WINDOWS OR BUCK DIMENSIONS, SUBTRACT 1°. TABLE DIMENSIONS MAY BE j ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG BIDE �- LONG SIDE SHORT SIDE ,L � SFi0R7 �- LONG BIDE -� 6HORT BIDE •-�� L'J 11 NOM. GLASS STACK (2) 3/96° OR 114• ANNEAL 3k' NOM. GLASS STACK 31W NOM. GLASS BITE 1" I.G. GLAZING DETAIL FLANGE OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) 3 LONG SIDE BHORT SIDE (2) 9f18' OR 114-ANNEALED OR TEMPERED GLASS NOM. 3/4" I.G. GLAZING DETAIL FLANGE OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) PRODUCL' L20VLSED a1 oomplying wah 1ho plsddo Aftpta m o Aeoepam co Not I Date Mi Dado Plodlut Con of O C� 04 Q' W J - Qj L W cc z� O ao Z W !�- 'Z) Z rn T y IL o? � p in z a ® E • 1 X§3 A \``tltttll�rrr77,,. 0` 2 ���` a ��///lilll(tl��t1 INSTALLATION DETAILS FOR FLANGE FRAMES EDGE DISTANCE —{�- 2X WOOD BUCKBTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION EXTERIOR OPTION A a INSTALLATION ANCHOR THROUGHTHE FRAME WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 1-1111V INSTALLATION OPTION B INSTALLATION ANCHOR I UNDERNEATH THE BEADING I 2X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET r '; '; �•'; : " EMBEDMENT TOTALANCHOR TYP. ANCHOR TYPE, EMBEDMENT 1/4' MAX CONCRETE/CMU PER AND EDGE DISTANCE PER CANTILEVER632" SHIM . ANCHOR SUBSTRATE, SEE TABLE 3, THIS SHEET T� . , 1 REQUIREMENT : 10 '••.^::':: EDGE DISTANCE •' •'� '•' ••..•.:.-. —_ EMBEDMENT a, �• CONCRETEJCMU PER TYP. ANCHOR TYPE, EMBEDMENT ANCHOR AND EDGE DISTANCE PER REQUIREMENT•" - f VVV SUBSTRATE, SEE TABLE S. THIS SHEET �1/4°MAX TYP. ANCHORTYPE, / " •c :. ` 1 SHIM EMBEDMENT AND EDGE ;•? •.,,: DISTANCE PER SUBSTRATE, INSTALLATION SEE TABLE 3,THIS SHEET �' EDGE OPTIONC 10 '' INSTALLATION . '. DISTANCE INSTALLATION 18 OPTION C EXTERIOR VISIBLE LIGHT WIDTH a WINDOW BUCK WIDTH-1.11/16, r— 3 :w ; , ANCHOR ON TOP01' i THE BEADING INSTALLATION fl_ v WINDOW BUCK WIDTH 17 ANCHORONTOPOF THE BEADING TU%TG-TIP WINDOW WIDTH EMBEDMENT HORIZONTAL SECTION A -A - I 1/4' MAX. SHIM #12STEEL SELF -DRILLING SMS (GS), SEE TABLE 3,'R11S SHEET INSTALLATION METHOD E8 INSTALLATIONAlpt, ANCHOR / 11 UNDERNEATH THE BEADING MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA),ALUMINUM, EXTERIOR STEEL FRAMING OR STEEL STUD. TT SEE SUBSTRATE PROPERTIES, { 2X WOOD BUCKSTRIP, TABLE 3,THIS SHEET I BEE NOTE $ THIS SHEET ~; 'I CONCRETE PER EMBEDMENT •'•, s - ANCHOR 4`'.�f-.. A,• r ��' y,..•.' REQUIREMENT I EDGE TYP. ANCHOR TYPE, EMBEDMENT —�I DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, THIS SHEET NOTES VERTICAL SECTION B-B 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW, 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1•11/2' THICK OR GREATER,1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING, TABLE 3: Anchor Group Anchor Substrate Min. Edge Dlalance Min. ' Embedment A 114" O SS CreteFlax Concrete (min. 3,35 kol) 1' 1' Ungrouled CMU, (ASTM "0) 1" 1-1/4" 114" Steel Uitmcon Ungrouted CMU, (ASTM C-GO) 1' 1-1/4" B S12 Steel Screw (05) P.T. Southern Pine (SG = .55) 9/10" 1.318" Aluminum, 8083 T6 min. 318' 1/8 Steal Stud, Gr. 33 min. 318, 0.0348" (20 Ga) A38 Steel 310, Ire" 1/4° 410 SS P.T. Southern Pine (SG - .55) 1' 13r8' Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4" LCreteFlex 1/4"Steel Ullracon P.T. Southern Pine (SG - .65) 1° 1-318" Concrete (min 2.7 kel) I 1° I -we, tlulrin \CENSE �c; Na•581U5 O Q 0 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 S� ��0�� •,, FC ///SSlIONAti��i N KOMIS; FL1529 34274 A. LYrilS I�Il1�R, P.E. Cl7tT. OF AUTH. M29288 P,E.p6670S J.J. 1 10/19/1, 1 NO CHANGE THIS IANGE FRAME INSTALLATION DETAILS I J ROSOWSKI . (FIXED WINDOW INSTALLATION GUIDELINES 1 4/01/11 1 NTS 1 3 OF 8 A INSTALLATION DETAILS FOR FIN FRAMES TYP. ANCHOR TYPE, EMBEDMENIT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 4, THIS SHEET EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 141/16' TYP. ANCHOR TYPE, EMBEDMENT AND EDGR DISTANCE PER SUBSTRATE, SEE TABLE 4, THIS SHEET INSTALLATION OPTION E INSTALLATION ANCHOR (NAIL) THROUGH THE FIN EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, _ SEE NOTE 2,SUBSTRATE-APPROPRIATE — EMBEDMENT 2X WOOD BUCKSTRIP OR EDGE FRAMING, SEE NOTE$ DISTANCE THIS SHEET EDGE DISTANCE INSTAU ATION 7 — OPTION D 1 INSTALLATION EMBEDMENT ANCHOR (SCREW) THROUGH THE FIN 2 1/4" MAX SHIM 10 TYP. ANCHOR�TYP-EE,, / EMBEOMENTANDEDGE J S DISTANCE PER SUBSTRATE, SEE TABLE 4, THIS SHEET 1T #10 STEEL SELF -DRILLING SMS (G6) EXTEI 1/4' MAX SHIM I I DISTANCE EDGE DISTANCE EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET VERTICAL SECTION D-D ALUMINUwsTEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 4, THIS SHEET. NOTES �Gpy - 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 4 OF THIS SHEET. FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. EDGE DISTANCE 1/4'MAXSHIM EDGE DISTANCE 1/4" MAX SHIM �L HORIZONTAL SECTION C-C �I I � I �� EXTERt � R VISIBLE LIGHT WIDTH= WINDOW BUCK WIDTH -1.11/16' �--- WINDOW BUCK WIDTH MULLION SECTION MIAMI-DADE APPROVED MULLION, (SEE SEPERATE NOA), MAY BE VERTICAL OR HORIZONTAL. MAX. 1/4" SHIM. SEE SUBSTRATE PROPERTIES, TABLE 4, THIS SHEET. TABLE4: Anchor Buhdrate Min, Edoo Didanee Min. EmhadmeM x • Gal m Pine =. 5 2-1/r x .131' Common Nag P.T. Southern Pine (SG - .65) 3/6' 2.7119' 2.1/2' x .145- Roofing Nall P.T. Soolhem Pine (80 - .55) 316" 2-7/10' 610 Steal SMS P.T. Southern Pine G e .6 7116" 1.wr Allm Inum, 6W345 min. 3/6' 1/6' Sled Stud, Or. 33 min. 3/6" 0.0346' (20 Go) A38 Sted 316' 1/6" ��t1111l11 r1,, ,7, \\��ONy �,YNN Mi((FP�ii ,k Na, 58T05 a_+ STA O,c'•.,, FLORtOP:• ICJ`. .10 '%,/sS1IpNA�JI A. LYN116, P.E. L0 ri �h- - M r4ce7iw-12 107D TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1520 NOKOWS.' FL 34274 CERT. OF AUTH. #29295 J.J. 1 10/19/11 EDGE DISTANCE 2X WOOD BVCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION EMBEDMENT OPTION E INSTALLATION ANCHOR(NAIL) THROUGH THE FIN TYP. ANCHOR TYPE, _ EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 4, THIS SHEET REMOVED IERIOR 15 PRODUCE REVISED as complying with liw Florida nuu ft Code .. l L 1 Acceptance No THIS 8y_ 6 ®adoProdna Contr FRAME INSTALLATION DETAILS I J ROSOWSKI Date: D WINDOW INSTALLATION GUIDELINES 4/01/11 Oloddr SYOIer Dro" No. Rr 'W-220 NTS 4 OF 8 MD-PW220-01 q TABLE & Maximum Anchor Spacing Allowed, (In) Glass: 3116" or IN' Annealed Glass, Monollthlc or Insulated Frame: Square or Rectangular Long Side On) b 53.67 55 57 60 62 85 68 72 76 80 84 go 96 102 110 120 130 144 146 Anchor Group b A C& A C A C A C& A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C &B&C A,B&C A,B&C A,S&C A,B&C A,B&C A,B&C 19 Shod Side 16 18 18 10 18 18 16 16 10 18 16 10 16 16 16 16 16 16 18 10 16 16 16 Long Side 16 16 16 16 16 16 16 16 16 1B 16 16 18 18 16 16 18 18 16 1s 16 16 16 20 Short Side 16 10 10 16 16 16 10 10 18 16 1s 16 16 16 16 16 1s 16 16 1s 16 18 Long Side 16 16 16 18 16 16 18 16 16 16 16 18 10 16 18 18 1s 1s 18 1s 18 16 22 Short Side 16 10 16 18 16 16 18 18 18 16 18 16 18 18 16 1s 16 10 16 18 16 Long Side 16 16 16 18 16 16 16 18 16 16 16 16 16 is 18 16 16 16 16 18 16 24 ShortSlde 10 16 16 16 16 18 16 16 is 18 16 18 16 16 16 18 18 18 16 10 C5 1 to � % Long Side 16 16 16 16 18 16 16 16 1s 16 1 16 16 10 18 18 16 16 16 16 1s 16 10 10 10 16 16 161 10 161 161 10 16 16 is 18 18 16 1s 16 18 16 16 10 16 18 16 16 16 16 10 16 16 10 18 18 16 is 16 1 16 18 18 16 18 1s 18 18 18 1s 16 18 18 10 10 16 16 10 16 18 16 10 16 18 16 18 16 18 16 16 1s 16 18 16 16 18 16 18 18 16 16 18 16 16 16 16 16 16 18 16 16 18 16 10 16 16 16 16 16 16 18 18 16 16 16 16 16 18 16 1s 18 16 18 1s 16 16 16 16 18 18 16 16 16 16 10 10 Ia. 18 18 16 18 18 16 18 16 16 16 1s 16 18 18 18 18 16 18 16 18 16 16 16 16 10 18 16 18 1s 10 18 " `ShortjSida .;�COPY 28 Short Side 16 16 16 16 1s 1s 16 Lang Side 16 16 16 18 18 18 10 28 ShortSlde 16 16 16 10 10 101 18 Long Side 16 18 16 16 16 161 18 30 ' Short Side 1B 1s 16 18 1s 18 10 Long Side 16 16 16 16 18 1s 16 32 Short Side 10 16 16 16 18 18 10 Long Bide 16 15 16 16 16 18 is 34 Short Side 16 16 16 16 16 16 10 Long Side 16 18 18 16 18 10 10 38 Short Side 16 16 10 /0 18 16 16 Long Side 10 18 16 18 10 10 16 36 ShortSlde 18 16 10 18 16 18 10 Long Side 18 18 16 10 16 10 16 40 Short Side 16 16 1a i6 1s 1s 18 Long Side 16 16 18 16 16 16 18 42 Shan Side 16 16 16 16 16 16 16 Long Side 15.9 16 10 16 16 16 16 44 Short bide 18 16 16 18 10 16 16 1 Long Side 15.4 18 15.6 16 16 18 18 46 Short Side 16 16 16 16 16 1S 16 Long Side 14.9 16 15.2 10 16.5 18 16 48 Short Side 18 1s 16 10 18 16 18 Long Side 14.4 16 14.7 16 1&1 16 15.8 50 ShortSide 16 1s 10 18 18 18 14.8 16 La Side 13.9 10 14.2 18 18 16LO 13.7 18 '7 Short #11.2166 La NOTES 1) USE THIS TABLE FOR ALL SQUARE OR RECTANGULAR WINDOWS THAT ARE GLAZED WITH ANNEALED GLASS. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) FOR ARCHITECTURAL SHAPE WINDOWS, USE THE TABLES ON SHEET 7. 4) THE WINDOW WIDTH AND HEIGHT MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET} 6)TIP-TO-TIP DIMENSIONS FOR FLANGE WiNDOWS SHOWN, FOR FIN WINDOWS OR BUCK DIMENSIONS, SUBTRACT 1'. TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE F�— LONGSIDE SHORT SIDE 4 SHORTSIDE L -- PRODUCT REVISED as complying %yuh Iho Florida Building Codo AccoptoncoNlo � pi' tix tl Dato Nliam DadoProdudCo� 1 0 T co LU 4r y Zti� o gLL 2 u� T Z O Q 19 Z H Z Q < o Z ® �gmx N 0 Z _ : z N : us �� o: 0 � 4 : su2g� � 0 Y2O! Z •. _0 �- • : �Gj�` a C� �., V4 .......... Q '''T� it 1 I I I Ip0``` It 1 C i TABLES: Maximum Anchor Spacing Allowed, (In) Glass : 3116" or IN" Tempered Glass, Monolithic or Insulated Frame: Square or Rectangular Lmnp Side n) 01 X6 1 77 1 60 1 82 84 87 00 92 98 99 Anchor GMP A Br A B C A B C A e C A 0 C A B C A B C A B C A B C A B C so 9hpd 910o 10.5 10.0 10.6 1 1&0 10. & 1&0 t&0 1.0 0.0 10.0 11.2 16.0 1&0 t . 6.0 8.0 1.4 1 &0 1 O t&a Lap Side 0.1 13.0 8.1 130 1&0 0.2 14.1 1&0 &3 14.2 18.0 B.t T 18.0 a6 144 18.0 0.6 14.8 1e.0 9.6 74.7 16.0 &7 14.6 /8.0 . B.8 14.9 1&0 40 Shan Sldo 10.3 10.0 104 18.0 160 10.6 18,0 1&0 10.7 1&0 18.0 10.0 16,0 16.0 t0.9 1&0 1&0 11.0 16.0 1810 11.1 10.0 1&0 71.3 16.0 16.0 11.4 10.0 16.0 Side 9,0 19.7 a0 13.8 1&0 &2 13.9 like a2 14.1 18.0 0.9 /4,2 1&0 0.4 19.3 76.0 9.6 14.6 1&0 B.e 14.8 18.0 B.7 14.7 18,0 9.8 14.8 1&0 12 Shwt Side 10.0 16,0 /0.1 18.0 70.0 10.3 10.0 16.0 10.4 76.0 18.0 tQ6 te.0 1&0 1D.6 1&0 10.0 10.7 18.0 1&0 10.8 -To.0 10.0 11.0 .0 11.1 15.0 10.0 91de 6,8 13.6 &9 ia6 10.0 9,0 19. -Ie0 0..1 10.8 16.0 9.2 13,9 10.0 9.3 14.1 16.0 BA 14.3 18,0 0.4 14.4 10.0 9.5 .0 9.0 %7 190 44 h0d8ido 78 1a0 B.6 1fl0 10.0 10.0 16.0 16.0 10.1 lao 18.0 10.2 16,0 1&0 10.3 16.D 1eA 10.6 16.0 1&0 10.6 1&0 18.0 10.7 10.5 18.0 16.0 In 614e &7 79.2 8.7 ta8 18.0 fl9 19.9 10.0 fl 1a8 10,0 9.0 13.7 1 0 9.1 13.9 16.0 0.2 14.1 Ise 9.3 14.1 16.0 &4 .0 .0 9.5 14.5 1fl0 40 Shortaide 9.5 10.6 1&0 9.6 16.7 16.0 9.7 16.0 1&0 0.8 1a0 10.0 &9 16.0 1&0 10.1 7e.0 1&0 10.2 16.0 1&0515.7 0 16.0 1D,6 0 10.8 16.0 1&0 L0 Side e6130 like 8.0 13.0 18.0 8.7 13.9 16.0 &8 ta4 10.0 &9 13.5 1a0 0.0 1&7 16.0 9.1 13.8 10.00 16.0 0.3 $14 0.0 9.4 14.3 16.0 49 SO6 a 0.2 15.1 10.0 0.3 16.2 10.0 B.6 15.5 16.0 9.6 1&7 16.0 0.7 15.0 1&0 9.H 1&0 7a0 10.0 16.0 1&0o 16.0 10.3 .0 ICA 10.0 160lA 9 B BA127 1&0 8.4 128 16.0 as fao 10.0 8,6 1a2 1a0 e.7 1&3 l&0 8.8 1a6 too 0.0 13.6 %0.7 18.0 9.2 .0 8S 1q,1 78.0 60 abort Sido 9.0 14.6 10.0 9.1 14.7 16.0 9.3 15.1 10.0 9.4 1&S 16.0 0.5 15.4 1&0 9.8 16.7 16.0 0.618.0 1&0.0 18.0 10.0 10.2 16.0L e 0.2 12.5 16.0 8.3 128 18.0 fl4 12,8 1&0 &6 129 1&0 ao 19.1 1&0 0.7 ta3 10.0 0.0 13.4 16.06 18.0 so .0 0 8.1 tag 190 Shan Side 8.0 14.2 10.0 8.0 14.8 18.0 0.0 14.8 18.0 9.1 14.8 18.0 9.3 1&0 10.0 0.4 18.3 10.0 9.6 18.5 1&0.7 1&0 B.e 1e0 1&0 10.0 1&0 1&0 e 8.0 122 18.0 a1 12.9 16.0 6.2 12B 1fl0 B.3 127 18.0 &4 128 1a0 6.8 1a0 16.0 8:7 152 1&0.816.0 6,9 1&8 18.0 &0 f3. 