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li OFFICE Y: Fee Due: I Receipt# Permit # ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning SCANNED ® 2300 Virginia Avenue ® A Ft. Pierce, FL 34982-5652 BY 772-462-1553 St. J UClL County APPLICATION FOR ALUMINUM STRUCTURES PERMIT PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: c6 e. n. 2. PROJECT NAME: -rL c. Sa ,,nn4 s SITE PLAN NAME: 3. PROPERTY TAX ID #: I d/,o & • SD3 -be r e ^00 • Z 4. LEGAL DESCRIPTION (attach extra sheets if necessary): R ; v e tze i,% f e 44 T A, Sa. v►�i - _ dot f / tars. aee/ -io6s • a�G/-/!S � 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK NO. NO. NO. S _ 9. PARCEL SIZE: ACRES/� i d r.� LOT DIMENSIONS _ P .Z r / � 10. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE:(� I I _ TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) — TYPE OF CONSTRUCTION N=New A= Addition R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM. ❑ NEW ❑ EXISTING X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABrFABLE GLASS ROOM ❑ NEW ❑ EXISTING X _— �— SUNROOM Al ❑ NEW W EXISTING ZX y u I ❑ SHED ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION qy IL. VALUE OY CONSTRUCTION: $ -� Odd 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 PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 007 _02 Rev. 3/112009 OWNER INFORMATION NAME: ADDRESS:��_Cc�rc�c a.l flr CITY: Fda.+ STATE: F ( ZIP 31-1 c1 q PHONE (DAYTIME): (272-) 4l G S -69 Z EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: I CITY: STATE: _ ZIP PHONE (DAYTIME): ( ) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: R [6 ooa Sf it o (o ST. LUCIE COUNTY CERT #: BUSINESS NAME: &. s-A &a a sue' 4 16t i+ ,, n"m PI' odd 45 QUALIFIER'S NAME: ADDRESS: &DS S, G,B,kC,-k JQ CITY: r&e— 4 )0" r - e eA ' STATE: /= / ZIP .34/ � 8 a — PHONE (DAYTIME): (7)a) 1-/,6111- 26,0& FAX NO. /-/6y-7toa3 email: -- ARCHITECT/ENGINEER: .sc..r ADDRESS: CITY:.5-1 Pr-/+Crs%urA STATE: /— ZIP 337 /4'/ PHONE (DAYTIME): NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. X-2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) OFFICE USE ONLY SECTION 5 TOWNSHIP 54 ✓✓Additional RANGE 40 NIAP NO. '7L/Z� ZONING PwD LAND USE TM LOT CVG % Pen -its j� R uired REPORT CODE l BIMS FEE $ MISC FEES $ TOTAL FEES BUILDING & ZONING REVIEW REVIEW FRONT COUNTER ZONING SUPERVISOR PLANS EXAMINER VEGETATION VALUE OF CONSTRUCTION USING [CC TABLE DATE COMPLETE INITIALS PLAN RE77EW SPECIFICATION C1- UKLIST PLEASE PROVIDE ONE OF THE FOLLOWING: 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide To Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL. WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 8112" x I I" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4`h wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified_ • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapter 20, including 2006 revisions. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval f i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified.. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A.MOBILE HOME SHALL REQ❑2E: (a) A 4`t' wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. CERT?FICATION: This applicatiop is hereby made in order 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. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. 1 further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. 1, the Con tr /Owner Bui have verified that the existing foundation meets t r irements of t ngineer of Record and ' dequat n to withstand the uplift and weight of the aluminu s re and cture will not exceed th rint o e s e that was in existence prior to removal by the sto STATE OF FLORIDA COUNTY OF CT. Lucia The foregoing instrument was acknowledged before me me this 2,h^' day of )'E61ZaaRY , 2011 by--C-UAaLes OE1atme who is personally known ✓ to me, or who has produced as identification. '+`::"t,, DONALD M. HOLMAN Commission DD 704898 Expires September 20, 2011 Signature of Notary IMPORTANT NOTICES: STATE OF FLORIDA COUNTY OF - S7 L.IIC i E The foregoing instrument was acknowledged before me me this Z"'1 day of FE15 a lA A" 20_ _, by C1-IACL&S J Oe1.K.E(L who is personally known 'o me, or who has produced ,,►Y DONALD M. HOLMAN as identification.: ;._ .Commission DD 70489 /� Expires �' rwx September 20,2011 Za . 4p ar�ce Boa 701: Signature of Notary • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. AFTER RECORDING -RETURN TO: JOSEPH E. SMITH. CLI' )DF THE CIRCUIT COURT SAINT LUCIE COUNTY 'vice `dC PERMIT NUMBER: NOTICE OF COMMENCEMENT - -- - - - - — The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: I1-/0%. •So3 Cc,/ o -000-8" SUBDIV /SECTIONWoePo:'4e ,47Ae igd1 BLOCK TRACT LOT�BLDG UNIT_ SaL,24 Lai S (oaA?Ao/-ioGs; 9DG/•-/IS4 2. GENERAL DESCRIPTION OF IMPROVEMENT: en ease eXr 5><i n4 Se.¢ eer► Roeaa '✓/ Ltj ", aloft) 5 3. OWNER INFORMATION: a. Name��r�w rs 1� Pa l%.-Faen 7R Pearl L. 11"4ra n. b. Mailing Address 33 / (o 0 ar o& a 1 tin. 1:4 . P; e r P !e— F I , 3 5/9 1/ L/ c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: fa S P ad1�S� ��is wi i w w /no.f• -5- /P)a1-l4ef s9It, ,- _ /=1_A.-,- --1�-- 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. 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, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: 77.1 - C-11 NAME, ADDRESS AND PHONE NUMBER: was/�.�e s1 /�/� .., ��S S. /77 ci Rke� �u t / /�,"ece� /Z 36/sp �-- 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 20 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 I 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 er's 1�AMfs E )- 1'A,LA RdN P , nfName of Ge—r or Owner's Authorized Officer and Provide Signatory's Title/Office State of Florida County of I1r. Luci f The foregoing instrument was acknowledged before me this day of TA 14UA, tLX , 2011_. By 1fiAMEsPAUA-WON1 as OWN tZ (Printed name of person signing above) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) (Name of party on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: DR i vdiv'S L/cEAUT ) 1Y ei•, DONALD M. HOLMAN %/oNALo M_ LM�t1l'j A Commission DD 704898 (Printed Name of Notary Public) (Signature of Notary Public) Expires September 20, 2011 ' p °Q• BondadTh. TmyFain lnswance80M951701! Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to a est o my knowledge an belief (section 92.525, Florida Statutes). ,Signatare(s);of.0wner _ . r Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: ( By: By JAHE s L, RA�LA { RONI _ r _ (Signattre)' (Printed, -Name .. Rev, 8130/2 (Recording) m I3 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO ' LANCE REVIEW D BY DATE P AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 74X20P.W. 74X20P.W. 74X 3H.R. 74X 3H.R. oI D. 0 X X 0 F24 CMU KNEE WALL SP1 -10 71 X20P.W. r,71 20P.W. 71 X6 0 H.R. X 71 X 6 H.R. 0 24" CMU KNEE' WALL THESE vil ms HAVE BEEN REVIEWED 81� ACCORDANv � MN THE FLORIDA DRUM C0991 0 3i 113068 DOOR o 0 J X x NO 3: o LLI Ld X (.0X Z Y 0 U 2'-0" N CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD EXPOSURE 'C 140 MPH WIND ZONE PROJECT ADDRESS: SUNCOAST ARCHITECTURE & PALLATRONI RESIDENCE ENGINEERING 3316 CARACAL DRIVE 4711 34TH STREET NORTH SUITE G ST. PETERSBURG FL. 33714 FORT PIERCE, FLORIDA TEL: (727) 522-7207 FLORIDA LICENSES: AA26001769 & CA #28841 ©COPYRIGHT 'I PA(,, NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING �1 1 I 9 9 I (mod t x 1 sTo KCI BEAM 2 PER 51 De 4�- X���`�5.5. 4.;V-4 U P R1Gi C14AR14f4- corT, 2 Pm s»r- tw i 4- x ��.X e-3/Q..�` F.N113DMEMT Tod' cc lAs 2>" 0.C. 5.6 . -4k5 CvWr..A--PoulA0 Toe f- "TIED -C°o -4t--,5 UM4WTS -:t 5 $w'Ai- O"o , G - r'Pox 11.)To - FooTm COMICAF-rf- FIWAD C-Mv11S God SC,6 PROJECT ADDRESS: SUNCOAST ARCHITECTURE & ENGINEERING 4711 34TH STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: AA26=769 8 CA A26641 © COPYRIGHT 2010 PAGESP NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING PROJECT ADDRESS: SUNCOAST ARCHITECTURE & ENGINEERING 4111 34TH STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 TEL: (727) 522-7207 FAX: (727J 522-1471 FLORIDA LICENSES; AA26001769&CAU28841 © COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OFSUNCOASTARCHITECTURE ANO ENGINEERING PAGE U ao2 1 ,1 C ,_PY- E Suncoast Architecture & Engineering, LLC 4711 34th Street N. Suite c' St. Petersburg, FL 33714 Tel# 727-522-7207 Fax #727-522-1471j Applicable Code and Design Element Summary Sheet I February 2, 2011 St. Lucie County Planning and Development 2300 Virginia Avenue Fort Pierce, FL 34982 f Re: Project Name: Pallatroni Residence ; Project Address: 3316 Caracal Drive Fort Pierce FL 34949 I Project Scope: Screen Room Existing Lanai_ Contractor: East Coast Aluminum Products, Inc. To: Plan Review: Applicable Codes, Regulations, and Standards 1. The 2007 Florida Building Code with 2009 Supplements, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A and 1-B of the Aluminum Design Manual prepared li The Aluminum Association, Inc. Washington, D.C., 2005 Edition P P Y g ; ,• 3. ASCE 7-05. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: CategoEy 1. - 2. Basic Wind Speed, Table 1609 State of Florida Debris Region & Basic Wind Speed, Paragraph ! 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: 140 mph - Exposure Category, Paragraph 1609.4.3: C ^ 3. Building Category for Aluminum Structures, Paragraph 2002.6:,Building Category 1. Foundation Design Actual Maximum Beam Span N.A. Footing Size Existing 4" concrete slab: Upright Sizing Front Wall Member Size: 4 x 4 posts Side Wall Member Size: 4 x 4 post FL #AA26001769 FL CA #28841 1 Project Name: Pallatroni Residence Project Address: 3316 Caracal Drive Fort Pierce, FL 34949 Girt Sizing Front Wall Member Size: 3 x 2 Hollow Selected Side Wall Member Size: 3 x 2 Hollow Selected Eave Rail Sizing Front Wall Member Size: 3 x 2 Hollow Selected Side Wall Member Size: 3 x 2 Hollow Selected Roof Type 1. Roof Type: Monoslope Applicable Details Attached: 1. Upright Concrete Detail: SPl-10 2. Girt to Beam or Post Detail: U102 Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates — Large Aggregate 3/a" max — ASTM C 33 iii. Air entraining +/- l % - ASTM C 260 Specifications (Cont) 2. 3. iv. Water reducing agent — ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars — ASTM A615, grade 60 ii. Welded wire fabric — ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. Aluminum extrusions shall be 6005 T5 Alloy Fasteners are required to be SAE Grade 2 or better zinc plated. FL OAA26001769 FL CA .028841 2 '"ILE COPY Project Name: Pallatroni Residence Project Address: 3316 Caracal Drive Fort Pierce, FL 34949 4. All Self Mating Beam Sections are to be stitched with #14 screws 6"from ends and 24" center to center. 5. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4101.17 Residential Swimming Barrier requirements. Please notify us at your earliest convenience if you have any questions or need additional information. Sincerely, ToufK. Che f ng, FL Registration # FL OAA26001769 FL CA 028847 93618 3 --7: Suncoast Architecture & Engineering, LLC4711 34th Street N.,'Su'ite C St. Petersburg, FL 33714 Tel# 727-522-7207 Fax #727-522-1471 Dimensions of Aluminum Members it HOLLOW SECTIONS ' 2x2: 2"x2"x0.044" 2 x 3: 2" x 3" x 0.050"FILE 3 x 2: 3" x 2" x 0.045" '; y .." 2x4:2"x4"x0.050" i 2 x 5: 2" x 5" x 0.050" I = OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1x3: 1"x2"x0.045" 1.=, TILT SECTIONS 2 x 3 Tilt: 2" x 3" x 0.045" 2 x 4 Tilt: 2" x 4" x 0.045" SNAP SECTIONS 2x2Snap: 2"x2"x0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" r. SELF MATING (SMB) 2x4SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" - 2x6SN4B:'2"x6"x0.050"x0.120" 2 x 7 SMB:'2" x 7" x 0.057" x 0.120" 2x8SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2x 10SMB: 2"x 10"x0.092"x0:398 FL OAA26001769 FL CA #28847 GN-1 PGT Visibly Better.- 1070 Technology Drive Nokomis, FL 34275 May 20, 2008 Referenc C.F-6000 NOA 06-0601.02 ��- To Whom It May Concern: • Y�C. - i A � p4,�, t ,� Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 The above -referenced Miami -Dade County Notice of Acceptance meets the requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202 protocol). 3 -Sir ce4;ely Robert L. Clark,-P'E. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION y qqq)))> MIAMIIDADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIA 4 FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE -OF ACCEPTANCE (NOA) bauldiumcoaeo�alinecoa PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is d i-Dade County Product Control Division that this product or material - meet the requirements of the applieab e ' ding code. This produ s approved as described herein, and has been designed to ly with the Florida Building Code, includinfthe High Velocity Hurricane Zone_ DES ON: Series "F6000" Aluminum Fixed Window - APPRQ DOCUMENT: Fixed Window, Non-Impaet sheets 1 through 10 of 10, 4/00, with revision I dated 512/05. prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., wring the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance immber and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "MiamiDade 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. ADVERTLSEMENT: Tim NOA number preceded by the words il+tiarm--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 # 05-0725.11 and consists of this page 1 and evidence pages & I and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 06-060L02 a Expiration Date: September 13, 2011 Approval Date: AugaA 3, 2006 Page I I-� 9W `£ pnftV :ap([ pAolddV I IOZ `£I aa9uagaSQ JIM ON VON [7p�d 'T a d IaMMI (,tow[ -to # Vom n pawwQnS) 8•d `4mD •'I wgo-d Aq polwas pug pouSis `tp0/8/I papp `ogwnpui ZqdAq pandwd 5sis6pue pjnpn p pue 100£I8 WjLSV %-uoi;glroluJ jogoud 'Z (II �Zt© SQ # VON pa 4nS) ZO/S6-0o£Ig W.LSH qum sogdwoj 'g'd ` -mlo '-I wWX Aq palms pue paints `SO/SI/L pWpjamWvjnum Aq pajudajd `b00Z-38d ip!& S*lduioo `sisAleug I MMM pug suor.�IroiEC) jotloud •T SNOLLV'I1 qva 'a (ZO [I-60 # VON japun p-v!wgnS) 'g d `aego •j gdasoj Aq papas pue pau9p `00/LZ/60 paiuP `TfI00- U "oM uodag vaL "mq 'Ajmwoqwl gdq=jL uoM isaua3 Aq pondaid `&opu m paxg uxnummfe 3o umiftip uoilwllwlsui pue sSu!mvjp dn-pa3119m qum Suolw 6610Z SVZ `J83 jad Suipeo-I `Isay aj d Ad oq qS uijodiun (I ua suodaj wo.L ' (ZQ YIIIIw # YOAt n p qnV) '8'd ` 3 'j gdosoj Lg palws puv pau9!s `£0/t/8 POPP `601£0- IJA 'oM lzodag IsaZ `oul `djoawiogeq Sunsay uouRAsoua3 Aq pondoid `n OMA& paxg uinuiumlg do U-NJ&ip uogwllwasai We sfataswjp do-po4mu qum Suop b6-Z0Z SK.L `ag3 jad SuWo'I `3sa,L oxmojd W ognS uuojafl (I uo suodaJ asas •£ (CO f79IIW # TFOAI A9PUff Pa q►W 8'd ` indsoaRm l opunmpg Aq palms pug pauSis `N/LZ/60 POPP-`6€£ti-'M 'OAS voca2i Va,L `.oul `kwjogw'I *qla,L uorv.Asaua3 Xq pa.Mdaid `enopui A paxg umuimnlg jo umAeip uo4,eW sui pug sftmm* do-pa3[im pm Suop t�6-ZOZ S�.L `�83 say aauwy%jl jwtA (£ b6-Z0Z SVZ `a83 jad Sutpeo-I °vas ajnssajd jro on%S uuojw (z t,6-ZOZ SVI `D83 jad `wo.L uonvigUiI jV (I uo nwdaj Val, Z (ZO "If -PO # VOAI JwPun PaW. MPS) '3'd ` v&ngml opunutpg Aq palms pue paugs `t O/LZ/60 POPP `0p£ti-'LL`d 'ON ajodog say `•oul `6jojwlogvj Sugsas uo4w poua3 Aq pajwdajd `moputm paxg tunutwnp jo wwRM uoiaenMui puw sguim ip dn-pagjeca qum Suole 176-ZOZ SVd. `z)S3.od ` of aoumisag npA& (£ 1V6-Z0Z SHi. `a8d .od Sugmo'I `jL amsmd uV oMS uuo3mn (Z tr6-ZOZ SKZ `D83 jad Isa,L uorlw.glgul jV (I uo suodaj Isar ^T S.LS�L 'g '8'd `Sljgla ''I ajago�I �q lolwas pus pauSrs `SO/Z/S papp I uoiscnac gt. 00/tZ/Oi papp `mjmnjnawut fq palwdajd `.,Pudml -uoN `n&opuiA& p03c3 umu!tunIV„ pop`0I jo 0I qSnojq I sWgS `OSS oN Snibw U 'Z 'suoRM pug sSu!MVV alp spimi gnueW •T S9NIMV8Q 'V GALU AISQ 20NH ::Kaxv A2D V 30 �LLON -auI 1,15LgsnpuI y0d PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM['t D D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of no financial interest, dated May 30, 2006 signed and sealed by Robert L. Clark, P.E. 2. Statement letter of Code Compliance issued by'PGT Industries on May 30, 2006 signed and sear by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05-0725.11, issued to PGT Industries, Series "F6000" Aluminum Fixed Window, approved on 09/22/05 and expiring on 09/13/06. Manuel P , E. Product Cowl a er NOA No 0 601.02 Eg&ation Date: SgAember 13, 2011 Approval Date: Amy 3, 2006 E-2 HEXAGON 60 " BETWEEN FLATS Maximum Area 21.65 sq. FAN 120" x 55" Maximum Area 35.20 sq. ft. ft. FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. NOTES: NON —IMPACT WINDOWS (TEMPERED GLASS SHTS. 'I & 2) 1.) GLAZING OPTIONS: 3116" TEMPERED OR I.G. GLASS (3/16"T, AIR SPACE, 3116"T). SEE GLAZING DETAILS SHEET 8. 2.) CFIGURATIONS.• GLASS MAY BE SUBSTITUTED FOR 3116" TEMPERED] 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 9 OF 10. 4.) SEE SHEET 9 OF 10 FOR ANCHORAGE SPACING AND SHEETS 5 & 6 OF 10 FOR ANCHORAGE DETAILS. INDUSTRIES 5.) MlAMI—DARE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MlAMI—DADS/0/ //�� COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED SECTION DETAILS SEE SHEET 5 AIL C SHT. on ARCH. 60 X 120 RFNF. W.D Maximum Area 47.32 sq. ft. i: n`de yscr.:�.1•scaaNG_,_p( f.p2 � - fP+v�nc,Cmsroi QI q Raved Be; Dote: RevW ns: F.K. 5/2/05 1—NO CHANGE THIS SHEET Rend W,, Dete: Revi.1- : F.K. 1/17/05 H—NO CHANGE THIS SHEET Rend Sr. Dote: Rauialana: F.K. 12106104 G—ADD FTL-4340 TO NOTE 7 Rend Dy: Date: Revisions: ions. 10/14/04 F—ADD LG. GLASS OP77ON & UPDATE NOTES J.J. 1 10124100 DeseriPlian: ELEVATIONS, 3/ 16 "T & TEMPERED I.G. GLASS 6.) SEE DETAILS C, D & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. 