16.0 34 Shut Sido 8.6 19.7 18.0 all tag 1&0 8.8 162 1a0 0 141 1&0 9.0 146 1&0 &2 100 10.0 9.4 1&1 16.0.3 16.0 0.6 16,6 16A 0.8 15.9 1&0 de 7.0 120 10.0 7.0 12.1 1e.0 al 12.3 10.0 1 8.2 125 1&0 0.3 120 1 10.0 0.4 110 16.0 a,5 1a0 10.0 fls tat like 6.0 Ia4 16aj 0 a9 13 70.0 ss Short a 6.3 1&3 18.0 8.4 13A 1&0 0.6 tab 10.0 8.7 14.0 10.0 0.8 14.2 10.0 0.0 14,6 1" 0.2 746 16,0 B.3 14.0 16.0 06 1&2 16,6 18.0 Long a 7.7 11.7 10,0 7.8 11.6 1&0 7.9 12l 1a0 &0 122 18.D &1 124 1&0 8.3 120 18.0 8,4 12.6 10.0 8.5 12.9 1&0 6.7 tat ia3 1&0 ss Short Side &1 179 10.0 8.2 13.1 10.0 BA 1aA 1aD 6.6 ia6 10.0 0.6 13.6 18.0 08 14.1 loo 0.0 14A te.0 9.1 14.6 78.0 9.3 148 ap elde 7.0 11.5 15.7 7.6 11,6 1&e 7.8 11.9 1a0 7.0 120 1&0 Wo T22 1&0 6.1 724 10.0 8.3 126 18.0 6.4 12.716.0 8.6 1a0 13.1 1S.0 srodsids 7A 1z6 fao e,o 12.7 taa a2 1s.D fao 0.3 fors 1&0 es 13.5 10.0 &6 13.6 le:o fl6 14.0 16.0 8.s 142 1&0 9.1 14.5 Lao side 77 11.2 15.3 7.6 1tA 1&5 7.e We 1&e 7.7 18 79.0 76 120 18.0 ao 122 ta0 &1 124 10.0 9.2 12.8 16.0 8.4 1 129 Te.0 6hert8ido -7.7 12.2 10.0 7.8 129 10.0 SA 12.7 lot) fl1 12.9 160 &3 ta1 -1 U­0 a4 134 1a0 6.0 19.7 10,0 a7 19,9 16.0 1 9 73 11.0 13.0 7.3 1 11.1 1 16.1 7.6 11A 15.6 7.6 711& .6 8 .7 11,7 1&0 7.0 12 10.0 a0 12.2 10.0 6.1 12,3 10.0 10.0 7.8 12.3 18.0 7.9 12.0 18.0 &1 126 16.0 &3 1a1 1&0 a4 1&4 like 10.E 7.3 11.2 15.2 7.6 11.9 15A 7.8 11.5 15.7 7.7 11.8 10.0 7.9 120 1&0 too 7.0 12.0 18.0 7.8 722 lore 79 126 18. 8.1 12.8 16.0 KS 7,2 10.9 14.0 7. 11.1 16.1 7.4 11.3 1&4 7.8 115 1a7 1&D 7.4 11.7 10.0 7.0 11.9 We 7.7 122 1aa 141 7.0 10.7 14.0 7.2 10.0 148 7.3 11.1 1&7 z2D 1a5 11.4 10.0 7.4 11.6 1&0 13.6 0.0 10.5 14.3 7.0 10.7 14.6 15.1 8.7 +D.9 14.8 tab eA 9.8 13.3 toe 73.2 64 8t8 ar1 7.5 11.9 18.0 7.8 1 720 1 Slide 7.1 10.6 14.7 7.1 10.91 66 Shan Side 7.3 11.8 16.0 7.4 11.71 Lap 61 6.9 10.5 14.3 7.0 10.6 1 as Short Side 7.1 11.2 l&9 7.2 11.3 Lane Side 6.7 10.3 u.a ore 104 m rt S 81de fl9 tD.9 1&3 zD 11 Bide 0.0 10.0 187 77 10.1 72 at," side &7 10.6 14.0 6.8 10.7 9 d4t0. 9A 1&3 6.5 9.9 74 s of side e ll 2 u A &a I a 4 n9 S e as 0.5 tao 6.3 9.7 7&604 st.,t ids 0.4 10.o tag Long side 8.4 10.0 ia9 TABLE S, CONT_- Maximum Anchor Spacing Allowed, pn) Glass, 3116" or 114" Tempered Glace, Monolithic or Insulated Frame: Square or Rectangular Lona Bldg In -*1 102 Ina Ila 116 1 12D 126 1 ISO 137 144 146 Aneher Group b A 1 B C A B I C A e C A 6 C I A I B I C A B 1 C A B C A B C A B C A B C 30 Shat Side 11A 16.0 8. 11.7 10. 18.0 11.0 1a0 16.0 la0 10.0 121 16.0 10.0 12.2 16.0 15.0 23 10. 1fl0 1 Ia. 6,0 128 1 .0 1&0 12.6 1 1&0 Lon aide D.9 lore 10.0 10.0 76.2 18.D 10.1 16.3 tore 10,1 1&4 le.0 10.2 10.0 16.0 10.3 1&7 I8.0 10.4 16.6 "like f0.6 16.9 18.0 10.6like 10.8 1e.0 16.0 40 Short Sido 11.8 16.0 16.0 11.6 10.0 18.0 11.7 16.0 16.0 11.0 like 16,0 120 18.0 10.0 12.1 78.0 18.0 12.2 18.0 78A 729 like 10.0 128 1a0 1&0 lc0 We B.e 10.0 18.0 B.D 16.1 like 10.0 18.2 18.0 70.1 i&4 18.0 -TO2 10.6 like 10.3 15.0 1a0 10.3 15.7 t&0 10.4 16.8 18.0 10.6 like 18.0 12 Shaft Side 11.2 1d0 10.0 11.3 16,0 16.0 17,4 16.D like 11.6 like like 11.7 18.0 10,0 11.8 10.0 1$,0 11.0 16.0 Ina 12.1 16.0 18.0 44 40 48 60 07 56 Long 9lde &7 148 10.0 B.8 14.9 _Toff 16.0 1a0 14.7 16.00.8 18.0 10.0 /4.6 10.0 16.0 16.0 14.1 16.0 18.D +&0 18.0 18.0 14.0 18.0 16.0 1&0 1&D 16.0 9.6 11.2 11.01 9.7 10.8 9.6 1..6 10.4 9.3 like 10.0 14.9 16.01 14.7 fao IN te,D 11A 18.0 18A 10.0 10.0 11.3 16,0 9.9 10.0 I 11.1 16.0 9.8 1e.o 10.9 10.0 B.7 10.0 10.7 10.0 ..1 18.09.1 1a2 like 10.0 10.0 1&0 10.0 1 10.0 16.D 14.0 16.D 16.0 fao 14.7 18.0 1&0 10.0 14.8 19.0 10.1 16.3 like 10.2 16.5 10.0 10.2 16.6 10.0 10.3 11.6 1flo fao lie 10.0 10.0 11.7 /e.o 1e.o 10.0 15.2 16.0 10.1 16.3 1&0 I" 1a4 16.0 11.9 1dD 160 1 11A t8.0 1&0 fl6 1&0 16.0 10.0 16.2 16.0 11.0 19.0 1aD 9.8 14A like FIL E�� 15.7 16.0 "- . '54 $� . ehodside tors +a0 16.0 11.1 Lon Side 9.6 74,6 18.0 0.7 Shed Side 10.7 10.0 10.0 10.8 Side 9.6 1 14.4 18-0 9.8 Shan side 10.8 18.0 18.0 10.6 L"11 Bide 9.3 14.2 16.0 9.6 Short Side 10.3 10.0 1&0 /0.4 Bid0.14.0a3BA S rl sld9 10.1 16.0 18.0 70,2 13.0 16.0 0.2 smeas le.0 Wo 10.D sas e.o 13.7 1&0 0.1 short Side 9.7 16.7 16.0 8de fl9 fora 10.0 REVISED DD with Sto Florida No 1 NOTES 1) USE THIS TABLE FOR ALL SQUARE OR C RECTANGULAR WINDOWS THATARE GLAZED WITH TEMPERED GUM. O V' Z _. 2) FOR SIZES NOT SHOWN, ROUND UE TO THE NEXT AVAILABLE WIDTH OR HEIGHT ' DIMENSION SHOWN ON THE TABLE, 3) FOR ARCHITECTURAL SHAPE WINDOWS, to USE THE TABLES ON SHEET 7. FT 00 F Z 4) THE WINDOW WIDTH AND HEIGHT MAY O W O LL BE REVERSED TO OBTAIN AMORE W d aF 0 ACCURATE RESULT FROM THE TABLE to � �I (SEE FIGURE, THIS SHEET). Uj (O 5) TIP -TO -TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN. FOR FIN WINDOWS OR Z Z Z Z BUCK DIMENSIONS, SUBTRACT 1'. U ?y O TABLE DIMENSIONS MAY BE N z N ORIENTED VERTICALLY OR N HORRONTALLYASSHOWN. j _ WW0 �-- LONG SIDE -+►� ♦Z SHORT SIDE ® 13191 II!, Zt7�, LONG SIDE SHORT � Sim �•� to o 90 O• a Z:Z r• O • z z ryoy� ���7r*rrIil1P \\` ( 0 A i (, 900 CORNER FRAME ASSEMBLY 1 tJJ MITERED FRAME WITH FRAME WELDS AT SCREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAMES TABLE 9: Item # POT Dwg.IN PGT Part Description 1 602 68342 Flange Frame 2 521 69097 Integral Fin Frame $ 503 81168 Glazing Bead 4 IBDURAK38 3/8" Dura Seal Spacer 5 6DURAX58 5/8" Dure Seal Spacer 8 Dow. 899 Sllkone or Equivalent 9 689 705890 Gasket (at 90" comer Joints) 10 1208 613DBK Closed Cell Foam Tape 11 1052 71062K Setting Block 1/18" x 3/4" x 1" 12 1265 712651K Setting Block 1116" x 3/16" x 1-1/2" 14 1181 7834AA #8 X 3/4" PH PN SMS 16 781 PSTX #8 X314" PH PN SMS - S.S. 16 1012 7PWSW #6 X718" PH FH SMS @ 10-1/7' O.C. Typ. 17 3/16' or1/4' Glass 18 1 3/4" IG Glass (with 31W or 1141 19 I 1" IG Glass (with 3/16" or 1/4") ANGLED/CURVED FRAME ,ol ASSEMBLY �� r EM 894' L .600• OFLANGE FRAME 6083•T52ALUMINUM ZNER AE IBLY MITERED FRAME WITH FRAME WELDSAT SCREW BOSSES ASSEMBLY DETAILS FOR FIN FRAMES 2A00• t7 1�- T- .2 MEGRALFINFRAME 6003-T52 ALUMINUM ANGLED/CURVED FRAME ASSEMBLY -735• �— .500, M 1--4— .055' OGLAZING BEAD 6063-TS ALUMINUM eg complying with Ihs Flodd0 N"" LYNN bj/l�''i,, Rmaw ey oor. R�v1�re W J.J. 10/19/11 NO �HANGE THI5 ' �•.'P SHE Br_ ` q-: t'i'r � R�sd aY �� Ruhkm MiamiDedoProdactConhol 58105 * ® Deeerlp0om Drown Syr o �o y� II BOM & CORNER ASSEMBLY DETAILS J ROSOWSKI OF "A STA 2: 1070 TECHNOLOGY DRIVE 11D.: Doti: FLORtDP... �` N. VENICE, FL 3427fi FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 rQNA�-�`�• NOKOML4; FL134274 A�L>✓t(I�I�III"�ILP.E. S�Au Modrh SeaN: S r omrrnp fYo. Rev: P,E1#68705 CERT. OF AMJN298 PW-220 NTS 8 OF 8 MD-PW220-01 A I 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: 5513 Deer Run Dr City / State / Zip: Fort Pierce, FI 34982 Parcel M 1313-502-0048-000/3 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1401-0090 Permit Type: ' BUILDING (MISCELLANEOUS) CONTRACTOR INFORMATION Contractor Name: Brian D Kruger Business Name: Kruger Construction Corp Business Addr: 6695 N Us 1 Unit # B City / State / Zip: Vero Beach, FI 32967 kEVIEWS AND COMMENTS Review Type FRONT COUNTER REVIEW Comment: PE REVIEW COMMENTS (2) Comment: 2/6/2014 2/6/2014 Comment: 2/6/2014 Comment: Comment: 2/6/2014 2/27/2014 Comment: 2/27/2014 Comment: PLANS EXAMINER REVIEW Comment: REVIEW COMMENTS Page 1 Owner(s): Lois S Willett / Steven B Willett Jurisdiction: SAINT LUCIE COUNTY Lot#: 471 Block: Stories: Automatic Sprinkler System? No Fax Number: 772-569-9115 Email: Krug erconstructioncorp@G mail.Com Status Reviewed By Date Started Date Completed Date Released COMPLETE Audrey Humphrey 1/8/2014 1/8/2014 1/8/2014 INCOMPLETE Joe Cicio 2/27/2014 SHOW A FLOOR PLAN OF THE ROOM * PER THE 2010 FLORIDA RESIDENTIAL CODE THIS SPACE DOES NOT COMPLY WITH THE SUNROOM DEFINITION [ SEE F.B.C.R. DEFINITIONS ] ** THIS DOES NOT COMPLY WITH SUNROOM DEFINITION / CHANGE PERMIT APP DESCRIPTION, SHOW EXISTING SLEEPING ROOM EGRESS ON PLANS SUBMIT [ 21 " ORIGINAL " ST LUCIE COUNTY CERTIFICATION FOR DESIGN LOAD COMPLIANCE SHEETS COMPLETELY FILLED OUT, SIGNED, SEALED AND DATED [ SECOND REVIEW COMMENT NOT ADDRESSED ] MUST HIGHLIGHT THE PRODUCT APPROVAL DETAILS AND DESIGN PRESSURES FOR REVIEW [ NOT ADDRESSED] MUST ADDRESS THE HURRICANE SHUTTERS [ CONTRACTOR STATES SHUTTERS ARE EXISTING ] WE HAVE NO RECORDED PERMITS ON FILE FOR THE SHUTTERS * STORM PROTECTION MUST MEET THE CRITERIA AS STATED IN FBCR 301.2.1.2 * SECOND REVIEW * THE SHUTTERS MUST BE PERMITTED ENGINEER HAS NOT DIMENSIONED HIS PLANS * THE PROPERTY CARD SHOWS A 42 FOOT OPENING * THE PGT APPROVAL MAXES OUT AT 48" PANEL WIDTH AND 8 PANEL MAX CONFIGURATION [ 32 FEET ] COMMENTS MAILED AS OF THIS DATE [ NO E-MAIL SUBMITTED ] COMPLETE Joe Cicio 2/6/2014 2/27/2014 2/27/2014 Planning & Development Services Building & Code Regulation Division 2300 tlirginia Avenue Fort Pierce, FL: 34982 Phone:(772)462-2172 Fax:(772)462-64443 February 27, 2014 10696 KRUGER CONSTRUCTION CORP BRIAN D KRUGER 6695 N US 1 UNIT # B VERO BEACH, FL 32967 RE: Building Permit Number 1401-0090 REVIEW COMMENTS FOR CONTRACTOR Page 1 of 2 As of today's date the owner listed on your application is being notified along with yourself that the referenced buiding permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. 1. PROPERTY INFORMATION 5513 DEER RUN DR FORT PIERCE, FL 34982 APPLICATION INFORMATION Permit Number: 1401-0090 Permit Type: BUILDING (MISCELLANEOUS) REVIEWS AND COMMENTS Review T a Status Reviewed By FRONT COUNTER REVIEW COMPLETE AUDREY HUMPHREY Comment: PLANS EXAMINER REVIEW COMPLETE JOE CICIO Comment: PE REVIEW COMMENTS (2) INCOMPLETE JOE CICIO OWNER INFORMATION STEVEN B WILLETT 5513 DEER RUN DR FORT PIERCE, FL 34951 Stories: 1 Date Started 1/8/2014 2/6/2014 2/27/2014 Date Completed Date Released 1/8/2014 1/8/2014 2/27/2014 1/8/2014 2/6/2014 1:55:46 PM Comment: SHOW A FLOOR PLAN OF THE ROOM * PER THE 2010 FLORIDA RESIDENTIAL CODE THIS SPACE DOES NOT COMPLY WITH THE SUNROOM DEFINITION [ SEE F.B.C.R. DEFINITIONS ] ** THIS DOES NOT COMPLY WITH SUNROOM DEFINITION / CHANGE PERMIT APP DESCRIPTION, SHOW EXISTING SLEEPING ROOM EGRESS ON PLANS 2/6/2014 4:18:04 PM Comment: SUBMIT [ 2 ] " ORIGINAL " ST LUCIE COUNTY CERTIFICATION FOR DESIGN LOAD COMPLIANCE SHEETS COMPLETELY FILLED OUT, SIGNED, SEALED AND DATED [ SECOND REVIEW COMMENT NOT ADDRESSED ] 2/6/2014 4:18:04 PM Comment: MUST HIGHLIGHT THE PRODUCT APPROVAL DETAILS AND DESIGN PRESSURES FOR REVIEW [ NOT ADDRESSED ] Thursday, February 27, 2014 11:19 AM Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)4624172 Fax:(772)462-6443 REVIEW COMMENTS FOR CONTRACTOR Page 2 of 2 2/6/2014 4:18:04 PM Comment: MUST ADDRESS THE HURRICANE SHUTTERS [ CONTRACTOR STATES SHUTTERS ARE EXISTING ] WE HAVE NO RECORDED PERMITS ON FILE FOR THE SHUTTERS * STORM PROTECTION MUST MEET THE CRITERIA AS STATED IN FBCR 301.2.1.2 * SECOND REVIEW * THE SHUTTERS MUST BE PERMITTED 2/27/2014 11:08:39 AM Comment: ENGINEER HAS NOT DIMENSIONED HIS PLANS * THE PROPERTY CARD SHOWS A 42 FOOT OPENING * THE PGT APPROVAL MAXES OUT AT 48" PANEL WIDTH AND 8 PANEL MAX CONFIGURATION [ 32 FEET ] 2/27/2014 11:10:07 AM Comment: COMMENTS MAILED AS OF THIS DATE [ NO E-MAIL SUBMITTED ] Thursday, February 27, 2014 11:19 AM LIV-1 LIV-1 &I-1 I <-IV I Pv:1 TV7 0 0 0 0 0 0 FRONT ELEVATION IX4 PT BUCK W/ "T" NAILS @ 24" O.G. -(2) 2X2 L TO GMU N/ (4) 1 /4"X2" TAPGON, TO 2X5 (4) #14X3/4" TAPCON 1/4"XI-1/2" EMBED 12" O.G. � (2) 2X8 BEAM 2X3 POST (2) 2X4 BUCK TAPGON TO GMU FRAMING PLAN F�L, E (0(ory A TT A .-,H WI NDON THRU GMU PER N.O.A. ?) 1/4"x2" TAPGON 2X2L IXS P.T. 2X3 POST BETWEEN =1XED WINDOWS SGREN (9 EAGH SGREN BOSS (2) 2X8 BEAM SECTION © FIXED W I NDOW (2) 2X4 PT BUCK DESIGN PRESSURE+ vo®ad�ee®�da®�ap.� GL�AS,St, D❑❑RS +23/-25 1/4" XI-1/2" EMBED E,DG/If-Dp,WS,' :+28/-30 TAPGON @ 12 O.G. ® No 40111 �o m - c JAMB AT SLIDER 0 `STaly OF V� (D COPYRIGHT 2014 — FARLEY ENGINEERING, LLC P aon7D�E WILLIETT RESIDENCE I EE LC 2'.'f z014 5513 DEER RUN DRIVE Consulting Engineer #40111 — CA28108 Of FORT PIERCE, FL 8800 N. U.S. #1, Suite #2 , Sebastian, Florida 32958 (772) 589.2296 fax GENERAL NOTES: ALUMINUM FASTENERS SHALL BE OF ALLOY 2024—T4 MINIMUM THICKNESS SHALL BE 0.04" EXTRUDED ALUMINIMUM BEAM, GUSSET PLATES, POSTS, PURLINS, ANGLES AND CHANNELS SHALL BE 6005—T5 CONCRETE SLABS SHALL BE 2500 PSI CONCRETE MINIMUM ALL TAPCONS SHALL BE 5/16" MIN. UNLESS NOTED OTHERWISE. ALL DOORS SHALL BE SELF CLOSING AND SELF LATCHING DESIGN CRITERIA WINDLOAD — 160 MPH PER 2010 FBC ASCE-7-10 EXPOSURE — "B" (EXPOSURE HAS BEEN VERIFIED) °`C"��]`9�E� $ RISK CATEGORY — 1 9e� `'� MEAN ROOF HGT. — 15' ® No 40111 _® ® 33' �Ta�= ate, x � o o_�,',_ : © COPYRIGHT 2013 — FARLEY ENGINEERING, LLC PA'.E;yo, WILLIETT RESIDENCE �20 ,Qtt4e e "" 5513 DEER RUN DRIVE Consulting Engineer #40.111 — CA28108 � °�"��ar.at'p FORT PIERCE, FL 8800 N. U.S. #1, Suite #2 , Sebastian, Florida 32958 (772) 589.6229 (772) 589.2296 roc Florida Building Code Online . Page 1 of 4 � I p E _ i �•a a 9 6� r r 1 @ %* Flolida Department! BCIS Home j Log In User Registration 1 Hot Topics Submit Surcharge ; Stats & Facts l Publications l FBC Staff j BUS Site Map ; Links ; Searrch Business? Professir 4� PrgUICtApproval r USER: Public User C O Regulation Product Approval Menu > Product or Application Search> Application List >ApplicationDetailto i.ti- q • FL # FL251-1119 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 [) Product Manufacturer 107 Industries CONO Al ID FASTENERS OFF rTA�I�IYt�►pr� Address/Phone/Email 1070 Technology Drive &1 �Vb�la F1 fl fl fi IF14sfllri611�t7 Nokomis, FL (941) 486-03 027 Ext 22318 ARE THE RESPONSI91ll�Tn/+ OF THE druark@pgtindustries.com CONTRACTOR OF RECORD Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative _ Address/Phone/Email Ill-: Exterior Doors Sliding Exterior Door Assemblies Certificatio Category Subcategory Compliance Method Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/07/2013 Date Validated 05/20/2013 Date Pending FBC Approval Date Approved 05/28/2013 Year 1994 http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/19/2013 Florida Building Code Online . Page 2 of 4 COPY FL # Model, Number or Name Description 251.1 SGD - 470 (Non -Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.20.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.20.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD - 570 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.19.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.19.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD - 670 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.17.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2015 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.17.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD - 670HP (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.18.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2015 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 I1 11-1018.18.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD - 680 (Non -Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2014 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance 'FL251 R19 II 11-1018.13.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD - 770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.14.odf Approved for use outside HVHZ: Yes FL251 R19 C CAC SGP 11062402.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 02/17/2015 Other: Please see Miami -Dade County Notice of Acceptance Installation Instructions (NOA) for product performance information, anchorage FL251 R19 II 11-1018.14.odf details, and anchor type, size, and spacing information. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 WinGuard Aluminum Sliding Glass Door http://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/19/2013 Florida Building Code Online Page 3 of 4 I GD - 770HP (Large Mis '1L;OPY I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.16.Ddf Approved for use outside HVHZ: Yes FL251 R19 C CAC SGP 11062402.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/24/2015 Other: Please see Miami -Dade County Notice of Acceptance Installation Instructions (NOA) for product performance information, anchorage FL251 R19 II 11-1018.16:odf details, and anchor type, size, and spacing Information. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD - 770HP (Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.15.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2015 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance . FL251 R19 II 11-1.018.15.Ddf• (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD - 780 (Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 12-0516:04:1)df" Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 12-0516.04.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, ands acing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-2500 (Non -Impact) Aluminum Sliding Glass Door m�rowe:d Certification Agency Certificate use n HVHZ: Yes LAP FL251 R19 C CAC 12-0726.03 DR.Ddp use utside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251. R19 II 12-0726.03 DR.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-2770 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251, R19 C CAC 11-1018.19.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.19.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-2870 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.19.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.19.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.13 SGD-3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes I F1 291 R19 C CAC 12111403.Ddf http://www.floridabuilding.orgtprlpr_app dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/19/2013 Florida Building Code Online Page 4 of 4 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 12111403.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1251.14 1 SGD-3030 (Small Missile Impact) I Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 12111404.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 12111404.pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back lNead Contact Us :: 1940 North Wnme Street, Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida's an WEED employe. Coovriaht 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee urn Chapter 455, F.S., please click here. Product Approval Accepts: ® ® EItaik M r -:1. COPY COPY FF LLi= http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/19/2013 MIAMI•DADEYd MIAMI-DADEcocnvTY DUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.awleconomy PGT Industries .a rF i� 1070 Technology Drive, � �_ North Venice, Fl. 34275 a SCOPE: T { This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: DESCRIPTION: Series "SGD-2500" Aluminum Sliding Glass Doors w / wo Reinforcements — Non -Impact APPROVAL DOCUMENT: Drawing No.757 Rev M, titled "Alum Sliding Glass Doors-Nou-Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 11/30/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number aiid 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. Use of Table 1, requires No reinforcements. 2. Use of Table 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC, as applicable. 4. Nominal 1/4" max. air space is applicable for I.G. glazing with Truseal Duraseal spacer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 11-1018.11 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 12-0726.03 M o�4ne.coutvrr Expiration Date: May 22, 2018 Approval Date: October 18, 2012 �p� Page 1 CU PGT Industries. _w PY NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file # 11-1018.11). 2. Drawing No.757 Rev At titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 11/30/11, signed and sealed by Lynn Miller, P.E. B. TESTS (submitted under file #11-1018.11 / # 08-0213.03) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13- 06, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports, Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275 and FTL-4277 per FBC, TAS 202-94 (formally SFBC, PA 202- 94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file # 04- 1220.05 / 08-0213.03). C. CALCULATIONS (submitted under file # 11-1018.11) 1. Statement letter dated OCT 11, 2011, compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 03-28-07 and last revised on 08/22/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (submitted. under file # 08-0213.03) 4. Glazing complies with ASTME- 13 00-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (submitted under file #11-1018.11) 1. Statement letter dated July 25, 2012, compliance to FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated OCT 14, 2011, compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 3. Statement letter of conformance and no financial interest, 03-28-07, signed by Robert L. Clark, P.E. (submitted under file # 08-0213.03) 4. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA renews # 11-1018.11, expiring May 22, 2018. 2. Previous NOA associated files: 08-0213.03, # 07-0309.09 and #04-1220.05 3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCCO. LPy I haq I. Chanda, P.E. C 'r Product Control Examiner NOA No.12-0726.03 Expiration Date: May 22, 2018 Approval Date: October 18, 2012 E-2 GENERAL NOTES: NON —IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: B. 3MU' TEMPERED GLASS. TEST REPORTS FTL-3116, FTL3117, FTL-4277 AND FTL-6095. C.1/4" TEMPERED GLASS. TEST REPORT FM-3102. D. 5I8' INSULATED GLASS (I.G.), (2) LI TES OF 3/16" TEMPERED GLASS WITH A 1/4' AIR SPACE. TEST REPORTS FTL-0273, FTL-4275, FTL-4280• FfL-4285 AND FTL-4341. 2. CONFIGURATIONS: SEE SHEET 3. 3 DESIGN PRESSURES: SEE TABLES 1-3 ON SHEET 2. A NEGATIVE DESIGN LOADS BASED.ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED I SEE SHEETS 13 AND 14. N THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILARMATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, 5.. MIAMI•DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER 7. REFERENCES: TEST REPORTS FTL.9102" FTL.3116, FTL-3117, FTL-3596, FTL-4273, FTL-4276, FTL-0277, FTL-4280, FTL-4285, FTL-4341 AND 5095. >ELCO TEXTRON NOA 04-0721.01, 03-0225.05 >ANSUAF&PA NDS-2008 FOR WOOD CONSTRUCTION >ADM-2005ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. GLAZING VINYL SPECIFICATIONS (ITEMS 36, 37. & 131): a. PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM PLASTICS, INC. b. HARDNESS: 70 SHORE A a SPECIFIC GRAVITY:1.43 d. TENSILE STRENGTH:1450 PSI s. ULTIMATE ELONGATION:38W/. f. MODULUS ®100%ELONGATION: 590 PSI g. TEAR STRENGTH: 210-LB/IN 3/16" Te 39 IX TEMPERED GLASS 3/16" MONOLITHIC GLASS GLASS TYPE B TRUSEAL DURI SPACER (TYP.) 3116" TEMPERED GLASS 1 /4" MONOLITHIC GLASS GLASS TYPE C eacaransam N.0. BQX Pt smIM M�; r�a AIR SPACE 3H6' TEMPERED GLASS 130 NOM. 5/8' I.G. 1 3/8" GLASS BITE 5Z8" I.G. GLASS GLASS TYPE D wm&V I N731 4 " 16 1 7a7 NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES__.. 2 CONFIGURATIONS........... 3 ELEVATIONS ..................... 4 VERT. SECTIONS..-.--.— 5 HORIZ. SECTIONS ......... _. 6-0 "X' & "O' CLIP INSTALL.- 9 PARTS LIST ._._............... 10 EXTRUSIONS ............ _._... 11-13 ANCHORAGE ............ _„..... 14-16 PC e� .® ruovljcr ecvaRxb n, ramdbi'•� nllh,br 61aMd 1h�kfbYi:oJr 1A 1D1$ •14 A,ue Ne ���Sy„p� ooT3 O�I LYNN .1jl .;'�i�� jc µo.68705 =o'a� It ITS _FZORAOP �"',USIOuN.1AX- A. L; ULIA be, PZA 5sn5 361PARATNE ANALYSIS: TABLE XTENDED SILL, 21/2" HIGH INGLE/SINGLE INTERLOCK 0 REINFORCEMENT (SEE SECTIONS ON SHEET 8) ASS TYPES: FTL-3117 & FTL,4277; 3118' OR 1/4' TEMPERED FTL-4260 & FTL-4265; Slg' TEMPERED I.G. (3116'T,1/4'SPACE, 31101) OVER-ALL DOOR HEIGHT D IH 0 80' (6e) 1 w (70) W- (7°) W (8� 130" 142" =13ARUPJE ANALYSIS: TABLE bll T DED SILL, 21ir HIGH **SINGLE/SINGLE INTERLOCK **FULL R13NPORCEMEN•T (SEE SECTIONS ON MEET 7) GLASS PE • B. FTL-3116; 3116" OR V4P TEMPERED D. FTL4341; 5/S" TEMPERED to. (3/16"T,1/4 SPACE,3f18"T) KOM• °� OVER-ALL DOOR HEIGHT PANEL g WIDTH O 80 (68) 84" (70) 1 90" (!' I w (8°) Zit (20) 61.1) +65.0 -105.9. +BOA -100.0 40.0 -M3 1 +95.0 -8&7 Sr (2� B,D +65.0 -88.6 +66.0 -83.6 +65.0 76.8 +•0,5.0 -71.1 36" (3q B4O +65.0 -77.4 +6&0 -72.7 +85A -6&7 +61.5 •61.5 42" M B,D +85.0 -66.3 +655.0 .65.3 +59.6 -59.6 +54.9 -54.9 48' (4� B,D +50.0 -50.0 +50.0 -50.0 +W.0 -60.0 +50.0 -50.0 CQMPARATIVE ANALYSIS: TABLE S. INTERIOR > D SILL, 2 Ire HIGH >SINGLEMBLE INTERLOCK INTERIOR 46 (OUTSIDE) ),FULL REINFORCEMENT ISEE SECTIONS ON SHEET 8) GLASS TYPES: 45 C. FTL•3102; 1/4" TEMPERED D. FTL•4273 & M4275; 618" TEMPERED I.G. (3/18°T, 1/4"SPACE, 3/16°T) EXTERIOR N MM. OVER ALL DOOR HEIGHT %NGLE SING PANEL EXTERIOR WIDTH 8a (e°) 84" (7q 90" (7e) ow 01) 1J4 C +85'0 .127.1 +65.0 1420.6 +85.0 -110.8 +65.0 .102.9 INTEW REINFORCEMENT 24„ ( D +65.0-1130.0 +66.0 430.0 +65.0 -126.0 +85.0 -111.4 REINFORCED 3, (:m C +65.0 406.3 +66.0 -100.2 +65.0 -92.2 +66.0 •85.3 D +05.0 -115.2 +66.0 -108.6 +65.0 '-no +65.0 -92.4 36' W C +65.0' 4*-9 +66.0 -87.3 +66.0 -80.0 +85.0 -73.8 48' (4') _ �._ �._ . _. _ T.,11., 1 -.,. - I RIA$*w D +65.0 85.0 +85.0 85.0 +85.0 85.0 +65.0 145.0 >Y COMA* WaIll men N61011= Cade INTERIOR 46 , . � 46 ® SEE NOTES 1 & 2 neouuel w>wv�eo 08. �4d+d Xw"lbetbr6& SILL DESIGN Aswoum,6 1I EXTERIOR HEIGHT PRESS. �rtrwft� 21/2' +785.o R,EIINNFORCEO 13/4' + .3 INTERIOR NOT NOTES: SILL RAZED I. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 2112-HIGH SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3/4"SILL LYQ NN 4f `� ��p... NEGATIVE PRESSURES ARE UNCHANGED aa _,.. 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH *: Na. 58705 CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE z>!� SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. .0 i (,(•?�,..� _ m mur/atmra DESIGN PRESSURES NO REINFORCEMENT '�o.( �' slA/rE� FI CS •.. ' NOlRXlaAJt776 t� i ... �oBp�!f�P ALLW SLIDING GLASS D NON -IMPACT ",,, 70NAt E,. 1lANAAiI?74 V4abB"w ` N18 2 + 18 m. 767 JW4M A. PNEI1Q8i06'P.E CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: A MERLOCK LOCKSTILE FIXED 1 WIDTH PANEL TYPES 5MAXIMUM DAYLIGHT S4441 NG OF THE ADJACENT 48"NOMINAL R LOCKSTILE L.H. INTERLOCK 2 MAX. DLO HEIGHT = 913/4' R.H. R.H. FIXED STANDARD B INTERLOCK INTERLOCK S LOCKSTILE ASTRAGAL 3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY COMINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN TRACK FLAMES) FRAMES OVER 3-TRACKS ARE MADE UP OF C INTERLOCK ASTTRRARGAAL T ARMORIAL LOOCCKDSTILE AND 120 THIS NOAME COMPONENTS SHOWN ON SHEETS 11 EXAMPLE MAXIMUM CONFIGURATIONS: D INTERLOCK LOCKSTILE A. EIGHT PANELS ON FOUR TRACKS (CENTER MEET) LOCKSTILE R.H. U ASTRAGAL B. FIVE PANELS ON FIVE TRACKS (BY-PASS) E INTERLOCK R.H FIXED FIXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL C� UdTERLOCK V LOCKSTILE LOOKS•nLE DOOR PANELS MAY BE USED FOR SCREENS. INTERLOCK Ytl INTERLOCK STANDARD F INTERLOCK ASTRAGAL DOE DO G LOCKSTILE INTERLOCK Y LOCKSTILE INTERRLLOCK 4!! H INTERLOCK INTERLOCK Z LOCKSTILE LOCKSTILECode_ DOU QSIBL?�L—T� w ocK YR NTERLOCK DOXCE&sn LE w J LOCKSTILE STANDARD GR INTERLOCK LOCKSTILE PJr K INTERLOCK LOCKSTILE LR ASTRAGAL INTERLOCK ;; °DROMM ACC" qA�Npp �„� ST� — o • t DOUBLE L INTERLOCK .N LL WR ASTTRADG�AL INTERLOCK Nj LOCKSTILE DOUBLE R.H. LTERLOCK US INTERLOCK INTERLOCK tool STANDARD L.H. TINERLC DOUBLE ���YN ASTRAGAL INTERLOCK SDCK INTERLOCK ...... ....Y No. 58705 P INTERLOCK FIXED _ * = LOCKSTILE K AbCf6lNC;ETHIS ?so' Q 3 Ir '�� ST TE OF c rmsaror r THIS er ro NrocrerorocarnaroE .�T PANEL TYPES :,.`'• FtomoP.• ass ALUM SLIDING GLASS DOUR NON -IMPACT ",,,TONAL 011 t rN12Wr M CfG}KCiEtttl9sHfiEr PO. re2p �' wr ak IYOXOAlIIA FL r4 Wl* Brun r+ vr� as A. LYt�l�NLW P8 F.tC Iia>,I1810f u aeat2ne SGD2= A?$ 9 �® 757 M REA 60705 44118" MAX. DAYLIGHT OPI a H7 4W NOLL MAX. PANEL WIDTH - j - —.-j AM 48" NOM. MAX. PANEL WIDTH OXO a 96" MAX 39" HT. TYR 4W NOM. MAX PANEL WIDTH —}- Xp or p OX or XO 96" MAX. HT. NINO FOR 48" NOMINAL, ALL CONFIGURATIONS 78 3/4 C.) MAX. w DAYLIGHT% Oa OPENING HT 48" NOM. MAX. PANEL WIDTH Y� - • �tiL • • � • DLO HT. DLO WIDTH 48" NOM. MAX. PANEL WIDTH—1----. OXXO or XXXX NOTES: 1. SEE SHEET 3 FOR PANEL TYPES. 2. DLO WIDTH = NOMINAL WIDTH - 3 7M" 3. DLO HEIGHT= DOOR HEIGHT-4 114' d 0. 91 314" ! r DAYL GHT HT OPENING 48" NOM. MAX PANEL WIDTH ALUM. SLIDING GLASS DOOR NON -I MamxnFs �t artsa 14+tb$ I leu•r taaa NTS 4 a i8 767 Lw'kb*,f rronucrrcvu�s ••w�►bM�w.t�i3. 3gl LYNN M��//�__i�i�/ * ' No.58705 13• Ir .40 �� • 'CCORIDa •' ��:� W IF sioNAI.�E�G, a LYfJtS ultLsRt PB. P.EY wow 212 n 212 F --I f— =kLoi 7—(5 —TRACK �KHI HEAD 8,' 216 (5 — TRACK HEAD'& SILL SHO 216 217 1 74 215 MAX HEIGHT ALL CONFIG. NOTE. MAX DP W1 1314? SILL = +35.3 PSF EXAMPLE MULTI -PART EXTERIOR FRAME STANDARD SILL EXTENDED SILL -Arnlowlx EXAMPLE MULTI -PART INTERIOR FRAME EXTERIOR NOTE: ITEM 74, INTERIOR SILL IS NOTAPPROVED VOMAE WATER INFILTRATION IS REQUIRED. VERTICAL SECT. INTERIOR SILL VERTICAL SECTIONS w ALUM. SUDING GLASS D0911 NOW sows 11*12 1-6 M IV I r"ORMIr oxvgu& '.00 ENV LYNN No.58705 I 1 041 0. STATSIF 7,640 iq/ . ....... .. c', /,I 01VAL A.L P.E. P.F-q Sam SECT. A -A SECT. D O SECT. E-E 0 0 4 INTERIOR 0 0 (ALL SECTIONS) EXTERIOR SECT. &B SECT. C-C 2 SINGLE , ZSINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) I= 0 OR (9 SECT. A — .MOVABLE INTERLOCK AT P—HOOK IN m 106 6 ROR6 SECT. 13— MOVABLE SINGLEZSINGLE INTERLOCK D6 8 D 77 6 OR 0 Oil AIR SPACER, I TYP. ALL SECTIONS x SECT. D- FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK marnlum SECT. C-C LOCKSTILE AT ASTRAGAL _X OR 0 0 OR 107 USED ONLY WITH FIXED PANEL, C I SECT. E— LOC (STILE AT JAMB gORIZONTALSECRONS, 1 ALUM. SLIDING GLASS DO r- ;;Wsac- 1112 J. 6 - 18 r "V-1 757 I x V N0.58705 s -�111 30'11 0,• ST I'ONAL A. Lym miLLeW PIE. paomm SECT. A -A SECT. H-H SECT. E-E o r 4INTERIOR — (ALL SECTIONS) EXTERIOR SECT. FF SECT. G-G J SING SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT, 2 DESIGN PRESSURES) X O OR 106 SECT. A -A MOVABLE INTERLOCK AT P-HOOK X X 1!6(R 6 SECT. F-F MOVABLE SINGLE/SINGLE INTERLOCK 76 AND a 6 OR TD6 SECT, G-G LOCKSTILE AT ASTRAGAL X OR 0 Q OR 101 M I AR SPACER, x FIXED PANEL, j SECT. H-H FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK nMS11W PO fm NDXOtf Pl9/274 SECT. E-E LOCKSTILE AT JAMB HORIZONTAL SECTION ' ALUM. SLIDING GLASS DC W. 1/2 Iftig 7 . i8 X 1CT RGVOAYO Awru.RNa 11.dntR-ll \Itnrrr„ *' No.58705 rrl II111H A. LYNN MILLER, P.E. REA$0705 0 1) TRACK CLIP ASSEMBL ON EACH ACTIVE PANEL POSITION TO SECURE TH ITS RESPECTIVE SILL TRI (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMS = Ia i o ` 78 83E32' INSTALL W/ #10X1" SMS (2) PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD ( 1 AINSTALL W/ #10x1" SMS (4) RE -INSTALL 01 Ox 3/4" PANEL SCREWS (2) 77 j INSTALL W/ VIW- SMS (4) RE -INSTALL 1/4-20 PANEL SCREW (1) (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL FIXED PANELS y eaYPtret ■cv�ceo �[�wrr tfelNrl� r+�eua Nr 1 t_10 l5s • l i fykaiM OYs ` CWh 110.58705 OPERABLE PANELS ^� c r = 70 I)Fill Fx x vuatta noxEmrsruc wr rrEx� yea n lam Mcoo oorAmw MOM MAC CLIP A FIXED CLIPS INSTALLATION �'P[ oRIDA � F druvrS natsSx�- xarro►ua a sass 7k- ��''rS,��O.... �`• r.L smranr M crcwoEncSarsEsr ao.e�cie� ALl1ALSLIDING GLASSDOOR NOIWIMPACT FIG Q9/b8�00 ✓✓. $ Fit4PPt 4$!b(y 81aXar A. LYM NUER P.E. Soraaoo 1/� e r 1B 7S7 M P.EA6H705 Lam SECT. A A SECT. J-1 SECT. E-E _ \\ 4INTERIOR — _ 0 ` o o0 \{I (ALL SECTIONS) EXTERIOR SECT.1.1 2 SECT. G•G J SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) OOR ]O6 X SECT. A —A MOVABLE INTERLOCK 33 OR 134 AT P—HOOK SECT. I —I MOVABLE SINGLE/DOUBLE INTERLOCK 76 AND 77 106 OR 6 46 O � 134 OR O SECT. J—J FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK K STMSNF r