5� �' 6� ALUMINUM FIXED WINDOW, NON —IMPACT Z) REFERENCE TEST REPORTS: FTL-2818, 2819, 2820, 3853, 4339 & 4340. t . Clark, P.E. Series/Mode: Scale: Sheet: Dnaeing No. Rev PE o39114 WO TECHNOLOGY DRIVE P.O. BOX 1529 8.) F-6000 MAY ALSO BE REFERRED TO AS F6000, PW6000 OR AR6000. 9tn,darai NOKOMIS, FL J4275 NoKo1d15, FL J4274 F-6000 NTS 1 a�10 550 I QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. S3° � � Fs ll L. Clark P.E. PE N39712 SWctml EYEBRO IN 120" x 60" Maximum Ac a 49.90 sq. ft. 60" x 120" I —NO ELEVATIONS. 3/16 "T & 1070 TECHNOLOGY ORNE P.O. SOK 1529 NOKOMIS, FL J4275 NOKOMIS, FL 34274 F-6000 — s M:s+nS;i;au �v!i's ifcc Ffo�9du a:u€ap .6 Ayy Ay Him b Nnduct ft. Div a CHANGE THIS SHEET 17 CHANGE THIS SHEET is: 4RECT EYEBROW DIMENSIONS is: MOVE REDUNDANT NOTATIONS TEM RED 1. G. GLASS C W, NONNo IMPACT R�V 2 ,a17 0 550 1 HEXAGON 48" BETWEEN FLATS Maximum Area 13.86 sq. FAN 74" x 36" Maximum Area 14.42 sq. ft. ft. FULL CIRCLE 048" Maximum Area 12.57 sq. ft. ELLIPTICAL 74" x 36" Maximum Area 14.53 sq. ft. 11 ARCH. 37" x 74 " Maximum Area 17.99 sq. ft. I —NO NOTES: NON —IMPACT WINDOWS (ANNEALED GLASS SHTS. 3 & 4) 1.) GLAZING OPTIONS: 3116" ANNEALED OR I.G. GLASS (3/16 A, AIR SPACE, 3116 A). SEE GLAZING DETAILS SHEET 8. [1/4" ANNEALED GLASS MAY BE SUBSTITUTED FOR 3/16" ANNEALED] 2.) CONFIGURATIONS. 0 Drown By: 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT 10 OF 10. J.J. 4.) SEE SHEET 10 OF 10 FOR ANCHORAGE SPACING AND SHEETS 5 & 6 !�� Deecrlpt an: 'TION DETAILS EE SHEET 5 TAIL C SHT. 8 PROM -:'F.F.NMIF.o a�mmnfyir+'r,iS i`e t�,nAda ffsu °.3�'tx !1 er e THIS SHEET TEST REPORT HIS SHT OF 10 FOR ANCHORAGE DETAILS. ® INDUSTRIES ELEVATIONS, 3 16'A & ANNEALED I.G. GLASS 5.) MIAMI-LADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE /// title: COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. Y / 6.) SEE DETAILS C, D & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY.�%'� ALUMINUM FIXED WINDOW, NON —IMPACT 7.} REFERENCE TEST REPORTS: FTL-2748, 2756, 2758, 3553 & 4340. Ro L. darK P.F. Sonar/Model: Sale: Sheol: OrowI g No. Rev: 1070 TECHNOLOGY OWE P.O. BOX 1529 8.) F-6000 MAY ALSO BE REFERRED TO AS F600O, PW6000 OR AR6000. sw l,'ej NOKOMIS, FL 34275 NOKOMIS, FL 34274 F-6000 NTS 3 0110 550 I QUARTER CIRCLE 58" x 58" Maximum Area 18.35 sq. ft. HALF CIRCLE 74" x 37" Maximum Area 14.93 sq. ft. TRAPEZOID 37" x 74" Maximum Area 14.26 sq. ft. OCTAGON 48 " x 48 " Maximum Area 73.26 sq. ft. EYEBROW 74" x 37" Maximum Area 18.90 sq. ft. RECTANGLE 74" x 37" Maximum Area 19.01 sq. ft, Ran. d By: Data: I Revisions: THIS THIS PRODUCE' RENEWED us cna�pY7ing wBh Ybe F7arka Bu13w� Loos facemp'�cseNa 02 Eap17e11:tm fsate 1 / Pn�dclnEca�ro FK. 1101141041 F—REMOVE REDUNDANT NOTATIONS L yr wn ey: J J vote:10124100 INDUSTRIES ELEVATIONS, 3 16';4 & ANNEALED I.G. GLAS; 3� rue: ALUMINUM FIXED WINDOW, NON —IMPACT Robert L. Clark, P.E. Sertas/Model. Sc.le: Sheet: Drawing No. Rew PE939712 1070 TECHNOLOGY ORNE A.O. BOX $529 54udural NOKOMIS, FL 34275 NOKOMIS, FL 34274 F-6000 NTS 4 on 0 550 I HEIGHT SEE 1 AI" SECTION B—B TYPICAL INSTALLATION 11VTO CONCRETE (1 x WOOD BUCK SHOWN) Inlr>-alna NOTES: 1. MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCHITECTUAL SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES AND GLASS OPTIONS SHOWN ON SHEETS 1 THROUGH 4 OF 10. 2. REFERENCE TEST REPORTS. FTL-2818, FTL-2619, FTL-2820, FTL-2748, FTL-2756, FTL-2758, FTL-3853, FTL-4339 & FTL-4340. J. FOR CONCRETE APPLICATIONS IN MIAMI-DADE USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" TAPCONS (HEX HEAD SHOWN, ALTERNATELY MAY USE THE 1/4" TAPCON W/ #12 FLAT HEAD, C'SINK, REQUIRED). 4. FOR WOOD APPLICATIONS 1/4" SS4 CRETE-FLEX OR 1/4" TAPCONS ARE APPROVED FOR USE Q IN PLACE OF 1112 SCREWS. 5, WOOD BUCKS DEPICTED IN THE SECTIONS ON THESE PAGES AS 1x ARE BUCKS WHOSE TOTAL 1 12 ATHICKNESS IS LESS THAN 1 1/2" 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2- THICK OR GREATER. INSTALLATION To njE SUBSTRATE OF WOOn BUCKS TO BE ENGINEERED BY OTHERS OR AS Y AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AN QA MINIMUM OF 1/9" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO I.G. GLASS PROVIDE FULL SUPPORT TO THE WINDOW SIMILAR TO THAT SHOWN IN THE DETAILS ON 5� FRODUC"F REMSi7ER as ua•pl inq with the Morlde SHEETS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 12 SHEET METAL SCRE I N FyNC ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET Rated t:: THE PRESSURES AND ANCHOR SPACING SHOWN ON S f-UPDATE ANCHORAGE NOTES 4, 5 & 6 SEE NOTES 5 Q 1 S MAY B Revsd By: 0°te: ReHs7°ns: 7. SEE ALTERNATE ANC 6 OF 10. F.K. i/17/05 H-NO CHANCE THIS SHEET B. SEE SHEETS 9 AND 10 FOR APPROPRIATE ANCHOR SPACING. Revsd ey: fkte: RevletO F.K. 12/06/04 G—NO CHG THIS SHT ;F .s•• Rered Ry: Dob: Rovisi°ns: F.K. 10/14/04 F—ADD (.G. OPTION AND UPDATE NOTES �� • Dr°wn 9y. Dote: J.J. 10/24/00 Description: SECTIONS W ANCHORS OUTSIDE BEAD N A -A INDUSTRIES Wile: S' ALUMINUM FIXED WINDOW, NON -IMPACT E Ox WOOD BUCK SHOWN R rtL. Ml k, P.E. Series/Abdo): Socle: Sheet: om.ing No. PE N39752 ID70 TECHNOLOGY DRIVE P.a 60X 1529 NTS 5 °11 D 550 SVuUwo) NOKOMIS, FL J4275 NOKOMIS, FL J4274 F-6000 rl 1 EXTERIOR ALL CONCRETE TAPCON THROUGH BEAD AX. HIM 2x WOOD BUCK SCREW OUTSIDE BEAD "4" AX. -UM 2x WOOD BUCK SCREW UNDER BEAD 14„ U. NIM CONCRETE. Ix WOOD TAPCON UNDER BEAD 2x WOOD BUCK SCREW THROUGH BEAD '14- VAX. SHIM 4RODUM RF.NSWA US comolyiag with the Fl°ride NO 1. NOTES 3 THROUGH 7 ON SHEET 5 OF 10 APPLY TO APPLICABLE mmdnr�ee ALTERNATE INSTALLATION METHODS. ALTERNATE INSTALLATION METHODS E uipiDa I ��1 / APPLY TO ALL GLASS OPTIONS AND ARCHITECTUAL SHAPES. 1NAX 2. ALTERNATE INSTALLATION METHODS APPLY TO HEAD, SILL AND JAMBS. h SHIM J. SEE SHEETS 9 AND 10 FOR APPROPRIATE ANCHOR SPACING. u Revisions: >" F.K. 1121061041 G—NO CHG THIS SHT ..If By: MM. Revlslcns: F.K. 10/14/04 F—REDRAW ALTERNATE ANCHORAGE J.J. 10124/00 Descripli°n: INDUSTRIES ALTERNATE ANCHORAGE DETAILS rue: §71 ALUMINUM FIXED WINDOW, NON -IMPACT RoL Clark P.E. Ser7es/Motlel: Se°!e: sheet: Growing No. Rev: PER39712 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Structural NOKOMIS, FL J4275 NOKOMIS, FL 34274 F-6000 NTS 6 0110 550 1 .050 . 250 RSL�JZS � �'--1.855--►� 10 6063-T4 FRAME CONNECTOR --1 . 735 ri �-- i .500 .055I--w- O2 6063-TS GLAZING BEAD 7.344 .062 �--2.000 O 6063-TS FRAME MKA PART # DESCRIPTION VENDOR VENDOR # 1 66389 FRAME HEAD, SILL & JAMB ALUMAX OR = AF-8342 2 61168 U-CHANNEL GLAZING BEAD ALUMAX OR = AF-1 168 3 7834 18 x 314 PM PH. SUS SPENCER OR = 4 SILICON BACK BEDDING DOW CORNING #899, #995 OR #983 5 61308K CLOSED CELL FOAM TAPE TAPE SPECIALISTS OF FL OR = 6 6SM55W SEAM SEALER ISCHNEEIA40REHEAD OR = SM5504 7 3/16" ANNEALED GLASS, PGT OR EQUAL 8 3116" TEMPERED GLASS, PGT OR EQUAL 9 7PWSW #6 x 718 FL. PH. TEK SPENCER OR = ID 513 ARCHITECTURAL FRAME CONNECTOR 6063-T4 ALUM. 6513M 11 ANNEALED I.G GLASS (3/16% AIR SPACE 3/16"A) 12 TEMPERED I.G. GLASS (3/167,, AIR SPACE, 3/167) PE MOM swama� VISIBLE LIGHT CALCULATION WINDOW WIDTH "TIP TO TIP" - 2.688" WINDOW HEIGHT 71P TO TIP" - 2.688" CHO THIS SHY w, CHO THIS SHT FitpI ic7I:LrIMEP a rerapYjins uith the Florida lioldinRCode p utlaui�ete 021) I�aml t Pt ar! 'M u F.K. rU/14/04 i--UPOATE NOS. 1, 4, 7 & 10 AND ADD ?EATS 11 & TDr4*n eY., J.J. Date:10124100 Oescnpticn: INDUSTRIES EXTRUSION PROFILES & PARTS LIST Mo.- ALUMINUM FIXED WINDOW, NON -IMPACT 1070 TECHNOLOGY DR4 P.O,. BOX 1529 Senes/NodeF. Scale: Sheet: Droning hb. Rev: NOKOWS, FL 34275 NOKOMIS, FL 34274 F-6000 tY t S 7 -110 1 550 j �4 C C r _1 3/4" N 3/16" ANNEALED GLASS TYP. (2) AIR SPACE ill I GLASS 3/8„ u U SILICON GLAZING DETAIL 314" I.G. GLASS 3/16" ANNEALED OR TEMPERED GLASS 7 8 i GLASS 3/81, - - u � _/ SILICON GLAZING DETAIL MONOLITHIC GLASS SEA, REFERENCE TEST REPORTS: FTL-2818, 2819, 2820, 2748, 2756, 2758, 3853, 4339 & 4340. 3/16" TEMPERED AIR SPACE GLASS TYP. (2) S SEALER I N GLAZING DETAIL I " 1. G. GLASS III I�i� 6 LD SEAM SEALER DETAIL D KEYED CORNER ASSEMBLY 1 \ 3 p(iOmplyra "fth M1BD as caag77lr.>; with the S1ovYin Du{dm,yCo�e Atexg4aas Ho DETAIL C 90" SCREWED CORNER ASSEMBLYJa eda�ltca� Revsd 6y: Dote: Revisions• DETAIL E WELDED CORNER ASSEMBLY F.K.Revsd 5/2 05 I —NO CHANGE THIS SHEET W. F.K. Dote: 1 17/05 Revisions: H—NO CHANGE THIS SHEET Raved By. F.X. Data: 12106104 Revisions: G—NO CHG THIS SHT S✓�u a6 Robert L. Caenc P.E. PE 4397t2 Structural mmm INDUSTRIES Raved Sy: F.K. Dale: IfO114104 Revisions: F—UPDATE MONOLITHIC & ADD I.G. GLAZING DETAILS Omwn 6y: J.J. Dute:J0124100 Description: GLAZING & CORNER DETAILS TRIa: ALUMINUM FIXED WINDOW, NON -IMPACT 1070 TECHNOLOGY ORNE P.O. BOX 7529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Sades/Medel: F-6000 Scale: NTS18 Shoot a110 Drawing Na 1 550 Rev. 0 NOTE 1. NEGATIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS AND GLASS TABLES ASTM E 1300-98. 2. POSITIVE DESIGN LOADS BASED ON WATER PRESSURE AND GLASS TABLES ASTM E 1300-98. J. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4. ANCHORAGE. A. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. B. P2 SCREWS - WINDOW. LONG DIMENSION: TO DESIGN PRESSURE OF 16.6 PSF - 26 1/4" MAX. FROM CORNERS AND 22 1/2" MAX. OVER 16.6 AND TO 25.0 PSF - 22 1/2" MAX. FROM CORNERS AND 15" MAX. O.C. OVER 25.0 AND TO 40.0 PSF - 19" MAX. FROM CORNERS AND 9 3/8" MAX. O.C. OVER 40.0 TO FULL DP - 16 1/4" MAX. FROM CORNERS AND 6 3/8" MAX. O.C. C. 1912 SCREWS - WINDOW SHORT DIMENSION: TO DESIGN PRESSURE OF 76.6 PSF - 15" MAX. FROM CORNERS AND 30" MAX. O.C. OVER 16.6 AND TO 25.0 PSF - 75" MAX. FROM CORNERS AND 15" MAX. O.C. OVER 25.0 AND TO 40.0 PSF - 15" MAX. FROM CORNERS AND 10 3/4" MAX. O.C. OVER 40.0 TO FULL DP - 15" MAX. FROM CORNERS AND 6 3/4" MAX. O.C. D. 114" TAPCONS - WINDOW. LONG DIMENSION: TO DESIGN PRESSURE OF 24.3 PSF - 26 1/4- MAX. FROM CORNERS AND 22 1/2" MAX. OVER 24.3 AND TO 36.5 PSF - 22 1/2" MAX. FROM CORNERS AND 15" MAX. O.C. OVER 36.5 TO FULL OP - 19" MAX. FROM CORNERS AND 9 3/8" MAX. O.C. E. 1/4" TAPCONS - WINDOW SHORT DIMENSION TO DESIGN PRESSURE OF 24.3 PSF - 15" MAX. FROM CORNERS AND 30" MAX. D.C. OVER 24.3 AND TO 36.5 PSF - 15" MAX. FROM CORNERS AND 15" MAX. D.C. OVER 36.5 TO FULL DP - 15" MAX. FROM CORNERS AND 10 3/4" MAX. O.C. O.C. O, C. Table 1. COMPARATIVE ANALYSIS Q.GLASS: 3/16" TEMPERED TEMPERED I.G.(3/16"T, SPACE ,3116"T) ff FTL- 18, FTL-2819, FTL-2820, FTL-3853 & FTL-4339 WINDOW WIDTH WINDOW HEIGHT 39.000 61.000 60.000 19.126 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -136.0 24.000 +100.0 A35.0 +100.0 A35.0 +100.0 -135.0 +100.0 -135.0 26.500 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -13 . 100.0 -135.0 +100.0 -135.0 +100.0 -136.0 48.000 1 70 -135.0 0.0 -135.0 +90.6 -90.6 +90.6 -90.6 0v +100.0 -135.0 +80.3 -80.3 +58.0 -58.0 .0 -135.0 +78.9 -78.9 +77.2 -77.2 +58.0 -58.0 00 +100.0 -122.9 +69.6 -69.6 +63.0 -63.0 +58.0 -58.0 120.000 +100.0 -112.6 +65.5 -65.5 +55.8 -55.8 +57.3 -57.3 �v eG oberl L. Clark P.E. PE r139712 6oucturm Rza"I"ol INDUSTRIES H-NO CHG THIS CHG THIS SHT PFtQDUCTBENSWED as comoyimr «II614c Florida 0ablingcGeo _ Arcepta=No /•Oz G plr.Niwt YDuW ]i Br 6fiem7 'PcaSuetC Uhl ADD LG. GLASS OPTION ___.._ J.J. 1 10124100 1 )ewription: DESIGN PRESSURES, 3116 "T & TEMPERED I. G. GLASS ALUMINUM FIXED WINDOW, NON -IMPACT Series/Model: Scale: anaet: Dr"Wing No. Rev: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 F--6000 NTS 9 0110 550 j Table 2. COMPARATIVE ANALYSIS GLASS: 3/16" ANNEALED TEST REPORTS: FTL-2748, FTL-2756, FTL-2758, FTL-3853 AND FTL-4340 WINDOW WIDTH WINDOW HEIGHT 26.000 37.000 19.125 +100.0 -120.0 +100.0 -115.1 24.000 +95.1 -95.1 +85.7 -85.7 26.500 +81.0 -81.0 +77.4 -77.4 37.000 +78.6 -78.6 +40.0 -40.0 48.000 +59.2 -59.2 +40.0 -40.0 63.126 +53.6 -53.6 +40.0 -40.0 60.00 r=+48.4 -48.4 +37.0 -37.0 74.000. +42.2 -42.2 1 +28.9 -28.9 Table 3. COMPARATIVE ANALYSIS GLASS:.- NEALED I.G.(3/16"A, AIR SPACE, 3/16"A) TEST REPORTS: FTL-2748, FTL-2756, FTL-2758, FTL-3853 AND PTL-4340 WINDOW WIDTH WINDOW HEIGHT 26.000 37.000 19.125 +100.0 -150.0 +100.0 -150.0 24.000 +100.0 -150.0 +100.0 -150.0 26.500 +100.0 -150.0 +100.0 -139.4 37.000 +100.0 -141.6 +82.5 -82.5 48.000 +100.0 -106.5 +82.5 -82.5 53.125 +96.4 -96.4 +75.8 -75.8 60.000 +86.0 -86.0 +66.6 -66.6 74.000 +66.2 -66.2 +61.2 -51.2 NO NOTES: 0 1. NEGATIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS AND GLASS TABLES ASTM E 1300-96. 2. POSITIVE DESIGN LOADS BASED ON WATER PRESSURE AND GLASS TABLES ASTM E 1300-98. 3. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4. ANCHORAGE: A. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF T141S PRODUCT. B. IP 12 SCREWS - WINDOW LONG DIMENSION TO DESIGN PRESSURE OF 21.9 PSF - 23" MAX. FROM CORNERS AND 30" MAX. O.C. OVER 21.9 TO FULL DESIGN PRESSURE - 15 3116" MAX. FROM CORNERS AND 11 13/16" MAX. FROM CORNERS. C. J12 SCREWS - WINDOW SHORT DIMENSION• TO DESIGN PRESSURE OF 21.9 PSF - 18 112" MAX. FROM CORNERS. (1) ANCHOR REQUIRED ON WINDOW CENTERLINE, OVER 21.9 TO FULL DESIGN PRESSURE - 15" MAX. FROM CORNERS AND 10 314" MAX. O.C. D. 114_TAPCONS - WINDOW. LONG DLIylENSION: TO DESIGN PRESSURE OF.32.0 PSF - 23' MAX. FROM CORNERS AND 30" MAX. O.C. OVER 32,0 TO FULL DESIGN. PRESSURE - 15 3116" MAX. FROM CORNERS AND 11 13116" MAX. FROM CORNERS. C. I/4" TAPCOPIS - WINDOW SHORT DIMENSION: TO DESIGN PRESSURE OF 32.0 PSF - 18 1/2- MAX. FROM CORNERS. (1) ANCHOR REQUIRED ON WINDOW CENTERLINE. OVER 32.0 TO FULL DESIGN PRESSURE - 15" MAX. FROM CORNERS AND 10 3/4" MAX. O.C. PROWICF REME'WED " complying y'llb theFlatldll Ruidlag Crnta A,cc_prvixPla •OQ E p!retlsal3ato 011 >n Ae�ama PrloclmcBLb r»v1 • " H-NO F,K. 4104 F-UPDATE NOTES, ANCHORAGE & ADD I.C. CLASS OPilOA 5abepraJ71structuralNOKOMI Drawn er- J.J. "10/24100 INDUSTRIES DESIGN PRESSURES, 3 16A & ANNEALED I.G. GLASS 1ma;ALUMINUM FIXED WINDOW, NON -IMPACT nL.CIakP.E f070 TECHNOLOGY DRIVE P.O. BOX i529 Sedes/Model: Scale: SheetGrowing No. S, FL 34275 NOKOMIS, FL 34274 F-6000 NTS 10 aft 550 j P �m Visibly Better- 1070 Technology Drive Nokomis, FL 34275 October 30, 2008 Reference: FD-101 NI NOA 07-0309.09 Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 To Whom It May Concern: The above -referenced Miami -Dade County Notice of Acceptance meets the requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202 protocol). Sincerely, Robert L. Clark, P.E. P.E. #39712 PGT Code Compliance MIAM�DADE FILE C couriYiMIAMI-DADE COUNTY, FLORIDA •BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLOWDA 33130-1563 (305) 375 2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHT). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the ap licab igsed This product is approved as descri n, and has been designed to comply with the or wilding Code, including the High Veloci cane Zone. "FD-101" Outswing Aluminum French Door w/ Sidelites — APPROVAL DO ENT: Drawing No.1 , ' - ct Fr or(s) & Sidelite(s)", sheets lthrough 11 of 1 y manufacturer, dated 02/28/07 and last revised on July 11, 2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitation: 1. Full length reinforcements are required for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from table 1 or table 2 shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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. TERNIINATION 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 consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07-0309.09 o Expiration Date: August 02, 2012 Approval Date: August 02, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005-2, titled "Outswing Non -Impact French door(s) & Sidelite(s)", sheets Ithrough 11 of 11, prepared by manufacturer, dated 02/28/07 and last revised on July 11, 2007, signed and sealed by Robert L. Clark, P.B. B. TESTS 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 out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL-4969, dated September 09, 2006, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 03-02-07 and last revised on 06/08/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS-1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03-02-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 17, 2007 approved by BCCO. haq I. Chanda, P.E. Product Control Examiner NOA No. 07-0309.09 Expiration Date: August 02, 2012 Approval Date: August 02, 2007 E-1 NOTES: OUTSWING NON -IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3116" TEMPERED GLASS B. 5/8" I.G. GLASS CONSISTING OF (2) LITES OF 3/16" TEMPERED GLASS WITH AN AIR SPACE BETWEEN. 30 2. DESIGN PRESSURES: (TABLES 1 AND 2, SHEET 1 AND TABLES 1A AND 2A, SHEET 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. ®EXTERIOR B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X, O XX, XO, OX. XXO, OXX, OXO, AND OXXO, 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT74 OR 75. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAMI-DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI-DADE COUNTY. 6. SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-4964, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION, ADM-2006ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1 AND 2. ONLY REFER TO TABLES 1A AND 2A, SHEET 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 10. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC CURRENT EDITION NARROWER DOO 93 3/16" TEMPERED GLASS -►-I �-- EXTERIOR INTERIOR U94 1/2" NOM. r NOA DRAWING MAP 3/16" GLAZING OPTION A MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. RS A EXTERIOR TABLE 1. DESIGN PRESSURES: OUTS WING DOORS (SEE NOTE 9A AND 9B ABOVE FOR OX,XO,XXO,OXX,OXO & OXXO) z c�i DOOR WIDTH DOOR HEIGHT 6s - 79 31 " - 83 3/4" $7 3/4" 91 314" 8° - 95 314" X 20 26112" +75.0 -112.1 +75.0 -105.8 +75.0 -100.2 +75.0 -95.2 +75.0 .90.7 X 271/2" +75.0 -105.0 +75.0 -99.0 +75.0 -93.7 +75.0 -89.0 +75.0 -84.7 X 29112" +75.0 -98.9 +75.0 793.2 +75.0 -88.2 +75.0 -83.7 +75.0 -79.6 X Y 311&- +75. -93.7 +75.0 -88.3 +75.0 -83.4 +75.0 -79,1 +75.0 -75.2 X e 2 +75.0 - +75.0 -82.3 +75.0 -79.3 +75.0 -75.1 +71.3 -71.3 351/2" .72. -72.9 72.9 -72.9 +72.9 -72.9 +71.6 -71.6+68.0 -68.08 X t 371/2" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 XX 4° 47 3/4" +75.0 -112.1 +75.0 -105.8 +75.0 -100.2 +75.0 -95.2 +75.0 -90.7 XX 51 3/4" +75.0 -105.0 +75.0 -99.0 +75.0 -93.7 +75.0 -89.0 +76.0 -64.7 XX 55 3/4" +75.0 -98.9 +75.0 -93.2 +76.0 -68.2 +75.0 -83.7 +75.0 -79.6 XX 3° 59 3/4" +75.0 -93.7 +75.0 -88.3 +75.0 -83A +75.0 -79.1 +75.0 -75.2 XX a 63 314" +75.0 -82.3 +75.0 -82.3 +75.0 -79.3 +75.0 -75.1 +71.3 -71.3 XX 67 3/4" +72.9 -72.9 +72.9 -72.9 +72.9 -72.9 +71.6 -71.6 +68.0 -68.0 XXI 6° 71 3/4" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 Approved as complying with the Florida Bu;dingCudc (- L 76 6-;; NOp1lea7-e309-OG1 Miami Dade Product Control nivkln nag �1 14A 3/16" TEMPERED GLASS AIR SPACE 3/16" TEMPERED GLASS 5/8" NOM.- 5/8" I.G. GLAZING OPTION TABLE 2. DESIGN PRESSURES: SIDE LITE (SEE NOTE 9A & 9B ABOVE SIDE LITE SIDE LITE HEIGHT WIDTH 66- 79 3/4" 70- 83 3/4" 87 31V' 1 91 314" 80 - 95 3/4" 10 3/4" +75.0 -150.0 +75.0 -150.0 +760 -150.0 +75.0 -150.0 +75.0 i-150.0 12 3W' +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 19" +75.0 -138.5 +76.0 -131.0 +75.0 -124.3 +75.0 -118.3 +75.0 -112.E 21391 +75.0 -123.4 +75.0 -116.6 +75.0 -110.5 +75.0 -105.1 +75.0 -100.1 27 314" +75.0 -101.1 +75.0 -96.3 +75.0 -90.2 +75.0 -85.5 +75.0 -81.3 36118" +67.3 -67.3 +67.3 -67.3 +67.3 -67.3 +67.3 -67.3 +65.9 -65.9 36 3'4 +65.0 -65.0 +65.0 -55.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 707ECHMOL0OYDRIYE NOTES, DESIGN PRESSURES & GLAZING DETAILS AMOMIS. a 34276 7e.: PO. sox IM9f_r_1C;xjALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT NOKOMIS, FL SW4 Visibly Bever amtmsw� awe a e,c a.ra,a Awe FD101 1X 1 a 11 110052 B TOPIC SHEET GENERAL NOTES ............ 1 CONFIGURATIONS........... 1,2 GLAZING DETAILS ........... 1 DESIGN PRESSURES...... 1 ALT. DESIGN PRESSURES. 2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS........... 5 PARTS LIST ...................... 6 EXTRUSIONS ................... 6,7 ANCHORAGE .................... 8-11 f?bertClark, P.E. PE o39712 Structural TABLE 1A. DESIGN PRESSURES: OUTSWING DOORS z o I DOOR WIDTH DOOR HEIGHT 60 - 79 3/4" 70 - 83 314" 87 3/4" 91 3W' 8° .95 314" X 2° 25112" +60.0 -60.3 +57.0 -57.0 +54.0 -54.0 +51.3 -51.3 +48.8 -48.8 X 271/2" +56.5 -56.5 +53.3 -53.3 +50.5 -50.5 +47.9 -47.9 +45.6 45.6 X 291/2" +53.3 -53.3 +50.2 -50.2 +47.5 -47.5 +46.0 -45.0 +42.8 -42.8 X 2g 311/2" +50.5 -50,5 +47.5 -47.5 +44,9 -44.9 +42.6 -42.6 +40.5 40.5 X 28 331/2" +44.3 -44.3 +44.3 -44.3 +42.7 -42.7 +40.4 40.4 +38.4 -38.4 X 361/2" +39.3 -39.3 +39.3 -39.3 +39.3 -39.3 +38.6 -38.6 +36.6 -36.6 X 3(' 371/2" +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +36.0 -35.0 +35.0 -35.0 XX 4° 47 3/4" +60.0 -60.3 +57.0 -57.0 +64.0 -54.0 +61.3 -51.3 +48.8 -48.8 XX 51 314" +66.5 -58.5 +53.3 -53.3 +50.5 -50.5 +47.9 47.9 +45.6 -45.6 XX 55 3W' +53.3 -53.3 +50.2 -50.2 +47.5 -47.5 +45.0 -45.0 +42.8 -42.8 XX 5° 59 3/4" +50.5 -50.5 +47.5 47.5 +44.9 -44.9 +42.6 -42.6 +40.5 -40.5 XX 54 63 3/4" +44.3 -44.3 +44.3 -44.3 +42.7 -42.7 +40.4 -40.4 +38.4 -38A XX 67 3/4" +39.3 -39.3 +39.3 -39.3 +39.3 -39.3 +38.6 -38.6 +36.6 -36.6 XXI 60 71 3M' +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 1 +35.0 -35.0 TABLE 2A. DESIGN PRESSURES: SIDE LITE SIDE LITE SIDE LITE HEIGHT WIDTH 68 - 79 3/4" 170 - 83 3/4" 87 3/4" 1 91 3/4" 1 80 - 95 3/4" 10 3W' +60.0 -120.0 +60.0 -118.1 +60.0 -112.4 +60.0 -107.2 +60.0 -102.1 12 3/4" +60.0 -106.4 +60.0 -100.9 +60.0 -95.9 +60.0 -91.4 +60.0 -87.3 19" +60.0 -74.6 +60.0 -70.5 +60.0 -66.9 +60.0 -63.7 +60.0 -60.7 21 3/4" +60.0 -66.4 +60.0 -62.8 +59.5 -59.5 +56.6 -56.6 +53.9 -53.9 27 3/4" +54.4 -54.4 +51.3 -51.3 +48.5 -48.5 +4fi.1 -46.1 +43.8 -43.8 36118" +36.2 -36.2 +36.2 -36.2 +36.2 -36.2 +36.2 -36.2 +35.5 -35.5 36 3/4" +35.0 -35.0 +35.0 -35.0 +36.0 -36.0 +35.0 -35.0 I +35.0 -35.0 NOTES: 1. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1A. OR 2A. PREVAILS. B. DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1A. AND 2A. DO NOT REQUIRE REINFORCEMENT ITEM 22. Approved as complylnq with 0m Vtorlda QahUn i:o c Apt e �z ?cb7 NOA/1 *'J4mtbndeProd Ct aneu � I I(%, On 2, POSITIVE DESIGN PRESSURE IS LIMITED TO 60 P.S.F (WATER RESISTANCE 9.0 P.S.F.) FOR DOORS AND SIDE LITES IN TABLES 1A AND 2A. 3. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. ALTERNATE DESIGN NOKOMIS, FL 84278 DOOR W/THOUr Po.eox ts29 •- ALUM. FRENCH DOOR & SIDE nrolcOMLSFLs1274 vLstbiyBener r �` ' FD101 M4 2 1 11 i NO CT /EertChad(, P.E. ' PE #39712 11005.2 B Structural 73112" MAX. 36 3/4" ��— MAX. `, 49 I - I E I t I , X SEE NOTE 4 y 109112" MAX. 36 3/4 ---+'`— SEE NOTE 3 36 3/4 MAX. MAX. I 1 t � , 48 I 1 I I 10 Ef 1 1 ; I E Er 1 JE O i X O BEE NOTE 4— " .,.�.. SEE NOTE 4 V V VJIV 71 3/4" MAX. 371/7 MAX. 25" MAX. DLO (TYP) 49 49 , ` 1 41 I \ I 103 I 143 3/4" MAX. 16 3/4" SEE NOTE 3 36314 MAX. i MAY I I 49 ,' 41 \I ® I J MA (Ty Er 1 ET \` J I i / / Er JE D X ACT. i X INACT1 O SEE NOTE 4--' 36 3/4" MAX. 331/2" MAX. DLO (TYP.) G G 95 3/4" MAX. (TYP.) "rased as complyloS 84 3/4" lb r1�rJda Baling Code MAX Dale UG Z -&o DLO Jvona _ NBami pad. Product Contra! t I (TYP.) 40" (TYP.)D i ID Ct ® i / C F I f F X X ACT i X 1NACT. O NOTE A X A XX 41 B 0 1. FOR A TAILS SEE SHEETS 8 THROUGH 11. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP W AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'OXO' AND'OXXO' CONFIGURATIONS. 4. SEE TABLES 1, 1A, 2, AND 2A ON SHEETS 1 AND 2 FOR APPLICABILITY OF REINFORCEMENT FOR DOOR AND SIDE LITE CONFIGURATIONS. S. CLEAR OPENING FOR %' AND 'XX' DOORS AS FOLLOWS: (W DOORS = WIDTH - 5.646) ('XX DOOR = DOOR WIDTH/2-4.079) ®6. SIDE LITE DLO WIDTH = SIDE LITE WIDTH - 31/4" SIDE LITE DLO HEIGHT = SIDE LITE HEIGHT -11" RoAdDr: Dare +ee>iw - o .k 1H7DTECHNOLOGYORW EXAMPLE ELEVATIONS FK &M7 B lDEN77FYDEAD BOLT,ADDNM6..AND SPEO"WACT. AND 7C IMOT. NOKOMIS, FL 3127E iae CLARIFYFLUBHBOLTAND2PT. L=LOCATIONB, REVE'RSED/R OF VIA 77 ."—. ALUM. FRENCH DOOR & S! FK 4,27/D7 A SECEARROWS, ADDNOTE94AND5. P.O. BOX1529 aaweY. D.M: 0.d%.da pme HOKOMf& FL 34274 Ycrlbly Better FK 11IM7 J.J.212&V7 FUtol NTS 3 a 11 B OXXO 4 '--SEE NOTE 4 ACT. .0, nvlr 11005 2 i/m, L. Clerk, P:E PE #39712 Structural 71 14" K. '•) 3 _ 40 EXTERIOR < J INTERIOR 10 1 2 60 37 60 it 11 I I1 ; I Il l Ell, i i CLEAR COLORED SEALANT �JV62 ® 63 { MAX. MAX. MAX. MAX. DLO DOOR DLO SIDE 62 HEIGHT LITE HEIGHT I SL VIEW G-G 30 61 CORNER ASSEMBLY 12 App—o _ ,_p►Yjag wflb fie 40 1.489 Flodaa %al oC c put" NOAp _e 1 1 Dllaml Dade Product ontrot Oirisl n 13 DOOR SECT. A A SIDE LITE (SL) SECT. B-B VERTICAL VERTICAL ReHrruro: 1070TECHNOLOGYORIVE EXAMPLE ELEVATIONS �obudt FJCcam"S NO CHANGES THIS SHEET NOKOMIAFL549CORREOTITEM40VEATHERSTHIPAUPOATEHEMrmTODOUSLEHMWIM. —_�TALUM. FRENCH DOOR& SIDE LITES, NON -IMPACT . Clark, P.E. FJC 4127IW A ADD SU HEtGHT DIM. P.O, HOX 1520 Ur ey. eeror y NOKOMIS FL 34274 Visibly Beaux a feodt �` aee.e r. °N°' R°'' PE N39712 FK 111507 J.J. 2128107 F0101 1/2 4 11 11005--2 6 Swctural Agpmved as complgingwlth ft Florida guiding Cale Dytc f�V�i/J1iJ 200�%. NOANo— 1 Miami Dade Pngluct Can1w fJZ �8 SPACING, SAME AS iMAX. SL WIDTH JAMB ANCHOR SPACING 1 i "--MAX. SL WIDTH (SEE SHEETS 8, 9 AND 0) - DLO -' - . i 314" 46 4I+ 66 62 SUDOOR SECT. E-E HORIZ. r NOTE: DFULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 1. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 1A AND 2A, SHEET 2. 