NAOTECHNOLOCIYDlbVE L mt4 Gff?MS/f£ET AMMA M fioctwaElmsmw P.QBQXICdp IFR NOIA7Mt$ ASI?7� SECT. G—G LOCKSTILE AT ASTRAGAL X OR 0 Q OR 8 USED ONLY Wf FIXED PANEL, SECT. E—E LOCKSTILE AT JAMB ny/�/LV/Y (N6 OCli1 11JlYA. IHOLC J � L ALUM. SLIDING GLASS DOOR, NON-! y9PMY! . ease cs,pw 80ATla70 1/2 6 • 1B 757 D X rj&wwc!r "Vlwa two— e� •�lllilllfl/,, cS'•OCEN4 ''•.EP Na 58705 ' %0 • K STA OF��`�� ss AL 0. LYNN m U ER, P.F. P.B.11 E07" --i mo F-- •---4 .800 F+- T 1.375 .062 T 1.375 .002 - 1 1.036 F -- I.G. TOP RAIL MAT'L 6063-T5 TOP RAIL MAT'L: 6063-T5 171 #618 !1 0706 --I 1.036 .062 2.438 ---I .B90 I-- I.G. BOTTOM RAIL MAT'L 6063-T6 8#619 1+- 2.310 .093 1.818 I.G. DOUBLE INTERLOCK MATL-6063-T6 134 #745 --1499i+ F14- - .062 2.438 t "I I -i .890 h--- BOTTOM RAIL MAT'L: 6063-T5 15 #707 45 REINFORCEMENT 46 REINFORCEMENT MAT' j 6063-T6 MAT'4 6064.3-T6 ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" �-- 2310 10.093 1.816 STD. DOUBLE INTERLOCK MATT: 6063-T6 33 #734 f+- 2662 ---�{ T. 1.096 2.845 .125 I.G. ASTRAGAL MAT'L 6063-T6 721 #737 f 2.437 ----1 1 1.032 062 OI.G. LOCKSTILE i 1t71 MAT'L: 6063-T6 #736 +-- 2.437 -� 082 1.032 STD. LOCKING STILE O MAT'L: 6063-T6 #708 I 1.090 1.578 2846 .126 H.D. ASTRAGAL OMAT'# 6063-T6 23 #720 O O 1 Poo 0 I O O �+- 1.750 + 1.000 + - � - 1.750 -.4 7- � 1.000 2 I000 0 1. F+ .125 � .125 77 50 FIXED PANEL CUP, BOTTOM FIXED PANEL CUP, TOP MAT 6063-T6 76 MAT'L- 6063-TB 7178' 1717 cPMKMAioovonw EXTRUSION$ FLXV PANELS ALUM. SLIDING GLASS DOOR NOW NaraHMJ; a si➢n VLrlb$ Brrmr ,ewr�n rare a eavm A1iS 11 ' 1B 757 �F-- 2310 -� 1.45 .093 I.G. INTERLOCK TL: 6063-T6 1D #735 7--1-- 2.310 1 1.462 093 STD. INTERLOCK MAT'L 6063-T6 O6 #705 .u0atEvias - w a+wt-ert"m NO `t�,tttt inrr,rY� � aa��.' �CENSF'•• :� � ` * ' N0.58705 t oll TE NAl- A. LYNN NILS. P.E. P.EA6WQ5 e' :v, n i 1.000. F ii--.082 1.687 REF. 2.500 ANCHOR HOLES O 2 - TRACK HEAD MAVU 6063-T6 70 HI -RISE TRACK ADAPTER #702 MAVU 6063-T5 #722A .u5z 667 F1.594 r 2-370 6 2-370 0 REF. .0 .060 ANCHOR HOLES 1.010 - 2 TRACK JAMB MATL: 6063-T6 HOOKSTRIP MAVU 6063-T5 #704 #740 1.687REF. ANCHOR -T HOLES .062 Lil 1.760 .600 L- -760 4.070 20 OPTIONAL SCREEN RAIL, POCKET MAT'L-#6063-T5 666 72 2 - TRACK EXTERIOR SILL MAVL: 6063-T6 #7038 I S87 REF. ANCHOR HOLES .082 r,62 �f �3.728 — 74 2 - TRACK INTERIOR SILL MAVL#r 636063-T6 7 .550 ----1 i— rl -f 1.750 A 22 HI —RISE TRACK ADAPTER MAVL 6063—T5 #732 46. no" r"DucroWim, is D aqbatke iSLw ilrt x LYMAI ., N0.5870! aftvaunanw I P.O.Boxian M=" FL SM4 VW* &12 -1 16 mr 767 A. Ly F KIM, r"AAMW wwi 4w' 11 �-- 5.218 1 ,.� u U U U II.756 062 - �uf• - a 208 3 - TRACK HEAD MAT'L-T6 .062 J .687 5.094 - j T 208 3 - TRACK JAMB MAT'L:#660 3-T6 ADDED FRAME COMPONENTS 4.016 —y 1 .�U U U � .750 062 J 271 ADD -ON TRACK HEAD MAT'L#6133-T6 .062 1 .687 3.187 T 2 - TRACK FRAME, 2i3 .IAMB ADD -ON MAiL:#6606 3-T6 .02 2 062 1.250 •j .602 6AM T! 5.582 3 -TRACK SILL, EXTERIOR 21 3 - TRACK ADD -ON SILL 270 W/ SCREEN RAIL MAT'L• 6063-T6 MAV L 6063-T6 #615 #633 �— 3.002 1.000 T--{I-.-- .062 8 8ADD-ON TRACK, FOR FRAME HEAD MAT'L-6063-T6 #614 440 ' ,0� 1 I 625 2294 —� 222 1 -TRACK SILL, LOW -RISE EXTERIOR W/ ADD -ON MAT'L#6763-T6 .062 A40 � i ._j i� 1.800 +I 1.000 .062 t OADD -ON HEAD 216 MAT'L: 6063-T6 #634 g wm lie ftdk 582 a .627 ! r '! T 3.966 218 2 -TRACK SILL,LOW -RISE EXTERIOR W/ ADD -ON MAT'L• 6063-T6 #638 raupOeT RE:v1Sro � µ�rRw�ri sa. FlesW. fytr.tlu. east 3 7.002 ! - .062 ,, p 562 � .062 — O�—U 2.44_6 II�i� .662.562 �+- 1.844 fi T_f --- 1798 215 ADD -ON TRACK W/ SCREEN FOR FRAME SILL 2 -TRACK SILL, 1 -TRACK ADD -ON SILL i 19 INTERIOR W/ ADD -ON MAT'L: 6063-T6 #616 MAT'L 6063-T6 #635 MAT'L: 6063-T6 #637 on TW$eHF£l ro7o7®eMvoioovo�ve EXI "6A7iD7 t Narmnuetas�:m � _,_ idf(Syt DOE -.-- dfANOdTf08dl�T bae P.R BtpflB� NINCOh=FL3U74 ArrL dR i?e16ly B.re1► .062 .682 12204 1 -TRACK SILL, 220 INTERIOR W/ ADD -ON MAT'L:- 6063-T6 NMI 13 m 16 1 767 *' No. 58705 ' it 7'- Al 0 11 4 ..cc��, "/•.FCORION 'G��`� T,',,70NAL ��`� A. LYNN lAlaR. P.E. P.E.k887o0 DP TABLE REF. 4NCHORTYPE & SUBSTRATE SILL CLUSTER JAMB I P-HOOK SILL CLUSTER JAMB P-HOOK I SILL CLUSTI NOW O O O OOp oo O PANEL UNIT WIDTH x HT..- $ FFI I ri rl ti ri O x In= Is 8 1 B 1 5 1 6 1 4163i a c x OIL= x au.wo 84.000 90.000 00.000 G MC4 8 8 8 4 41 4 C 96.000 C4 8 8 8 4 4. 4 CB C x 80. TT—8 5 5 C4 C 84.000 C4 W C4 8 � 4 C 90.000 G14 6- - 8 -T" 4 4 - 98.000 8 4 4 4 CO C ANCHOR LOCATIONS, TYP.. (2) PER HEAD & SILL I M 48' NOM. 48' NOM. _48" NOM. 48' NOM. ANCHOR O UU O LOCATION, 1 O MIN. (2) z ANCHOR PER AT `z LOCATION, 8" 28" MAX kx O.C. 2--TRACK w � 0 0 TYP.. (1)-► JAMBS. SEE 0 PERAT SHT. 16 FOR o P-HOOK MULTI- Q o TRACKS N¢ 0 x 6" MAX APPLICATIO ¢ ¢ d TMLE4. NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCON 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREW (GE 2. GLASS TYPES: B - 3/16" TEMPERED C -114" TEMPERED D - 518" TEMPERED I.G. 3. INTERLOCK AND REINFORCEMENT KEY: SSN - SINGLE/SINGLE WITH NO REINFORCEMENT. SSR - SINGLE/SINGLE WITH FULL REINFORCEMENT. SOR - SINGLE/DOUBLE WITH FULL REINFORCEMENT. 4, ANCHOR QUANTITIES BASED ON HEFOLLOWIIf,SPACING: ,IAMBS AND P-HOOKS SPACING - 6" MAX. FROM CORNERS AND 28" MAX. O.C. HEAD AND SILL SPACING - 6' MAX. FROM CORNERS AND 22 511(r MAX. O.C. 6. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL CRrIERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, SILL AND JAMB TRACK SECTIONS. le, M TYP LOCATIONM16-9-6 ANCHOiMi cwe ASTRAGAL OR J2r D)Z1•I INTERLOCK,TYP. 14]ANCHORCLU3TER-C4 4 TABLE 3. S R JAMB P-HOOK c 6 10 10 36 `B 6 1' 8 1 1b�10 1 �_ 6 5 16 6 6 6 656 W C 1 ' 1 8 iIn ' T3. 1- 10 T& 10 10 10 .5 +56t� ,Wpkyftld* n. rrA► _l 28" MAX EXAMPL ; TION HEAD & SILL = 6° MAX. FROM IS]ANCHOR GY!/S7ER C18 &"Dgcuee Aopum f4lkw� O.C. CORNERS, 22 BMW MAX O.C. AND C6 AT EACH ASTRAGAL OR INTERLOCK 16' MAX. 4— JAMBS & P-HOOKS - 6' MAX FROM my. CORNERS AND 28' MAX O.C. TOTAL AT HEAD = 30 ANCHORS TOTAL AT SILL = 30 ANCHORS TOTAL AT JAMB= SANCHORS TOTAL AT P-HOOK - 5 ANCHORS MAX 22 5/16 MAX O.C. HEAD/SILL CLUSTER LOCATION TYP. 48' NOM MAX. SEE C4, CO OR 08 CLUSTER DETAILS FOUR PANEL DOOR ANCHORAGE I AVOI IT FXAMPI F 1•a rasp nnxoelr�AZW J 6 I MAX. LYNI 3' MIN..... (8)AfYCHORCLLu6M-C8 vCeNSF' *�� No. 58705 • CLUSTER DETAILS %;1O�staP311 0 NA 4 DOOR NON -IMPACT I �,,, I''++'.�, ft"' A LYNN fd0.LtFi, P,E saD wo 1 &781 14 to 18 I IM ' REA W705 :. �A 5� Gtt of Page 1 of 1 -------------------------------------- 72 1 � 1 1 1 1 1 1 133 ; 1 NWD 3g1 (2628 ) 30 6 —f 10 42 OPAA 42 ( 420 ) BAS ( 4089 ) 14 32 '0 PA4 (14) 16 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD JwY. 34 30 34 GAA 30 (1020 ) 34 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. v "VV ST. LUCIE C NTY BUILDING DIVISION ZA REVIEWED FOR COMPLI REVIEWED BY DATE . / PLANS ANf5 PE IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE -I http://www.pasle.orgibldgsketch/4000/933001 jpg 2/25/2014 u c P aA NA.J)4 PER,MI;T© # 2 MA 14-9 6 ,I, v -?" °' ,c��F� 'lAOnuPR1G� SCHEMATIC FLOOR PLAN MAR 2 4 2014 PORCH INFILL FARLEY ENGINEERING, LLC� I_LETT RESIDENCE FRANK FARLEY PE 40111 CA 28108 — 8800 NORTH US 1 SUITE 2 '5513 DEER RUD A SEBASTIAN, FL 32958 T. PIERCE FL r' _ (772) sasszzs (772) 589.2296 rax' I � Y Planning & Development Services Department _ Building & Code Regulations Division W 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: Willett Residence Project Address: 5513 Deer Run Ft. Pierce Permit #: V I —001 D Occupancy Type: Construction T. pe: INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit MAR 2 4 2014 o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Buil Tina— Code 2010 Edition with 20 Supplements using ASCE 7-10 2. Structure Designed as (check one): _Enclosed Partially Enclosed Open 3. Risk Category: _)(_I __II _III IV Exposure Category: _XB C D 4. Design Wind Velocity 160 mph _DASD _LRFD End Zone Width: 5. Mean Roof Height 15 ft Roof Pitch: :12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clerrly label on all plan openings): Zone 1: NIA Zone 2: N/A Zone 3: �I/0_ Zone 4: Zone 5: i/ �L- A �I �� A_ Garage: N/A 7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF 8. Were Shear Walls Considered For Structure? Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? Yes _XNot Applicable Explain Why Not: 10. Design Soil Bearing Pressure: NIAZ Soil Test Reports Submitted? Yes I certify_that,.to the best of my comply with the,applicable strL :County. 1 also certify that tr c a' forces "specified: sledge and belief, the attached plans & specifications have been designed to I portions of the building codes currently adopted and enforced by St. Lucie elements depicted on these plans provide adequate resistance to the design �griature; Date,' -an al:`'= SLCCDV Form # 020-12 Revised 3/15/12 (JS) FRANK VV FARI FY, PE PF A0111 Print Name Cert # & Co. Cert Auth. Company Name & Address Florida Building Code Online. 4 Page 1 of 4 ,� r1o6da Depaftentq BCIS Home ; Log In ; User Registration f Hot Topics Submit Surcharge i Stats & Facts i Publications FBC Staff. �, BCIS Site Map ; Links ; Search 2' Busines Professi I product Approval ER: Public User *Us Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL251-R19 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 W Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext22318 druark@pgtindustries.com Authorized Signature )ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski @ p gt i n d ust ri es . co m Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/07/2013 Date Validated 05/20/2013 Date Pending FBC Approval Date Approved 05/28/2013 Date Revised 03/20/2014 Year 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wCTEVXQwtDgsEt2PTand5bm... 3/24/2014 Florida Building Code Online Summary of Products FL # Model, Number or Name Description 251.1 SGD - 470 (Non -Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018 20 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018 20 odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Page 2 of 4 251.2 SGD - 570 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018 19 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.19.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Cr QndQnt-Third_P_art 251.3 SGD - 670 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.17.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2015 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.17.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD - 670HP (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.18.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2015 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.18.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD - 680 (Non -Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018 13 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2014 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.13.