10 NOL00ORIVE NOKOA ,FL342T6 NOKOMIS P.O. BOK 1620 NOKOMIS, R W74 Vui* Bedhr -mow SL SECT. F-F HORIZ. (STAND-ALONE) VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE L aer.aasrarn mcu aurae a FD101 i/2 5 w 17 5, NON -IMPACT Rnc 1100&2 B Roben L Clark, P.E. PE #39712 Structural v 1nn-wwr= nwa..v nvrtl mvr-vwJ 20 1915D 60380 IFRAME JAMB (OUTSWING) 21 11010 16Q300 WSTP.,Q-LON .190 X.375 HIGH 22 6608 16mm 1) 2-3/4X650 TUBE MULL 6061 T5 1 7 W 98411 12139291139 0X. 5/8" IG 92 1986 X 187 X.300 HIGH APProwd aacemp(�Icg�,l && RAIL E7oH�da_H �td�ing�C�ade RAIL (OUTSWING) fOAN o v 2oD Miami Dadc Product Cantrol .504--� JNvh on / --.3g0 UT IEL 3 OUTSWING THRESHOLD CHANNEL COVER NEL HEAD/SILL & PANEL STILES) 6063-T6 no rr MW%L 4 wU 10Va11vcI) .190 X .200 HIGH tT ASSY. (41707 & 41708) 'L. 5MS 1.000 Sy. f VE .650.125 'ERT(INACTIVE PANEL) BIKE PLATE 22 REINFORCEMENT "L. SMS 6063-T5 10 TECHNOLOGY CANE MOKOMIA FL 34275 P.O. BoX My NOKOWa FL 34274 �� PARTS �- —AL UMf Better vmfm FD101 CH DOOR & SIDE LITES, NON-1MPAC i 112 6 a 11 11005-2 B R t Clark, P.E. PE#39712 9huclurel 1.750 4.000 062 DOOR PANEL 30 TOP & BOTTOM RAIL 6063-TS 1.750 4.100 .062 8 8DOOR PANEL SIDE RAIL 6063-T5 3.655 3111 .550 1.400 .050 FILLER HEAD ADAPTER 10 6063-T6 3.000 1.272 1.479 L .060 FRAME HEAD 6063-T6 F�]7 050-� 0799 .46r9 1 3.000 --� 11 OUTSWING THRESHOLD 6063-T6 �-1.760- j 4.100 675 it ODOOR PANEL INTERIOR ASTRAGAL 6068-T5 1.500 .125 .750 3� TRUSS CLAMP B063-T5 j--►1 .805 � -- --- .050 .683 3116" GLAZING BEAD 74 6063-T5 r--3.100-----� l 6O SLHEADER 6063-T6 f, 61 SL SILL 6063-T6 roOKOM IS, Ft 34275 rd NOKOM/S, FL 342T5 P.D. 60X 1B29 NOKOWSFL 34274 Wsth jy $e 4,675 r1.750-1 r 1.4801 3.000 •050 000 DOORFRAME 20 JAMB 6063-T6 DOOR PANEL 4 rj EXTERIOR ASTRAGAL 6063-T5 f +-.363 .050 683 O518" GLAZING BEAD %6 6083-T5 --3.100---�{ 1 .688 890 050 3,000 SL JAMB 62 6063-T6 SL JAMB 66 ADAPTER 6063-T6 EXTRUSION PROFILES FRENCH DOOR & SIDE LITES. NON -IMPACT FD101 1112 L 7 m 11 1 -_ 11005-2 050 1.620 .250 -- [- WEATHER STRIP CHANNEL 6063-T5 0.376 2.125 .125 32 HINGE 6063-T5 Approved us complying wilb t9 Fbilda Sidifug Code Date 02 NOAk_ Qry^ Miami Dade Product Control Mi T.. 5, ,�� Z/4��-- IyClar,,RE. PE 1f39712 Strudural 1, HEAD ZONE "C' a a 0 x o N N m g g t_— SILL ZONE "C" HEAD HEAD HEAD f-- ZONE -`—InNr: „p„—f-ZONE-{ m w O N m i J-ZONE-4 - a,u. --}-ZONE-} "E" ZONE F„ „E" SEE TABLE 7., SHT. 10 HEAD HEAD —1 ZONE "D" —t— ZONE "D" a r r \ Q XX z z gm gm SILL ZONE "D" �SILI 70NE"D" SEE TABLE 4., SHT. 9 HEAD ZONE "E" m m z O z O — O m m i SILL ZONE "E' SEE TABLE 5., SHT. 9 HEAD E I ZOND"ZONE F"--t-Z ENEI r \ N xxO OR Oxx o im N m \ r SILL SILL SILL —� ZONE4 ZONE "D"- 7— ZONE "F" "E" SEE TABLE 7., SHT. 10 HEAD �_ZONE"D"ZONE HEAD E"-f a co xO OR OX Z z O M Co Q ♦ \ ♦ Q SIL` SILL �ZONE"D" ZONE`EJ SEE TABLE B.,_SHT. 10 HEAD D HEAD HEAD ZONE-f _ZONE"F"ZONE F � "? fI r ♦ OLLJ OxxO o m d N ♦ ♦ ♦ r r r 1ILL SILLSIL BILL } ZONE -}—ZONE `F"�ZONEI"F"ZONE -} E" SEE TABLE 7., SHT. 10 E" NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ON SHEET 10. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEETS 9 AND 10. NOP1IM e JLX_�-K= ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT NOKOM/S FL 34274 VW4 Better &n" O.WN& FD101 NTS 8 - 11 1100,5-2 B Appmvw . ng with toe pforida Buidiait Cafe !Sate kU 4 0 L1 20 0 Moaq Miami Dade Prmtuct Coninq 1% Divigion� r I L. Dark, P.E. PE #39712 Structural TABLE 3. X ANCHOR TYPE & SUBSTRATE DOORS TABLE 4. XX ANCHOR TYPE &SUBSTRATE DOORS (ALSO GLASS X TYPES DOOR A AND OF XO B & OX TABLE 5.O ANCHOR TYPE &SUBSTRATE SIDE LITE APPROVED ANCHOR TYPES: GLASS TYP S A AND B GLASS TYPES A AND B 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3, #12 STEEL SCREWS (G5� '40rovcyl as complyl� �►Wa gQ alaaZnde NOA# - O Migml Dade Prod Cl Coot Div' 2,3, WOOD 1,2, CONCRETE 2,3, WOOD 1,2, CONCRETE 73, WOOD 1,2, CONCRETE DOOR WIDTHS LOAD 2kNES DOOR WIDTHS LOAD ZONES WIDTHS "0" - 10.750 TO 38.750 LOAD ZONES "X - 25.500 1D 37,500 a x U w = K r: d W w a1Fa w x W x Z(a ¢ x i1 d y -6 w = x ;� ^ j to m .6Fo�w x W x v�i "X1(- 47.750 TO 71.750 a a ® J rn m m W ran ;� ti Z W 0 m N d CF W ? a�i m ¢ i b ®� m W ar p4� i W x a�i ^ z W O N N 1 d ca�ug W d h m a 0 J J rn ¢ w S 1 0 m mIn ••7 0 _J J a¢s to 2 1 0 WIDTH z HT. WIDTH x HT. WIDTH x HT. 25.500 x 79,750 83.750 87.750 91.750 96.760 7 2 10 4 2 5 47.750 x 79.750 83.750 87,750 91.750 95.750 6 5 8 4 3 5 10.750 x 79.750 83.750 87.750 91.750 95.760 4 2 4 2 7 2 10 4 2 5 6 4 7 4 3 6 5 2 4 -2 7 2 10 4 2 5 6 4 7 4 3 5 5 2 4 2 7 2 9 4 2 1 5 6 4 7 4 3 5 5 2 4 2 7 2 9 4 2 5 6 4 7 4 3 5 5 2 4 2 27.5W x 79.750 83,750 87'750 91.760 95.750 7 2 10 4 2 5 51.760 x 79.750 83.750 87.750 91.750 95.750 6 5 8 4 3 5 1 12.750 x 79.750 83.750 87.760 91.750 95.750 5 2 4 2 7 2 10 4 2 5 6 5 1 8 4 1 3 5 5 2 4 2 7 2 10 4 2 5 6 4 7 4 3 5 5 2 4 2 7 2 10 4 2 5 6 4 7 4 3 5 6 2 4 2 7 2 10 4 2 5 6 4 7 4 3 5 6 2 4 2 29.500 x 79.750 83.750 87.750 91.750 95.750 7 3 10 4 3 5 55.750 x 79.750 83.750 87.760 91.750 95.750 6 5 8 4 3 1 6 19.000 x 79.750 83.750 87.760 91.750 95.750 6 2 1 4 2 7 3 10 4 3 5 5 5 8 1 4 3 5 6 2 4 2 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 7 3 10 4 3 5 6 4 7 4 3 5 6 2 4 2 31.600 x 79.760 83.750 87.760 91.760 05.750 7 3 10 4 3 5 59.750 x 79.750 83.750 87.750 91.750 95.750 6 5 8 4 1 3 5 21.750 x 79.760 83.750 87.750 91.760 95.750 6 2 4 2 7 1 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 33.500 x 79.750 83.760 87.750 91,750 0 6 3 8 4 3 5 63.750 x 79.75D - 83.750 87.750 91.750 95.760 6 5 8 4 3 5 27.750 x 79.750 83.750 87.750 91.750 95.750 6 2 4 2 6 3 8 4 3 5 6 5 8 4 3 5 6 1 2 4 2 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 35.500 x 79.750 6 3 8 '4 3 5 67.750 x 79-750 83.750 87.750 91.750 95.750 5 5 8 4 3 3 36.125 x 79.750 83.760 87.750 91.750 95.750 5 3 4 3 83.750 87.750 91.760 95.750 6 3 8 4 3 5 6 5 8 4 3 5 6 3 4 3 6 3 8 4 3 5 1 6 5 8 4 3 5 6 3 4 3 6 3 8 4 3 5 6 5 8 4 3 5 6 3 4 3 6 3 8 4 3 5 6 5 8 4 3 5 6 3 4 3 37.500 x 79,750 83.760 87.760 91.750 95.750 5 3 8 4 3 3 71.750 x 79.750 83.750 87,750 91.750 95.750 5 5 8 4 3 3 36.750 x 79.750 83.750 87.750 91.750 95,750 5 3 4 3 , w 6 3 8 4 3 3 5 5 8 4 3 3 5 3 4 3 6 3 8 4 3 5 6 5 8 4 3 5 6 3 4 1 3 B 3 1 8 4 1 3 5 6 5 8 4 3 5 6 3 4 3 6 3 8 4 3 5 8 5 8 4 3 5 6 3 4 3 Re, 8y. Dc% It mean 1D7CTECIiNOLOf3YDRlVE �a++IS•�342g P.O.BOX1ff29 MM MS, FL34274 P T �`-ALUM. D-www ANCHOR QTY PER LOAD ZONE TABLES 3, 4 & 5 ,� FREIVGHD00R&SIDEUTES, NON-fMPAGT elr�tC1aAc,P.E. PE#39712 Shuctural . F:K � SasM7 -- B AW%WW1TABLECSHT.ta*TOTaetEsroRMANDOXDOOR& FK A ADD F.A.ZOVME'TOTA8IE 1F'.IIPDATEALLTABLESRf1E7pDpREVISIOiV. &mw RK °N" 111CO7 °�° J.J. . °t8" 2rd&0T VidtbtyBeaer y Fn101 $; NA 9 m 11 p,,,�p" 11005-2 wn: B TABLE 6. XO 8t OX DOORS TABLE 7. OXO, XXO, OXX & OXXO DOORS APPROVED ANCHOR TYPES: ANCHOR TYPE ANCHOR TYPE 1, 114" ELCO TAPCONS GLASS TYPES A AND B GLASS TYPES A AND B & SUBSTRATE & SUBSTRATE 2.1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 STEEL SCREWS (G5) (16) ANCHORS REQUIRED AT HEAD AND SILL FOR CONCRETE- 2,3, WOOD 1,2, CONCRETE Z3, WOOD 1 1,2, CONCRETE DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES "X' - 25.500 "X' - 25.600 LL LL INSTALLATION. ALL DIMENSIONS ARE MAX. EXCEPT 3" MIN. TO 37.500 TO 37.50D iu !v ON -CENTER APPLIES TO CONCRETE INSTALLATIONS. 0 -', (3) (5) (5) (3) =16 @ HD. (° �n "d w O "d ❑ d in w cd as "d a I)VI - 47.750 m u'� od ¢ m in "d q m ¢ O s ❑X a o m g to 2 ❑ ❑ 6 2 o m g TO 71.750 w g ❑ w x m g ❑ w x 4 1 7\ slD SI LITE WIDTH x HT. O o x x LL x O x o x x� x LITE WIDTH x HT. O x o , X O x O x -o 10.750 x 79.750 4 3 4 2 10.750 x 79.750 4 3 4 2 5 3 4 2 5 3 4 2 83.750 83.750 95 VQQ 5 3 4 2 5 3 4 2 87.750 87.750 W 91.750 91.750 0 5 3 4 2 5 3 4 2 25.750 G x p 95.750 O 5 3 4 2 5 3 4 2 12.750 x 79.750 5 3 4 2 12.750 x 79.750 5 3 4 2 5 3 4 2 5 3 4 2 83.750 CC 83.750 ul w 8 9 � --20 7/8 -�24 3/4 5 3 4 2 5 3 4 2 87.750 g 8T750 4 91,750 of 143 3/4 6 3 4 3 91,750 6 3 j 4 3 3 95.750 95.750 a LL (3) (5) 5 3 =16 SILL EXAMPLE LARGEST 6 9 4 3 6 3 4 3 19.000 x 79.750 8 3 4 3 19.000 x 79.750 6 3 4 3 83.750 < 83.750 �gO OXXO ANCHORAGE 8 3 4 3 6 3 4 3 87.750 m 87.750 V ry O N 6 3 4 3 6 3 4 3 91.750 u0. O � 91.z50 A. 36 3/4" x 95 3/4" SIDE LITE 6 3 a 3 8 3 4 3 „ ANCHORS FROM TABLE 7 EA. 6 3 a 3 6 3 4 3 95.750 m y w N 96.750 0 qw LL JAMB "B", AND EA. HEAD AND SILL "E" ZONE PLUS; 21.750 x 79.750 6 3 4 3 21.750 x 79,750 6 3 4 3 83.750 a 83.750 0o cc B, 71 3/4" x 95 314" XX DOOR 6 3 4 3 8 3 4 3 i z 15 w ANCHORS FROM TABLE 4, 6 3 4 3 6 3 4 3 87.750 a a ® OT750 SHT. 9 AT EACH "F" ZONE. 91.750 ei r, 91.760 _ � y 8 3 4 3 6 3 4 3 96.750 w 5 95.750 a�a O SEE ENCIRCLED VALUES, SHTS. 9 AND 10. 6 3 4 3 6 3 4 3 27.760 x 79.750 6 3 4 3 27.750 x 79.750 6 3 4 3 83.750 O 83.75D m ci m SOLUTION: 6 3 4 3 6 3 4 3 87.760 & 87.760 H F TOTALS (4) ANCHORS EA. JAMB 6 3 4 3 6 3 4 3 91.750 W w 81,750 AND 3+5+5+3 = (16) ANCHORS 6 3 4 3 6 3 4 3 �= & a AT EACH AND SILL. 6 3 4 3 6 3 4 3 95.750 95,750 w w 36.125 x 79.750 5 3 4 3 36J25 x 79.750 5 3 4 3 83.750 p0 83.750 6 3 4 3 6 3 4 3 a 6 87.760 3 4 3 = 87.750 B 3 4 3 91.750 a 91.750 C 6 3 4 3 6 3 4 3 6 3 4 3 6 3 4 3 95.750 w w 95.750 poriftAParogvdagmmD1ylns w11b 1bo � dIG o�e2ca7 36.750 x 79.750 5 3 4 3 36.750 x 79.750 5 3 4 3 o _ 5 3 4 3 5 3 4 3 83.750 83.750 w �1>UMIDade Product Cunt'( 6 3 4 3 6 3 4 3 87.760 87.750 �e vte�e 6 3 4 3 6 3 4 3 95.750 91.750 95.750 95.750 /LZWskP.E. 8 3 4 3 6 3 4 3 �� V.CW 01640ma a,wffa �yOLOGYDR VE ANCHOR QTY. PER LOAD ZONE TABLES S & TF.K R , air 1P70 &26W 8 CHANGE 90OR'XO' HEAD ZOW FROM'C'TO *Dt ENMANCE ExAMPLE NOKOMI9 FL 34Y75'ramADD ALUM. FRENCH DOOR& SIDE LITES, NON -IMPACT lACHZONE OF' TO TABLE 7'P. NPOA7EALL TABLES DUE TO OP REV. AK 427107 A AWiXAAIPLEOXWANCHORLAYOUT.. NOKOMIS, P.O.BQX1Ti18 FL 3W4 Visib(T Better sa.wK PE 939712 sy, orr pedee per. F.K 11IM7 J.J. 2l2W FD101 NA 10 ii 11Q05°2 B „c,,,,a, 23+ /8 OIIXO 3/4_L_. \ / 131/4 2X WOOD 1 3/4" 1 3/4" BUCK, NOTE2� 3.4 KSI MIN. CONC. MIN E.D. MIN E.D. I NOTE 1 MKM� BUCK, NOTE 2 ,"'�" '• � : �� •` • c1Ix WOOD �, y•�4. 1/4" MAX. SHIM WOOD ANCHOR, r]UNOTE 1 DOOR HEAD (WOOD) 1/4" MAX. SHIM-i I� I NOTE 1 2X WOOD BUCK, NOTE 2 1/4" MAX. 2 SHIM 1NOTE ONIC. NCHOR, 1 DOOR HEAD (CONM 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 "-1/4" MAX. SHIM WOOD ANCHOR, NOTE 1/4" MAX, NOTE 1 SIDE LITE HEAD (WOOD) S SHIM 1/4" MAX. SHIM MIN. E.D. WOOD CONC •:.;. ;,: ANCHOR ANCHOR + ;: •: STAGGERED STAGGERED CENTERS, CENTERS, -'a: ;: r• : 7 3/4" MIN. E.D. NOTE-1 NOTE 1 ..,. y iE�p --13/4"MIN. E.D. '.;' • + '' 1 NOTE 1 1/4" MAX. SHIM �A CONIC. ANCHOR NOTE 1 !E LITE HEAD (CONC) 1/4" MAX. SHIM NOTE 1 1 3/4" MIN E D ANCHOR, NOTE 1 '* '%"••'. 1.5 KSI MIN. CMU OR `WOOD r'.R1;t • 3.4 KSI MIN. CONC. ANCHOR, 1 33/4" MIN. E.D. NOTE 1 +' 2X WOOD 1X WOOD BUCK 2X WOOD 1. " BUCK, NOTE 2 NOTE 2 1.5 KSI MIN. CMU OR BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR, NOTE CONC.ANCHOR, I— WOOD ANCHOR, NOTE 1 CONC. ANCHOR, NOTE 1 NOTE 1 1X WOOD NOTE BUCK, NOTE 2 �114" MAX. 1/4" MAX, 114" MAX. SHIM f SHIM 'a Ix. Z., - L "2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) t3.4 KSI MIN. CONC. DOOR SILL (CONC) f 2X WOOD BUCK, NOTE 2 -i SIDE LITE SILL (WOOD) 1 AX. SHIM '•f :+�; yh: i`�.,7'. NOTE 1 3.4KSI MIN. •;�: ; ' CONC. 1- - 1 3/4"1 3/4" MIN. E.D. MIN. E.D. SIDE LITE SILL (CONIC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 314" MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 W. FOR WOOD INSTALLATIONS USE #12 SCREWS OR ELCO 114" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. 2. WOOD BUCKS DEPICTED AS ix ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 10TECHMOGYDRNE rrvnnva_ WA. ,nu.v NOMMS, FLii 5 ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT P.O. BOXivoicCWrWS FL XV4 Vwb(v Better NTS 8n11i a i i o"*" i i oor,2 B k �-mnb►.s»1** ride Br'dlac Code Dote GU9'rOz 2DA7 1IOA# -o Miami Dadr i' :.• ...t C but I' • BGG�. I w4.rr+SK�� f Ro L.Y'rx,P.E. PE 0*9712 Stmeturai FILE COPY M 1 A M I•DADE NIIAM -DADE COUNTY, FLORIDA - METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 i (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 they jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements This product is approved as n d herein, and has been designed to comply with the Hurricane Zone of the Florida Build uil Code. DESCRIPTION: Series HR- uminum Horizo Window with Heavy Duty Meeting Rail APPROVAL DOCUMENT: Drawing No. 268 r2, titled "Alum Horiz. Ro er "sheet through 12, prepared, signed and seated by RobeClark, P.E. on 04/03/07, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA # 02.0313.09 and consists of this page 1 , evidence page El, as well as approval documents mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. "� T ro? %r� NOA No. 07-0214.16 Expiration Date: June 27, 2012 Approval Date: May 03,2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 268-2, titled "Alum. Horiz. Roller (HD. MTG. Rail)", sheets 1 through 12, dated 02/09/07 with revision D dated 04/03/07, prepared by PGT Industries Inc., signed and sealed by Robert Clark, P.E. on 04/03/07. B. TESTS 1. Test reports on 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test- Loading 3) Water Resistance Test 4) Forced Entry Test along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3327, 3328, 3329, 3330, 3331, 3332, 3333 and 3334 dated January 22, 2002 and 4692 dated 08/30/05 per PA 202 and TAS 202, signed and sealed by Luis Figeredo, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, 29 pages prepared by PGT Industries, dated 02/09/07 and 29 pages dated 04/04/07 signed and sealed by Robert Clark, P.E. D. MATERIAL CERTIFICATIONS None E. STATEMENTS 1. Statement letter of no financial interest, dated 02/09/07, signed and sealed by Robert Clark, P.E. 2. Statement letter of the code compliance, dated 02/09/07, signed and sealed by Robert Clark, P.E. Mohammed Iqbal Shaikh, P.E. Sr. Building Code Compliance Specialist NOA No. 07-0214.16 Expiration Date: June 27, 2012 Approval Date: May 03, 2007 E-1 GENERAL NOTES: NON -IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: B. 3/16" OR 114" ANNEALED C. 3/16" OR 1/4" TEMPERED E. 112" I.G.. 3/16" ANNEALED OUTBOARD, 3116" AIR SPACE, 1/8" ANNEALED INBOARD 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES; (SEE TABLES, SHEETS 3 THROUGH 5) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. 7116" NOM, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-3327, 3328, 3329, 3330. 3331. 3332, 3333. 3334 AND 4692. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS 2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 1131107 CHANGE THIS SHEET - NOT SUBMITTED l9 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34Y74 7/16" NOM. (SIDE � —3116" OR 1/4" ANNEALED, 3/16" OR 1X' TEMPERED TYP. MONOLITHIC GLAZING DETAIL OUTSIDE BITE INSIDE NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS ............ 1 ELEVATIONS ..................... 2 DESIGN PRESSURES....... 3-5 VERT. SECTIONS ............. 6 HORIZ. SECTIONS ............ 6 PARTS LIST ....................... 7 EXTRUSIONS .................... 7.8 CORNER DETAIL .............. 8 ANCHORAGE .................... 9-12 p-� fro*t_! � �';: ''• :,;i ,, ;t�;,e NO �n 41 ]fin 1:J��-._ ..Q.ew D �• 28 44 3/16" ANNEALED -+- +— 1/8" ANNEALED 1/2" NOM. 1/4" OR 3/16" AIRSPACE 1/2" INSULATED GLASS GLAZING DETAIL GENERAL NOTES & GLAZING DET, :I ALUM. HORIZ. ROLLER WINDOW HD MTG, vwbly Feuer HIMNTS i d 12 vm 268-2 HD Q a it L Clark. P.E. PE #39712 Structural 27 318" MAX. DLO VENT 54 5/16" MAX. DLO FIXED / i I X 1 68 1/2' MAX. XOX FIXED I� LITE DLO 0 / / / X B 57' MA 63' XOX VENT MA) DLO XOJ WtNDi HEIGmill I i 120" MAX. WINDOW WIDTH 1131107 DETAIL B - XOX (1/4-1/2-1/4) FUCED C JDLO VENT A I I I A 1/8" / / I I 1AX. ` I 1 MAX. OX I X01 OX MA A KED 0 X VENT .ITE I DLO WIND LO I HEIG `I 1 1 I �I oo G � 74" MAX. W DETAIL A - CHANGE THIS SHEET )RAWAND CONSOLIDATE ELEVATION. )ATEANCHORAGE-NOTSUBMITTED 27 3/8" 27 3/8" M O MXED O VENT X 0 i I i i X p - An. MAY 1A1Ir%Tu p DETAIL C - XOX (1/3-1/3-1/3) NOTES: 1. SEE SHEET 6 FO VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEETS 9 ROUGH 12 FOR ANCHORAGE, 3. SEE SHEET 8 OR CORNER CONSTRUCTION. �X )W AT D TECHNOLOGY DAME NOKOMI3, FL 34276 P.O. BOX Im NOKOMIS.R34274 Vtm & ELEVATIONS PLUM, HORIZ. ROLLER WINDOW HD MTG. Wkft 6"' arx2 w 12 "AftPa TS —' HRWI N268 2 I I I I D De = loio riti�3sr. fi be L. Clark, P.E. E #39712 Structural DESIGN PRESSURES, XO AND OX WINDOWS TABLE 1. GLASS TYPE: " OR 1/4" AN TL-3331,3334) E.1/2" I.G. - 3/16A,3/16"8,1/8A (FTL-3332) C. 3/16" R 1/4' EMPERED TL-3330,3333) - WINDOW WINDOW HEIGHT WIDTH 26.000 38.375 44.000 50,625 54.000 63.000 66.000 72.000 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 1 -90.0 + 0 +56.0 -90.0 +56.0 -90.0 26.500 C +56.0 -90.0 +56.0 -90.0 +56.0,,, -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -82.8 +56.0 -84.8 +56.0 -76.7 37.000 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -79.6 +56.0 -75.4 +56.0 -88.2 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -87.0 +56.0 -72.0 +56.0 -73.6 +56.0 -66A 44.000 C +56.0 -90.0 +56.0 -90.0 +66.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -86.4 +56.0 -73.6 +56.0 -66A E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +66.0 -59.0 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +66.0 -82.8 +56.0 -79.1 +56.0 -67.3 +56.0 -66.7 +66.0 -61.9 48.000 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +66.0 -90.0 +56.0 -80.7 +56.0 -68.7 +56.0 -61.9 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -85.4 +56.0 -78.6 +56.0 -64.7 +56.0 -61.1 +55.0 -55.0 B +56.0 -90.0 +56.0 -90.0 +56.0 -86.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 -58.2 +54.3 -54.3 53.125 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +66.0 -63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 -77.6 +66.0 -77.6 +56.0 -77.6 +56.0 -73.2 +56.0 -60.0 +56.0 -56.5 +50.8 -50.8 B +56.0 -71.2 +56.0 -69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 -50.1 +47.9 -47.9 +42.5 -42.5 63.000 C +56.0 -85.4 +56.0 -82.8 +56.0 -62.