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD - 770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018 14 pdf Approved for use outside HVHZ: Yes FL251 R19 C CAC SGP 11062402 odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 02/17/2015 Other: Please see Miami -Dade County Notice of Acceptance Installation Instructions (NOA) for product performance information, anchorage FL251 R19 II 11-1018 14 odf details, and anchor type, size, and spacing information. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 WinGuard Aluminum Sliding Glass Door http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/24/2014 Florida Building Code Online Page 3 of 4 SGD - 770HP (Large Missile Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.16.odf Approved for use outside HVHZ: Yes FL251 R19 C CAC SGP 11062402.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/24/2015 Other: Please see Miami -Dade County Notice of Acceptance Installation Instructions (NOA) for product performance information, anchorage FL251 R19 II 11-1018.16.odf details, and anchor type, size, and spacing information. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD - 770HP (Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.15.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2015 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.15.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD - 780 (Impact) WinGuard Aluminum Sliding G1... rl— Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 12-0516.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 12-0516.04.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10Aluminum Sliding,,Glass Door= >• '-_:_. �_;w __ Limitsof,Use" .. Certification Agency Certificate Approved for use in HVHZ: Yes-,- -... . , ` FL251 R19 C CAC. 12-0726.03 DR.odf Approved for use outsrde HVHZ Yes __ - -Quality'Assuiance Contract Expiration Date Impact Resistant: No. :.. "05/22/2018 Design Pressure; N/A _ Other: Please see M ai mr Dade Gounty;Notice of.Acceptance Installation Instructions ;..FL251 .R19 II 12=0726.03 DR.odf (NOA) for product performance•informati' n, anchorage Verified By: Miami badd BCCO - CER details, and anchor type, size, and spacing information. Created by Indepe" i nYThird Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-2770 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.19.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.19.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-2870 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 11-1018.19.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 11-1018.19.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.13 SGD-3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 12111403.odf http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/24/2014 , Florida Building Code Online Page 4 of 4 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 12111403.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.14 I SGD-3030 (Small Missile Impact) I Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R19 C CAC 12111404.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R19 II 12111404.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®® eCg. M Credit AFE http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDasEt2PTand5bm... 3/24/2014 u , MM IAMI-D�ADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.aov/economv PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product_ormaterial-fails_to-meet there ' ments 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: DESCRIPTION: Series IISGD-250011 Aluminum Sliding Glass Doors w / wo Reinforcements — Non -Impact APPROVAL DOCUMENT: Drawing No.757 Rev M, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 11/30/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Renewal 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. Use of Table 1, requires No reinforcements. 2. Use of Table 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC, as applicable. 4. Nominal 1/4" max. air space is applicable for I.G. glazing with Truseal Duraseal spacer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 11-1018.11 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 12-0726.03 Miara• la:l oUNTY Expiration Date: May 22, 2018 Approval Date: October 18, 2012 \0� Page 1 PGT Industries ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file # 11-1018.11). 2. Drawing No.757 Rev M, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 11/30/11, signed and sealed by Lynn Miller, P.E. B. TESTS (submitted under file #11-1018.11 / # 08-0213.03) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13- 06, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports, Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-359b, FTL-4273, FTL-4275 and FTL-4277 per FBC, TAS 202-94 (formally SFBC, PA 202- 94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file # 04- 1220.05 / 08-0213.03). C. CALCULATIONS (submitted under file # 11-1018.11) 1. Statement letter dated OCT 11, 2011, compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61 G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 03-28-07 and last revised on 08/22/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (submitted under file # 08-0213.03) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (submitted under file #11-1018.11) L Statement letter dated July 25, 2012, compliance to FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated OCT 14, 2011, compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 3. Statement letter of conformance and no financial interest, 03-28-07, signed by Robert L. Clark, P.E. (submitted under file # 08-0213.03) 4. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA renews # 11-1018.11, expiring May 22, 2018. 2. Previous NOA associated files: 08-0213.03, # 07-0309.09 and #04-1220.05 3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCCO. I haq I. Chanda, P.E. Product Control Examiner NOA No.12-0726.03 Expiration Date: May 22, 2018 Approval Date: October 18, 2012 E-2 1. GLAZING OPTIONS: B. 3H6" TEMPERED GLASS. TEST REPORTS FTL•3116, FTLT C.114 TEMPERED GLASS. TEST REPORT FTL-3102. D. 5V INSULATED GLASS (I.G.); (2) LtTES OF 3H6' TEMPERE 2. CONFIGURATIONS: SEE SHEET 3. 3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEET 2. A NEGATIVE DESIGN LOADS BASED.ON TESTED PRESSURE B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESS C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLIC/ 4. ANCHORAGE THE 331/3% STRESS INCREASE HAS NOT BEE THAT COME INTO CONTACT WITH OTHER DISSIMILAR.MATE SEE SHEETS 13 AND 14. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRE[ 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEAL 7. REFERENCES: TEST REPORTS FTL-0102, FTL•3116, FTL-3117, >ELCO TEXTRON.NOA 04-0721.01. 03-0225.05 >ANSUAF&PA NOS-Z005 FOR WOOD CONSTRt >ADM-2005 ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY VELOCITY HURRICANE ZONE (HVHZ). 9. GLAZING VINYL SPECIFICATIONS (ITEMS 36, 37, & 131): a. PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC:, b. HARDNESS: 70 SHORE A o SPECIFIC GRAVITY-1.43 d. TENSILE STRENGTH,1450 PSI e. ULTIMATE ELONGATION: 380% . I. MODULUS @100WELONGATION: 59DPSI g. TEAR STRENGTH: 210 i.BflN 3/16" TE 39 3f 16" MONOLITHIC GLASS GLASS TYPE B ffwh 7, F FL-4277 AND FT'L-6095. GLASS WITH A 1/4" AIR SPACE. TEST REPORTS FTL-4273, FTL-4275, FTL-4280, FTL-4285 AND FTL-4341. AND GLASS TABLES ASTM E 1200.02. )RE AND GLASS TABLES ASTM E 1300-02. 3LE IN MIAMI-DADE COUNTY. V USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, ALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS.. IN MIAMWADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. :D WITH SCHNEE/MOREHEAD SEAM SEALER.. :TL--3W6, FTL-4273, FTL-427S, FTL-4277, FTL-4280, FTL•4285, FTL-4341 AND 5095. THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH TEAM PLASTICS, INC. GLASS 3/8' GLASS BITE J4" MONOLITHIC GL GLASS TYPE C TRUSEALDUW SPACER (TYP.) 3116' TEMPERED GLASS AIR SPACE 3116' TEMPERED GLASS T30 NOM. 5/8' I.G. 1 3/8" GLASS BITE 5f 8" I.G. GLASS GLASS TYPE D MAP P.Q BCUC Sd70 ru.wvt. CL IVIN 7 VLH.7.7 L/VUK, NVIY-l� Al vwbb &aff awm NT8 1 - 18 ten. AV NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS..._.._... i DESIGN PRESSURES..._- 2 CONFIGURATIONS........... 3 ELEVATIONS ..................... 4 VERT. SECTIONS......„...._ 5 HORIZ SECTIONS ............ 6.8 'X" &'O' CLIP INSTALL._ 9 PARTS LET._..„„.........._ 10 EXTRUSIONS........._._._... 11-13 ANCHORAGE............ __..... 14-16 %Wc 0' aw11"la I' w"low 0 mouticT SEv szo "e flyei.x wm lb[ Flodd+ lakOaY Cute Aay,,,,m ft 1h1D,$ •11 BRI-Uw. ?ot3 `�t,tlYlllflrrl �' 'k : No. 68To5 �Q.t� •'•.FLORIOQ:•'eC9 . sloNpaw A. Lv�I M b.e. PAW#56705 rENDED SILL. 21/2" HIGH GLE/SINGLE INTERLOCK REINFORCEMENT (SEE SECTIONS ON SHEET 6) D. FTL•4280 & FTL-4285; SIC TEMPERED I.G. (31181T.1/W NOM, y OVER-ALL DOOR HEIGHT PANEL °0 WIDTH d 8o• A 84" (78) 90" (76) 24" 1201 S 1 +85.0 38.8 1+65.0 1 70.0 1 +84.8 V46 30" 38" 42" 48" TABLE 1 3l18"T) INTERIOR EXTERIOR SINOLE�y�Jt� AQ RfINFORC�F(� COMPI4RATIV� ANALYSIS: TABLE >MMNDED SILL, 21/2° HIGH >SINGLFMOUBLE INTERLOCK (OUTSIDE) >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 8) GLASS TYPES: C. F7L•3102; 1/4" TEMPERED D. FTL•4273 & FT44275; 5/8" TEMPERED LG. (3H8"T, 1/4"SPACE, 3/1611) OVER-ALL DOOR HEIGHT 7P�=L 90" (7g 98" o) I •60.0 24" (2q C +65.0 -127.1 +85.0 -120.0 +85.D 410.8 +89.0 -102.,, I -68.8 D +85.0 -130.0 +85.0 -130.0 +85.0 -120.0 +65.0 -111: I 49.8 C +65.0 -106.3 +66.0 -100.2 +65.0 -92.2 +65.0 -W.; D +65.0 -115.2 +65.0 -108.5 +00.0 -99.8 +8S.0 -92.4 '43'1 C +85.0' -f 9 +85.0 -67.3 +85.0 -W-0 +65.0 -73A COMPARATIVE MALY8I8: TABLE >EXTENDED SILL, 2 IW HIGH >SINGLE/SINGLE INTERLOCK >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 7) GLASS TYPES; S. FTL3118; 3/18" OR 1/4 TEMPERED D. F1L4341; 5/8" TEMPERED I.G. (3/16'17,1/4"SPACE,3/1" NOM. a� OVER-ALL DOOR HEIGHT PANEL �a WIDTH O w (6h I 84" (r) 90" n'9 (so) 24" (2) B,D +65.0 -105.9 +66.0 100.0 +65.0 32.3 +85. -85.7 30" (28) 8.0 +85.0 -88.S +65.0 -83.5 +65.6 76.8 +65. -71.1 B,D +65.0 -77.4 +6&0 -72.7 +85.0 �8 7 +61. •61.5 4z' M B,D +66.0 -65.3 +65.0 -W 3 +696 %.8 +54 -54,8 48" (4) B,D +50.0 -W.0 +50.0 .50.0 +90 50.0j +60 5U10 M,.vyl p F.K � - H a� n f.IL 0 PRomicT RM.K 1 m "*A at n INTERIOR ""�" 46 46 © SEE NOTE 1 & 2 rwoueT 6wyano POS. •� ••Pcbins etu, me Fbvw SILL DESIGN =.:Cide EXTERIOR A..Vmml. 1 1 • 1 HEIGHT PRESS.•M� SINGI_E/31NGI F -ON.) (PSF) JNTEI2LOCK 21/2" +85.0 REINFORCED 19/4" 7N. 3 INTERIOR NOT NOTES: SILL RATED I. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21& HIGH il SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3W SILL. LYfIN NEGATIVE PRESSURES ARE UNCHANGED 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH = * ' No 58705 CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE * = SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. __ -a ct �-� ro nrxnocoor D SIGN PRESSURES NO REINFORCEMENT II Sold Q ST TE OF NOIiDd!lb;A,81m6 n.0 �(C` '•�LORIOP.:' ��: ra/�Qp�KKr�e ALUM. SLIDING GLASSDOO NON -IMPACT NO�b ltlzx 14746Brpu ?A A LYPBj�(ILLAA'P.E SY D N;8 2 • 16 i67 M P•EA UM8 CODE PANEL TYPES A D== INTERLOCK LOCKSTILE B R.H. INTERLOCK —� INTERLO C INTERLOCK AS7TiAG L D LOCKSTILE INTERLOCK �_ R.H. E INTERLOCK , INTERLOCK INTERLOCK F I_ INTERLOCK INTERLOCK G LOCKSTILE DOUBLE INTERLOCK H INTERLOCK L.H. INTERLOCK I NTERRLLOCK CC" INTERLOCK J LOCKSTILE STANDARD ASTRAGAL KH.: L j� INTERLOCK 1 —J I LOCKSTILE L INTERLOCKASTRADGAL M LOCKSTILE ���— L.H. INTERLOCK ASAMADUPTL.H. INTERLOCK P N ERLOCC FIXED LOCKSTILE CODE PANFI TYPP-c R LOCKSTILE L.H. INTERLOCK FIXED S LOCKSTILE STANDARD ASTRAGAL T AS�G LOCKSnLE U SE ASTRAGAL. LOCKSTILE V LOCKDSTILELOD EKS77LE YY INTERLOCK STANDARD ASTRAGAL Y FIXED LOCKSTILE INTERLOCK TERLOCK Z LOCKSTILE LOCKSTILE YR DIN LE ER OCK FIXED LOCKSTILE DOUBLE GR INTERLOCK LOCKSTILE LR ASTRARGAL R.H. INTERLOCK WR DOUBLE AsTsMraD ID°OU D S DOUBLE R.H. INTERLOCK INTERLOCK SD INTERLOCK� LHL DOUBLE INTERLOCK NOKdW$ Ft 3CM iYZP.O. fB'dp & 1LJ11f1 CONFIGURATION NOTES: 1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48" NOMINAL WIDTH PANEL TYPES IS 44 Iff. 2. MAX. DLO HEIGHT = 91 814" 3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY COMINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE UP OF THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 AND 12 OF THIS NOA. EXAMPLE MAXIMUM CONFIGURATIONS: A. EIGHT PANELS ON FOUR TRACKS (CENTER MEET) B. FIVE PANELS ON FIVE TRACKS (BY-PASS) TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL DOOR PANELS MAY BE USED FOR SCREENS. a— I scn . • 78 r"wic"LNow mc4opwqwmgwftda owbuc9'gE Luo rw�Nr4 ww fh pbrw �ret1M -- � • L 11111! �'"QNV LYNW����r-- * No. 58705 * ' �o ans If ST TE OF IN -IMPACT 757 M a L PEA Was P.e 441/8" MAX• DAYLIGHT OPENING FOR 48' NOMINAL. ALL CONFIGURATIONS a. 48' NOM. MAX. PANEL WIDTH �XX� // IN // II // 48' NOM. MAX. PANEL WIDTH -�- OXO O 96" 39' MAX' TYP. HT. 4W NOM. MAX PANEL WIDTH —+f-- Xp or pX OX or XO 95' MAX. HT. 1 75'v V / DAYLIMAX.GHT LW Oa OPENING HT -M' nUM. Mwc. rANtL WIUIH —j - j pXXXO or OXXX� DLO HT. DLO WIDTH W NOM. MAX, PANEL WIDTH •-�+-- .-� , s _ _ OXXO or- XXXX =- NOTES: 1. SEE SHEET 3 FOR PANEL TYPES. 2, DLO WIDTH = NOMINAL WIDTH - 3 7/8' 3. DLO HEIGHT = DOOR HEIGHT - 4 t/4' ate 'r�:%Tg a 0. 913/498 DA;2IGHT HT OPENING 48' NOM. MAX PANEL WIDTH —}- i pXXXO or OXXX,p NOlIOM1R$ FL8 ra. eox+zrm . SQV= I NTS 1 4 w 10 1 757 raoquucr q v=o mi 114b, *"*.Rw R &Aftcwo 14 .,��inlrrrr,. `."0 ANY LYNAJ * ' No.58705 'o' sT 3o rr - Q; lo'ON1AtL EoG, A. LYIStS MII.tEFt P.B. KEP 0=5 212 r F 216 (5 - TRACK HEAD & 215 21 INT. NOTE - MAX \ SL o35.3PSFp VERTICAL SECT. STANDARD SILL 94 I MAX. DLO ALL CONFIG. 212 F--I F1 u 214 _ 216 (5 - TRACK HEAD & SILL SHO 1 74 -. 215 217 MME EXAMPLE MULTI -PART INTERIOR FRAME EXTENDED SILL P.0. i62P I Tifl� NG'KOMlF3?fR?7{ omim7o EXTERIOR NOTE: ITEM 74. INTERIOR SILL IS NOTAPPROVED WHERE WATER INFILTRATION IS REQUIRED. VERTICAL SECT. INTERIOR SILL SECTIONS ?ING GLASS DOOR NOM aor o�� V/2 6 + 16 W rr}Wb{w1r1M�+M� ``Sl�ttll l l tUF1ji �`�`�aS��N�,tcEN F�/��($➢ * No.58705 * S �0 nod :.ems 3TA (e; s'•."40RIOP 'G�'�`` ONALP�II.I.�RLL�`�� A. LYN�ItP.B. P.E.#sem O OR 106 SECT. A -A MOVABLE INTERLOCK AT P-HOOK SECT. B-B 2I SECT. X SECT. D-D SECT. E-E _ 4 INTERIOR =i� (ALL SECTIONS) - Z 1�7 EXTERIOR (TABLE 1, SHT. 2 DESIGN PRESSURES) SECT. C-C S�E-C-TSB LOCKSTILE AT ASTRAGAL IVABLE SINGLE SINGLE INTERLOCK 76 AND 77 6 OR 106 X OR 1 OR 107 O O O O O AIR SPACER TYP. ALL SECTIONS USED OIPANEL, X FIXED 78 73 SECT. D-D MOTERLOCK SECT. E-E LOC <STILE AT JAMB AQ1Q7fdf$a3{a8 � �-'--.... ... .+�v..wwr rr�r�•-.- r - i PaepX +mo ALUM. SLIDING GLASS D00 NON-1 NOIfD7d7B,aSQ7A V&a&ffr S001d0p /2 6 + 96 757 madli rneA� lucwcao ..��,.Ir! Ae na+► ��\t—{p15S• 11 ' ttllllllr * ' No.58705 VST, 1 .a= /0N�'!A'L EA.• A. LYNNrM¢LEK RE FZA MM SECT. A -A SECT. F•F O OR 106 S ECT. A -A MOVABLE INTERLOCK AT P-HOOK SECT. H-H SECT. G•G x SECT. H-H SECT. E-E 0 - 4INTERIOR 0 0 (ALL SECTIONS) -� EXTERIOR AENT (TABLE 2, SHT. 2 DESIGN PRESSURES) SECT. G-G T. F-F LOCKSTILE AT ASTRAGAL SI GLE INTERLOCK OR 106 X OR Q 1 ORCo' iL AIR SPAC ER TYP. ALL SECTIONS USED ONLY WITH X MIXEDPANEL, P.O 1m Nd(ON PL9IF70 SECT. E-E LOCKSTILE AT JAMB — — ~ly1 . — L !NG GLASS DOOR NON I rs wre aru,y�t IA 7 e M 757 .seoeeuer +rsvanvEO .a ewnNYl� .Hh Ipe F9WA� /,Jdie6CoAe ���• GENsF *' No. Sff705 *' �p0. -, XTARE A. LYNN MILLER, P.E. REA 6874M SECT. A -A 1` / �� 7T SECT.14 VA r SECT. JAI SECT. E-E — L o o _ 4 INTERIOR 0 0 (ALL SECTIONS) EXTERIOR SECT. "J 'L FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) O OR 9. X SECT. A A MOVABLE INTERLOCK 33 OR 131 AT P—HOOK MOVABLE SINC 76 AND 77 10 OR 6 O O O — o 0 SECT. J—J FIXED TO MOVABLE SINGLE/ FJC Kla-ift 71N35NEET }0/1NN L CNNW--TMST1EEi 4L local I H cmwGE7NIBSNEE7 PJL 14 I== SECT. G—G �(; _I LOCKSTILE AT ASTRAGAL JBLE INTERLOCK 1 101 X OR 0 OR _ _ wcouuesAevwce rsN!/b'MtwNA uro Flak Is 'KnnmemwmS4 mw USED ONLY WITH FIXED PANEL, 73 78 �lfjz,,, i SECT. E—E ' * No.56706 INTERLOCK LOCKSTILE AT JAMBOF = Q i�`�s' :fIORIDp.• G\=�� WoTECfGYQLOpYDR1VE HORIZONTAL SECTIONS TABLE DPS Try ALUM. SUDING GLASS DOONON-IMPACT R, Narouts,AsaY76 �:5,�O1VAL NFGKOMf9.RSIFTI A.IYNN MILLEIt,1P.E. P.E.Ce8T60 14ift, Bstmr =�r�afe SaDow b► 1/2 mac 8 r 1B n T57 m•: M (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERLOCK POSITION TO SECURE THE ACME PANEL TO ITS RESPECTIVE SILL TRACK 1 aaL %/IfK'fl (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB i 1 Z� F 831! (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD INSTALL W/ #10x1' SMS (4) 76 RE -INSTALL #1ox 314" PANEL SCREWS (2) 77 #loxINSTALL W/ 78 32° i INSTALL Wf 410x1' SMS (4) SMS (2) RE -INSTALL 1/4-20 k4 .;PANEL SCREW (1) (1) FIXED PANEL CLIP (BOTTOM) INSTALLED PRO"CT i!EN ON EACH FIXED PANEL AT THE INTERLOCK POSITION �ypn g TO ATTACH FIXED PANEL TO FRAME SILL "^ii colk FIXED PANELS Y •rPuce Sig vuw ��i�dll,tfe�N,Yc ,,,l,f,,,,, PANELS No.58705 = ' '���;'• �LDRIDA,,. *AU ��''%S�Dn►AL G��� M r r, i a L P E FL�X nroKOM19 RaIaT4 Wr/bg, 8aur 7RACKCLIP &FIXED CLIAS INSTALLATION ALUM. SLIDING GLASS DOOR, NO*IMPACT a ettot300 1/i s r 10 o,,, �,,, T6T ae M P�.EASM 17 726 BOTTOM PANFT, GUIDE 18 661 ISINGLEROLLERASSY. 19 661 SINGLSROLLER ASSY. - & 20 683 ITANDEMROLLMASSY. 21 683 ITANDIN ROLLERASSY. - 23 609 ASTRAGAL, MONOLITHIC 24 720 ASTRAGAL D.,MONO) 26 653 11ATCHKEEPER. V 653 LATCH KEEPER- S.S. Z8 loax 312 PH. TR- SMS 29 729 JAMB BUMPEtt 10 #6 X 375 PH. PN. SMS Il 663/664 UMPERSERM .0300R.06 13 734 DOUBLEDnTRI)OCKom t6 1007 GLAZMMNYL • 3116 17 1 ca.A7JNr VfNv1.. vd 40 42 45 46 58 60 61 X1518REW.- X 1 1/4 REONF_ - VCy:i W"I 'l 7683Z 90 1136 1#6XI12PPSMS 76X12A 7 SS 101 736 LOCKSTIM LQ GLASS 60392 i 15 106 735 HITERLOCK STD, LQ GLASS 60393 92 111 618 TOPRAILI.QGEASS 69M 115 619. BOTTOM RAIL, LQ GLASS 69089 7SDKEEPX 121 737 ASTRAGAILQGtASS 60394 7 130 5/8" LQ GLASS; 3/16" TEMPERM 72087K 1/4" SPACE, 3116" TEMPERED zz lft� 7 BPPA 131 1006 GLAZMMKYL-UVSULATED GLASS 658MK 4 831 134 745 DOUBLELNTERLOCK LQ (RASE 60551 ►NO. 61494 201 629 1- TRACK HEAD POCKET DOOR 68176 � 6 6X4GI4GI K 202 628 1- TRACK JA POCM DOOR 6628 203 1666 OPT. SCREEN RAU,, POCKET DOOR 61394 204 1627 11- TRA CK EXT. POCKET DOOR 68179M 112 208 1631 3-TRACKBEAD 68182 rwouucr RKVIWD 209 1632 13 - TRACK JAMB 68183 —101 61214M 210 633 3-TRACK SH1, EXT. W/SCREEN RAIL 68184M 3 7DRK9•M25 211 613 ADD-ONTRACKHEAD 68187 7 040 212 614 ADD -ON TRACK FOR FRAMEHEAD 68185 trnY�L� S.S. 7 04OX 213 617 2- TRACK FRAMEJAMB ADD -ON 68188 RTI 8K 214 615 3 -TRACK SILL, ADD -ON 68189M 215 616 ADD -ON TRACK W/ SCREEN FOR SILL 68190M 4MM 216 634 ADD-ONHEAD 168186 w l N i n045 217 635 ADD -ON SUL 68191M� • 7VT43 218 638 LOW40B2- TRACK SU],EXTERIOR 69952M �: %,iCENyF • _. ;p DSPSXI 220 636 I-TRACKSLL INTERIOR 68274M *.. No, 58705 1 1 1671 LOW4USEI-TRACK SILL, F.7CIFRIOR 60803M 4IR8 1 225 1732 1UGH-RISE TRACK ADAPTER 168313MOF im PARTS UM %.�. �.or oP...0 aTECHNOLOGYD nao if ALUM. SUDING GLASS DOO NON -IMPACT '��, btN�AL E,. :saa htBW�RDR aR7/ LUfb{p I�Nts ~"1°'� "•ie nwyw. �r A. LYNN {�LLER. RE mm s m m 10 + 18 167 M Puorm --i .890 1-- -.-I .890 F-- .062 1.375 1.375 .062 .L r �1 1.036 Fes--- • --►1500E-- I.G. TOP RAIL MAT'L• 6063-T5 TOP RAIL MAT'L: 6063-T5 O111 #618 11 #706 1.816 I.G. 134 --I 1.036 If - -4494- -- 062 1 .062 2.438 2.438 Of t -�i .890 Fes- - -1 .890 F� I.G. BOTTOM RAIL BOTTOM RAIL MAT'L: 6063-T6 MAT'L: 6063-T5 11 #619 15 #707 2437 2.310 2310 1�.092 093 1.816 .093 O I.G. LOCKSTILE Tj' 1D1 MAT'L: 6063--T6 #736 3LE INTERLOCK STD. DOUBLE INTERLOCK r-- 2.437 O.606 -T6 MATT: 6 63-T6 #1.032 STD, LOCKING STILE O MAT'L: 6063-T6 #708 r- 2502 --{ 096 1575 J J 2.845 ID� .126 I.G. ASTRAGAL MAT'L: 6063-T6 721 J737 �+-- 2.562 1.090 ' �5 2845 .125 H.D. ASTRAGAL MAT'L: 6063-T6 23 #720 --1 f-- .500 --1601--- O O T T- o 0 1.611 1.260 1 � 1.750 45 REINFORCEMENT 46 REINFORCEMENT I 0 MAT'L: 6063-T6 MAT'L• 6063-T6 #755 # 1214 2.0D0 OTE: ITEMS 45 AND 46 LENGTH =PANEL HT. - 4 1/4 126 77 FIXED PANEL CUP, BOTTOM MAT'V� 6663-T6 a.L }0/iWii M CHNYOEWSSMT P.QBQXfOtp den_ N01fO1Ml; loll N 0==0 0 0 1-1.750 .750 125 t GFIXED PANEL CUP, TOP 76 MAT'476063-TB aaDm I ArM 111 • to I 767 rf - 2.310 -� I IA52 .093 I.G. INTERLOCK MATL: 6063-T6 10 #735 t+- 2.310 1.462 m STD. INTERLOCK MAT'L: 6063-T6 O#705 03 � �M/(�/,, * ' No.58705 /sel�Q • tE bF1 • ��� S70tNcLLAL ��o` A. LYNN Nu.Eq, P,E. P.E.0 6B705 �— a624 --j .660 1.000 T — ANC REF. -` li-- .082 2.500 ANCHOR HOLES 7i AD MAT'L 6063 TTK 66 1 HI —RISE TRACK ADAPTER #702 MAT'L 6063—T5 #722A 082 .6877 r 2.370 1 060 1.694 REF_ ANCHOR HOLES 1.010 2 — TRACK JAMB 73 MAT'L: 6063—T6 ' 69 MATO'L• BOBI3—T5 #704 #740 1.687 REF. ANCHOR - 7� A62 HOLES � t 1.750 .500 �.750 ��-- F�--.4:676 '-- 0 OPTIONAL SCREEN RAIL. POCKET MAT'L: 6063-T5 72 _2 - TRACK EXTERIOR SILL 666 MAVU 6063-T6 #7038 I-- IA87 REF. T �^{ ANCHOR 1 I HOLES 1.750 .062 II 582 HI —RISE TRACK ADAPTER ana --! T' 063—T5 74 2 — TRACK INTERIOR SILL #732 MAT'L- 6 063—T6 tR A3WS P.Q 8QY 1� NOIDOWS A3tTTI 3TEXTRUSIONS, FRAME ALUM. SLIDING GLASS OQ29 NOAMIMPACT &Imr aft6ftw e* Nwe AMUM qn Sam= NTS 12 • 1B 76! M �iurrr G�GENSF '••� * ' NN... 5870 � y I. �: 1 ---- 5.216 L n 062 --if-- 208 3 - TRACK HEAD MAT'L• 6063-T6 #631 44 .002 1 687 5094 - --� T 209 3 - TRACK JAMB MAT'L ,6632 3-T6 f062 } 1 ,.moo A2 1 w T, 's4-- 3„TRACK SILL, EXTERIOR 210 W/ SCREEN RAIL 4j' MAT'L: _ 6063-T6 .082 .T Fes— 2.446 21 ADD —ON TRACK W/ SCREEN FOR FRAME SILL MAT'L•#661063—T6 ADDED FRAME COMPONENTS 1 4.016 1 .9�II II II II .750 UU U .062--liUi"- 0 211 ADD —ON TRACK HEAD MAT'L�6 33—T6 .062 J .sal 3.187 T 2 - TRACK FRAME, 213 JAMB ADD -ON MAT'L: 6063—T6 #617 .062 _T 4.215 5.582 1 3 — TRACK ADD —ON SILL MAT'L• 6063—T6 #615 .062 1-- .062 .682 � -- 1.844 An T- 3.798 217 1 —TRACK ADD MAT' L:#660 2 —TRACK SILL> ON SILL i 19 INTERIOR W/ ADD —ON —T6 MAT'L:,6063—T6 vmanacxaoroorfrarve NOM7M!$R3Y17d EXI +� ALL J_ r-- 3.002 —� 1.000 rT�� -"11' - .062 ADD —ON TRACK, 212 FOR FRAME HEAD MAT'L: 6063—TO #614 440 ' ,062 I I 625 2 394 -q -T 222 1 —TRACK SILL, LOW —RISE EXTERIOR W/ ADD —ON MAT'L• 60063—T6 #671 .062.440 --1 r+--j .562 627 Ti 1 3.988 I--� 218 2 —TRACK SILL, LOW —RISE EXTERIOR W/ ADD —ON MAT'L: 60#63863-T6 f .062 .682 I i 2204 1 —TRACK SILL, 220 INTERIOR W/ ADD —ON MAT'L: 6063—T6 #636 13 a 1e 757 Fes- 1.800 -1-1 1.000 .062 - 11 T ADD -ON HEAD 216 MAT'L: 6063-T6 #634 400*0 I- 1a fie fbft rvRpuer FEVOW �.aMtuyt�tw�,+� Fle,ta. ~ rks1-�1"n.11 ,�,ttrrttrr No. 58705 ;Ap ' STATE2" o !� A.I.YNN UU 12 , P.E. P.EA66706 I DP TABLE REF. ANCHORTYPE SILL & SUBSTRATE'N CLUSTER NOW o g a PANEL UNIT y YPIDTH x HT. - 124.000 x 80.000C 8 JAMB I P-HOOK I CLUSTER I JAMB I P-HOOK I CWSILL ER I JAMB 90.000 96.000 i (� 8 -8 1 8 Zug� 1 8 x 80.000 84.000 00.000 96.000 C6 8 taw A' WWI 60.000 84.000 90.000 98.000 Coco G! 54 8 8 C4 N C4 8 8 48.000 x 80. 84.000 90000 98.000 al C4 ._. Z3 C4 BF �Yl 8 L W 8* C4 8 ANCHOR LOCATIONS, TYP.. (2) PER HEAD & SILL l f IN ME am-Avlog 48• NOM. 48" NOM. O 48" NOM. 48' NOM. UU O /-ANCHOR LOCATION, -a' O MIN. (2) w z ANCHOR 8 28• MAX PER AT LOCATION, q• O.C. 2-TRACK aC oC O O TYP.,(1)—► S___ JAMBS. SEE 0 PERAT SHT.16 FOR MULTI -TRACKS © < 0 P4400K y o g irl 6" MAX APPLIGITIO a0 Hare 4. NOTES: E 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCON 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREW (G5) 2. GLASS TYPES: S - 3/16• TEMPERED C -1/4- TEMPERED D - 5/W TEMPERED I.G. P,HOOK 3. INTERLOCK AND REINFORCEMENT KEY: SSN - SINGLE/SINGLE WITH NO REINFORCEMENT. c SSR - SINGLEISINGLE WITH FULL REINFORCEMENT. U� SDR-SINGLE/DOUBLE WITH FULL REINFORCEMENT. �? 4. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: S JAMBS AND P-HOOKS SPACING - 6" MAX. FROM CORNERS AND 28" MAX O.C. 5 5 _5 HEAD AND SILL SPACING - 6" MAX. FROM CORNERS AND 22 5/10" MAX O.C. T - 8 5 S. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL 8 CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 8 8 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK SECTIONS. SEE SHEET 18 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, 8 SILL AND JAMB TRACK SECTIONS. 16" MAX T W ANCHOR e" _TlrT LOCATION, MAX "w,.,,,'Typ wftd*ftd Pima s s e Mr. 6 -T e i1Ede ASTRAGAL OR IZ• G721• 5 5 5 INTERLOCK, TYP. !4)ANCHORCLUSTER =C4 8 8 B 16- MAX `+ MAX 1 11118" MIN. O.C. TYP. ©1 nwDucrmytoo EXAMPLE LUTION 2W MAX HEAD & SILL = 6" MAX. FROM O.C. CORNERS, 22 5H S' MAX. O.C. AND CE AT EACH ASTRAGAL OR INTERLOCK JAMBS & P-HOOKS - 6• MAX FROM CORNERS AND 28• MAX. O.C. TOTAL AT HEAD = 30 ANCHORS TOTAL AT SILL - 30 ANCHORS TOTAL AT JAMB = 8 ANCHORS TOTAL AT P-HOOK = 5 ANCHORS T {--6• MAX 22 5/1G' MAX O.C. —7FHEAD/SILL CLUSTER LOCATION TYP. 48' NOM MAX. SEE 04. CS OR C8 CLUSTER DETAILS FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE N0ldX ,FL8WW enxo>ut° 111m ro rem r '111. 1a- it �—•- tiniei! LYMIV 4f. ,'ii� 3' MIN. �. �! i (6)ANCifORl�ll/3TER-CB VOsf eo' CLUSTER DETAILS srni oF11 4�� iDOOR NON -IMPACT S/6NA�""L''�Er;,�• A LYNN u6,Ltfi, PE 8OD76D0 1 =1 14 ei 16 1 757 M P.fl.060706 --- 13WMIN. —�I 3.4 KSI MIN. CDNC. CONCRETE ANCHOR 9 3/4" MIN. E.D. 1•687 2x WOOD (SEE NOTE 1) T'P (2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE t' ' •_ APPLICABLE TO HEAD OR JAMBS WOODANCHOR ::�� i �; ,i'•;:...,- (SEE NOTE 1) h4lo: .::•,. . t ,+.: r, NOTE 1. 1.594 1x WOOD BUCK 1 IN8' 1/8 A- MIN. O.C. (SEE NOTE 2) MIN. (EXTERIOR) li 6063 TS 2x WOOD (EXTERIOR) I1.687 1/4" MAX SHIM � 1/4' MAX_ SHIM #12 SMS (SEE NOTE 2) O.C. WR DETAIL - J DETAIL - C DETAIL - D WOODANCHOR. 1/4' MAX SHIM I _ (EXTERIOR) (SEE NOTE 1) DETAIL -F NOTES: TYPICAL FRAME HEAD INSTALLATIONS 1. FOR CONCRETE INSTAUATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPOONS EMBEDDED 1 3/8" MIN. OR SEE NOTE 1. { 114' SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4'. FOR WOOD I— I 1.5 KSI MIN. CMU INSTALLATIONS USE #12 SCREWS OR ELCO 1/4' SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. WOOD BUCKS DEPICTED r ; . •3�4 KSI RMIN. CONCAS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ' 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM 1.594 STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B, D AND F c1 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM SEE DETA9 J). CONCRETE O'C 1F THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN IN THIS NOA MAY B ANCHO;±' 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED, NON.SHRINK, NON METALLIC (SEE NOTE 1 GROUT (3360 PSI MIN. ON 1 3/4' MIN. E.D. )• (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH THE SILL THAT IS NOT TiG 1� uN$ pia TO THE 1x WOOD BUCK ' .' —� (2) SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER ORrVWilli MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING (SEE NOTES 2) (EXTERIOR) JURISDICTKNJ. , DETAIL - E TYPICAL FRAME JAMB INSTALLATIONS 3.4 KSI MIN. CONC. I— lx WOOD BUCK, (SEE NOTE 2) NOTE 1. CONC. ANCHOR (SEE NOTE 1) CONC. ANCHOR (SEE NOTE 1) 1 114' ME.D. WOOD ANCHOR (SEE NOTE 1)1 I MIN. E.D. (EXTERIOR) (EXTERIOR) DETAIL - G DETAIL - H 1/4" MAX 1.687 O.C. (SEE NOTE 6) 1 3/8' MIN. (EXTERIOR) 3/8'MIN. WOODANCHil) (SEE NOTE 2x WOOD 2x WOOD DETAIL-B (SEE NOTE 2) (SEE NOTE 21 1/4" MAX. 1.687 O.C. (SEE NOTE 4) " I I (EXTERIOR) "•^ +r + s ::!; - NOTE 1. (SILL) �1 3/4- MIN. E.D., CONCRETE ANCHOR TYP• (2) (SEE NOTE 1) 3.4 KSI MIN. CONC. (EXTERIOR) DETAIL -A DETAIL - I TYPICAL POCKET P-HOOK INSTALLATIONS rror nig anus NOxU F181?M P.Q QX 1S1B TYPICAL FRAME SILL INSTALLATIONS DETAILS � ' I so�7aao��6 � 18��f 76/ fYADUCP REVIan wvq" Iatwmft"sfw s.mlftNo 11-1�\Pe.11 Me 1( LYNN *' No. 68705 ' :?3 :a sT rE ( A LYiJNIkILl1'fi, PE RUN"$ 1.69 MIN.O.. ..,y �13) % 6 5 4 2 6 MIN. ANCHOR LOCATION. TYP. O.C. 5 �— - - 1 '� p 14 NOTES ON POTENTIAL ANCHOR LOCATIONS: 2 1. ANCHOR CLUSTER AND QUANTR Y INFORMATION FROM TABLE 4, SHEET 14, APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL A D1lC'T $ " AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN THE M CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER clok DIMENSIONS FOR ANCHORS ARE 1.69" AT HEAD AND SILL AND 1.59" FOR JAMBS.rn 2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK 2 SECTIONS 16 ARE ALSO APPLICABLE TO ALL MULTI TRACK JAMB EXTERIOR1`- - �� —• _ - -3 - __ - n : ft R 4 : 5T n 4 r+tODUC7 QP<v�crta n wc.,ae,.r,ha.F�erro� -1 5 ��3 6�—u--� Stoma= n r 11 St 4 P 4 I I 6 HEADZSILL EXTERIOR o HEAD/SILL INTERIOR ����ONY....NN P : �.ICENgF • .�'P Z No. 58705 } i 14RA TomN�recracoor FRAME, POTENTL4LANCHORLOCAT(ONSREMMIEWPAME S; . .<ortroP..• G� ALUM. SLIDING GLASS DOOR NON �' NIVA� 0,ol\ ut pw�roenssstvfr 2 0tl1 abr OB109IlDi J.L Wi0298SaD2M PA.dQx.+aso NOXOlfl3, fti4?p Vbibly Better Sol-Otafartt -IMPACT u� ,� � r )"I'll tiLYP.Lowo0 P.E. �4 �B M �8 767 M 13/8' MIN. 3.4 KSI MIN. CONC. CONCRETE ANCHOR 1314' MIN. E.D. 1•687 2x WOOD (SEE NOTE 1) TYP (2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE WOOD ANCHOR •+' ' 7-' APPLICABLE TO HEAD OR JAMBS :tie,-�.•' ' '�• � NOTE 1. (SEE NOTE 1) oi:: T, 1 3i8• 1.594 lx WOOD BUCK �j f 60 3-T MIN. O.C. (SEE NOTE 2) I M MIEN — �1 (EXTERIOR) 7_76063 TS 2x WOOD (EXTERIOR) 1.687 1/4 MAX. SHIM 1/4 MAX. SHIM #12 SMS (SEE NOTE 2) O.C. ETAIL - C DETAIL - D WOOD ANCHOR DETAIL - J D 1/4'MAX SHIMi��_(EXTERIOR) (SEE NOTE 1) DETAIL - F NOTES: TYPICAL FRAME HEAD INSTALLATIONS 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMMADE COUNTYAPPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8' MIN. OR SEE NOTE 1. il4' SS4 CRETE-FLEX EMBEDDED 1 3/4' MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4'. FOR WOOD I — 1.5 KSI MIN. CMU INSTALLATIONS USE #12 SCREWS OR ELCO 1/4' SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. 2 WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. WOOD BUCKS DEPICTED 3.4 KSI MIN. CONC.AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY + + AUTHORITY HAVING JURISOICTION. S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 606345 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM 1.STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B. D AND F CONCRETE O.C.r s l ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM (SEE DETAIL J `�" IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN IN THIS NOA MAY D ) ANCHOR .� 4, IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC pr (SEE NOTE 1) ,(+}^ GROUT (3360 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE S&L THAT IS NOT TIGHT Ill$ ,k� 1 314' MIN. E.D.) TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 3D# FELT PAPER OR �Qri�>pj� 1x WOOD BUCK RIO - —� ' 2 MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING (SEE NOTES 2) (EXTERIOR) JURISDICTION. Ci�t , DETAIL - E TYPICAL FRAME JAMB INSTALLATIONS NOTE 1. ---I CONC. (SEE 3.4 KSI MIN. CONC. r— 1x WOOD BUCK, (SEE NOTE 2) CONC. ANCHOR ;EE NOTE l WOOD ANCHOR , (SEE NOTE 1) l MIN. E.D. (EXTERIOR) (EXTERIOR) DETAIL - G DETAIL - H 1/4" MAX. (SEE NOTE 6) 1 3Ar MIN_ (EXTERIOR) 3/8, MIN. WOOD ANCHOR (SEE NOTE 1) 2x WOOD 2x WOOD DETAIL-B (SEE NOTE 2) (SEE NOTE 2) 1l4' MAX 1.687 O.C. E NOTE 4) � (SE (EXTERIOR) 4:z =�`:•' NOTE1. y • �• (SILL) 1 3/4' MIN. E.D., CONCRETE ANCHOR �47YP• (2) (SEE NOTE I) 3.4 KSI MIN. CONC. (EXTERIOR) DETAIL -A DETAIL - I TYPICAL POCKET P-HOOK INSTALLATIONS WKWIM a31T76 P.Q Hqq I68Y 110K�XW M84 11 SOD= I w I JB M 1Q 1 757 rKBuuc!r Mvism r "pmmt whh th FbrY► � oatcC rk Il- b% .11 ¢y1rMo. oeer 'S come N`( LYNN " ",e �1.•''L�cENSF••.�Fp'� * ' N.-58705 TE F +S�QNAL A. L('iOJR{IL'L'fif�, PE P.EA 8s708 JAMB INTERIOR 1.68 MIN.O.. % 6 5 4 3 2 117 L. 1.69 6 MIN. ANCHOR LOCATION, TYP. O.C. 5 . - - T 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: 2 1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14. APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK a� CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL ANDIOR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN 0. THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER DIMENSIONS FORANCHORS ARE 1.69" AT HEAD AND SILL AND 1.59° FOR JAMBS. N \ Z�','t�• b3 2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK FRAMES ON SHEET 16 ARE ALSO APPLICABLE To ALL I 2 �hK MULTI- u uJAMB EXTERIOR TRACK SECTIONS. 3 st R 9 . R 4 Ir n R i R R I A 5a 5 -- W— u 6 u rYODUCi YCVICCD �� s..hh,4s ■r�Sl,.c� �.1_.�..�.,ti1s oo t HEAD/SILL EXTERIOR HEAD/SILL INTERIO111, 7 •`\` �oN� L Ns � � tl �` Q��. CEN F •.�C,p i 1.69 IN'O. No.58705 F.IC �,O'•,• ST TE OF (V Raw l� FRAME, POTENTIAL ANCHOR LOCATIONS c�` m L REM06E1•7R4CKPRANE NQKCmf aim '%r;S�ONAL ��G,�\` -- ALUM. SLIDING GLASS DOOR NOMMPACT F . ABrAM AA o1A2UB ll01mN18ftt4lA1 {?sfbbBtttn 8Q92d00law 16 M 1B 76l M ALYt4N0mod,P.&