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +55.2 -55.2 +55.2 -55.2 +55.2 -55.2 +55.2 -55.2 +53.2 -53.2 +50.0 -50.0 +44.7 -04.7 B +56.0 -65.8 +56.0 -62.9 +56.0 -62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 46.6 +41.0 -41.0 66.000 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +66.0 -64.4 +64.5 -54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +50.3 -50.3 +50.3 -60.3 +50.3 -50.3 +50.3 -50.3 +48.5 -48.5 +43.2 -43.2 B -+54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 +45.0 -45.0 +45.0 -45.0 74.000 +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +55.0 -60.0 +45.0 -45.0 +45.0 -45.0 E +43.9 43.9 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40- +40.0 -40.0 +40.0 -00.0 igtaa liss`'t ct XSivSi1� ;K '93M7 D CORRECT 74WX MH GLASS TYPE A DP TO47.8 ° >� 1-13 DESIGN PRESSURES, XO AND OX :1G 1 1/07 C AOD 1/d'MONOlJTH1G UPGRADES 1o7NOKO N , FL.' wve NOKOMIs, FL 34275 K ' 8%11/02 B UPDATEANCHORAOE - NOT 3UBM1T7ED P.O. BOX 152e ALUM. HORIZ ROLLER WINDOWHD MTG. RAlL aban L. Clark. P.E. rd -"+ tma tkls NOKOMLS, FL 34274 Vnrb6y Better sac r D"'M1PN0' p"" PE #30712 FJC 112"2 J.J. O7f09/07 H)LV NTS 3 12 268-2 D Structural DESIGN PRESSURES, XOX (114-112-114) WINDOWS GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL-3328) C. 3116" OR 1/4" TEMPERED (FTL-3327) WINDOW WIDTH B 53.125 C E B 74.000 C E B 84.000 C r /07 26.000 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -85.6 +56.0 -88.9 +56.0 -80.0 +56.0 -78.1 +56.0 -78.1 +66.0 -70.3 +560 -63.7 +56.0 -63.7 +56.0 757.3 +56.0 -58.7 +56.0 -58.7 +52.8 -52.8 +50.9 -50.9 +50.9 -50.9 +45.8 -45.8 CHANGE THIS SHEET 38.375 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -82.4 +56.0 -90.0 +56.0 -90.0 +56.0 -74.2 +56.0 -90.0 +56.0 -84.2 +56.0 -69.5 +56.0 -88.9 +56.0 -78.8 +56.0 -65.0 +56.0 -78.1 +56.0 -70.3 +56.0 -57.7 +56.0 -63.6 +56.0 -57.3 +54.7 -54.7 +56.0 -58.4 +52.6 -52.6 +49.6 -49.6 +50.0 -50.0 +45.0 -45.0 E. 1/2" I.G. - 3/16A,3/16"S,1/8A (FTL-3329) WINDOW HEIGHT 44:000 50.625 +56.0 -85.8 +56.0 -75.2 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -85.4 +56.0 -72.8 +56.0 -62.4 +56.0 -90.0 +56.0 -87.5 +56.0 -82.6 +56.0 -70.9 +56.0 -67.2 +56.0 -59.1 +56.0 -90.0 +56.0 1 -81.9 +56.0 -76.2 +56.0 -67.2 +56.0 -62.9 +56.0 -56.4 +56.0 -88.9 +56.0 -79.5 +56.0 -71.3 +56.0 -64.3 +56.0 -60.0 +53.9 -53.9 +56.0 -78.1 +56.0 -77.6 +56.0 -68.0 +56.0 -61.4 +54.6 -54.6 +49.5 -49.5 +56.0 -63.6 +56.0 -63.6 +56.0 -57.3 +55.9 -55.9 +51.9 -61.9 +47.7 -47.7 +56.0 -58.4 +56.0 -58.4 +52.6 -52.6 +52.6 -52.6 +47.9 -47.9 +44.6 -44.6 +50.0 1 -50.0 1 +50.0 -50.0 +45.0 1 -45.0 1 +45.0 -45.0 54.000 +56.0 -70.2 +56.0 -90.0 +56.0 -79.5 +56.0 -58.2 +56.0 -79.9 +56.0 -66.0 +55.4 -55.4 +56.0 -74.4 +56.0 -62.9 +53.0 -63.0 +56.0 -71.9 +56.0 -60.2 +50.8 -50.8 +56.0 -69.9 +56.0 -57.6 +47.3 -47.3 +56.0 -63.6 +53.4 -53.4 +45.4 1 45.4 +56.0 -58.4 +51.9 -51.9 +42.1 -42.1 +50.0 -50.0 +45.0 -45.0 TABLE 2. 63.000 +56.0 -60.8 +56.0 -82.6 +56.0 -68.9 -F47.9 -47.9 +56.0 -64.8 +54.3 -54.3 +46.8 -46.8 +56.0 -59.7 +53.1 -53.1 +45.4 -45.4 +56.0 -57.3 +51.5 -51.5 +43.9 -43.9 +55.2 -55.2 +49.7 -49.7 +40.9 -40.9 +52.5 -52.5 +46.4 -46.4 +39.7 -39.7 +51.5 -51.5 +45.1 -45.1 +37.5 -37.5 +45.0 -50.0 +40.0 -42.5 rU 7EOMMOGY DAME I rrlG%70Vr%Ct7 /OVA r/st-r/L-r1' NOXOMIB. FL 34276 it . P.O. BOX 1529 �- ALUM. HORIZ. ROLLER WINDOW HD MTG. NOKOMIS, FL 34274 Vktbly Barer 8r e®r terra HR201 NT$ 4 a 12 268-2 t�rts� ilk,`, o L. park. P.E. PE #39712 Structural DESIGN PRESSURES, XOX (1/3-1/3-1/3) WINDOWS GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL-3328) C. 3/16" OR 1/4" TEMPERED (FTL-3327) WINDOW WIDTH B 48.000 C E B 53.125 C lu C 26.000 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.0 +56.0 -74.0 +56.0 -66.6 +56.0 -57.7 +56.0 -57.7 +51.9 -51.9 +50.9 -50.9 +50.9 -50.9 +45.8 -45.8 CHANGE THIS SHEET 38.375 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.0 +56.0 -74.0 +56.0 -66.6 +56.0 -57.4 +56.0 -57.4 +51.7 -51.7 +50.0 -50.0 +50.0 -50.0 +45.0 -45.0 TABLE 3. E. 112" I.G. - 3/16A,3/16"S,1/8A (FTL-3329) WINDOW HEIGHT 44.000 50.625 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -87.6 +56.0 -90.0 +56.0 788.6 +56.0 -90.0 +56.0 .88.6 +56.0 -90.0 +56.0 -79.8 +56.0 -74.0 +56.0 -74.0 +56.0 -74.0 +56.0 -74.0 +56.0 -66.6 +56.0 -66.6 +56.0 -57.4 +56.0 -57.4 +56.0 -57.4 +56.0 -57.4 +51.7 -51.7 +51.7 -51.7 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 ' +50.0 -50.0 +45.0 -45.0 +45.0 1 -45.0 NOKOMIS, FL 34275 P.O. BOX 16M NOKOMIS, FL 34274 1 Visibly Better 54.000 +56.0 -90.0 +56.0 -90.0 +56.0 -88.0 +56.0 -90.0 +56.0 -90.0 +56.0 -81.1 +56.0 -81.8 +56.0 -81.8 +56.0 -73.6 +56.0 -70.1 +56.0 -70.1 +56.0 -63.0 +56.0 -57.4 +56.0 -57.4 +51.7 -51.7 +50.0 -50.0 +50.0 -50.0 +45.0 45.0 DESIGN 63.000 +56.0 -81.8 +56.0 -81.8 +56.0 -73.6 +66.0 -75.1 +56.0 -75.1 +56.0 -67.6 +56.0 -67.9 +56.0 -67.9 +56.0 -61.1 +56.0 -57.6 +56.0 -57.6 +51.8 -51.8 +52.5 -52.5 +52.5 -52.5 +47.2 -47.2 +45.0 -50.0 +45.0 -50.0 +40.0 -45.0 ILUM. HORIZ. ROLLER WINDOW HD MTG. HR2o1 I NT$5 d 12 26&2 OUTSIDE 1---2"— I INSIDE 9 INSIDE MAX. VENT DLO ----MAX. FIXED DLO OUTSIDE 11 37 MAX. WINDOW WIDTH SECTION B-B (HORIZONTAL SECTION - XOX) INSIDE MAX. VENT DLO 20 21 22 WINDOW EN 9 18 7 DLO HEI HT ^ 19 U r—MAX. FIXED DLO SECTION C-C (VERTICAL SECTION) CHANGE THIS SHEET 1131107 8 8(2rU OUTSIDE MAX. WINDOW WIDTH SECTION A -A (HORIZONTAL SECTION - OX, XO SHOWN) 'OTECHNOLOGY DRIVE v r ivivv NOKOMIS, FL 34276 ro. P.O. BOX Ilan — ALUM. HORIZ. ROLLER WINDOW HD MTG. NOKOM14 FL 34274 Visibly Better H" o -w 6 a 12 �� 288-2 r•:s�,tY;._.L9 yaw 6r R rt L. Clerk, P.E. PE #39712 Structural Dwg # Descripti 215E Flange Frame Head 1155 #8 x 1.000, QUAD Pn., 110 Sash Stop 264 Main Frame Sill 265E Main Frame Sill Adapte 1298 Weep Hole Cover 21 BA Flange Frame Jamb (F 219 Flange Frame Jamb (t 1003 Wstp., Bulb Vinyl 1072 Wstp.,.187 x.200, Fin Ic XO ONL rFtl x.;m uuAL) Pn., SMs IRoller Housing& Guide Rollers, Brass Sash Side Rail Wstp., Bulb Vinyl Sash Meeting Rail Sweep Latch #8 x.625 , Ph. Fl., SMS 3/16"or 1/4"Annealed Glass 3/16" or 114" Tempered Glas; 1/2" Insulated 3/16"Anneaeec 3/32 x 114 x 1 Setting Block 1/8 x 112 x 1 Setting Block Screen Frame Screen Corner Kev ner T5 •T5 T6 6063-7 Plastic 6063- Cast f Mass Glass Rubber Rubber Aluminum ubber PGT# 1 PQA 1.601 78 781PQA 66387 6264 6265BW,B,T 71298 6128W,B,T 2.010 61088 .062 66601 67919G 093 6223W,B,T 42105 42114 37 HD FIXED MEETING RAIL 78X14PQAA 42112N MAT'L: 6063-T6 7BRWHL2 DwG# 267 6221 W,B,T 64664 6222W,B,T 71096 7858 .093 .062 1.605 712653K T'"67N 11 03 18 SASH SIDE RAIL 35M D9K MAT'L: 6083-To DWG#221A . 37 1 267 1H.D. Fixed Meeting Rail 6063-T6 6267 39 2719 Glazing Bead - (3116") Rollform Bd. 65016 40 1263 Glazing Bead - (1/41) Roliform Bd. 65133 41 241 Glazing Bead - (1)2" Insulated) Plastic 6VT48 42 1274 Glazing Bead, Grill Kit - SSB/DSB 1 Plastic 16GS1274 43 1237 Glazing Bead, Grill Kit: 3116" IPlastic 16G61237 44 18ficone Pdhesive Dow 899, Instant Glaze II or Eaual F.7C 41"7 ----D -- NO CHANGE THIS SHEET F.K 1/3f/07 C ADDDOWINSTAMGL8&S Wiwi oer: FeNbhre: F K A71 fl02 B NO CHANGE THIS SNEET- Vr or. Clam: CJ Ya06J. Ate: F.16 tP23/02 J.J. 0 97/07 'KCNNOLQOY DRIVE NO NOKOMIS, F134276 P.O. BOX 1629 NOKOM19. FL 34274 Visibly Better .926 .050 1.062 L 12 SASH TOP & BOTT. RAIL MAT'L: 6063-T6 DWG# 223A 1,750 Div Bate �....• I ��.�i.• b3�jo�,� I - v s� 1,457 - .062 20 SASH MEETING RAIL MAT'L: 6063-T6 DWG# 222A PARTS LIST AND SASH EXTRUSIONS v 7 rnr ALUM. HOR1Z. ROLLER WINDOW HD MTG. RNL Robert L. Clark, P.E. smb.#bd.& amp ' U.0WM PE 039712 Hlt2of NTS 7 d 12 2G8-2 D structural VIEW D-D SHT. 2 CORNER CONTRUCTION DV I I %JIVI 7 R. NO CHANGE THIS SHEET a 1/31/07 1 C I NO CHANGE THIS SHEET 1.542 .062 2.209 DFRAME JAMB(OPERABLE) MAT'L: 606345 DWG# 219 1.542 .062 2.124 Q7 FRAME JAMB(FIXED) MAT'L: 6063 T6 DWG# 218A '01WHNOLOGY DRNE NOKOMIS, FL $4276 P.O. BQX 15n NOKOMIS, FL 34274 1) FRAME HEAD MAIL: 6063-T6 DWG# 215B O4 FRAME SILL MArL: 6063-T5 DWG# 264 (D SASH STOP MAT'L: 606345 DWG# 110 rCORNER ASSEMBLY DETAIL & M. — ALUM. HORIZ. ROLLER WINDOW N sranuoac air crsc naxyl HR201 ia81r 8 a 12 .062 .050 ,875 2.42 SILL ADAPTER MAT'L: 6063-T6 DWG# 265B i3st'�aa: 1 XMUSIONS MTG. "L obert L. Clark, P.E. aw PE #39712 268-2 D Structural 81 D OX WINDOWS TO SUBSTRATE 1, CONC 12, CONC]2,3,WOODI 1, CONC 12. CONC F2,5", 0511. CONC 12. CONC 12.3.WOOEI 1, CONC 12. C NC 2,3,WI a O J D) 1-1 n J m n J m J m j m Q J fll Q J m 0 1 07 Q J OJ J !� L) J lod a u�� Q u-n- - w� Q u4Tl- Q - Q wu? Q �? ¢ win Q win a V T N{ T d{ T ,Jl T ..% T -ft _,t _.. _ u`Tl 44.000 I B,C,E I 1+C2+I 2 1+C2+1 2 1+C2+1 2 ]+C2+1 3]+C2+1 31 1+C1+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 ]+C3+1 4 1+C2+1 4 I+C3+I 141 48.000 B,C,E 1+{2+1 2 I+C2+1 2 I+C2+1 2 1+C3+1 3 I+C2+1 3 I+C2+1 31 l+C3+1 41 1+C2+1 3 14C3+1 3 I+C3-11 4 14-0+1 4 1+011 4 H --{ r-6"MAX. —�{ "MAX. f 25" MAX. O.C. 6" MAX. r' -k— MTG. RAIL EXAMPLE (C2) ANCHOR CLUSTER 53.125 E 2+(2+2 I+C2+1 2 1+C2+I 2 I+C2+•1 2 2+C2+2 2 1+C2+1 2 2+0+2 2 I+C2+1 3 3 1+C2+1 1+C2+1 3 240+2 i 3 I+C2+1 3 2+C3+2 3 I+C3+I 4 1+C2+1 3 1+C2+1 3 2+C3+2 3 I+0+-1 3 1+04.1 3 1+0+1 4 I+C2+1 4 1-H-1+1 4 1+0+1 4 4 1+C3+1 4 MAX. �� " �" MAX. fff �1-25" MAX. O.C. 6" MAX. T� X O MTG. RAIL EXAMPLE (C3) ANCHOR CLUSTER C 2+C2+2 2 I+C2+1 2 2+C2+2 2 2+C3+2 3 1+C2+1 3 2+C3+2 3 2+(3+2 4 I+Cla 1 3 2+C3+2 3 2+C�}+2 4 1+C3+1 4 2+CA+2 4 B 24C2+2 2 14, 2+1 2 2+C2+2 2 2+C2+2 3 1+C2+1 3 2+C2+2 3 2+C3+2 3 14C2+1 3 2+C3+2 3 2+C3+2 4 14C2+1 4 2+C3+2 4 63.000 E 1+C2+1 2 I+C2+1 2 1+C2+1 2 14C2+1 3 I+C2+1 31 1+C2+1 13 1+C2+1 3 1+C2+1 31 1+C2+1 3 I+C,3+1 4 1+C2+1 4 I+C3+1 4 C 2+C2+2 2 2+C2+2 2 2+C2+2 2 2+t3+2 3 2+C2+2 3 2+C3+2 3 2+C3+2 4 24Cx+2 3 2+C3+2 3 2+C4+2 4 2+01-2 4 2+C4+2 4 B 24C24-2 2 140+1 2 2+C2+2 2 2+C2+2 3 I+C2+1 3 2+C2+Z 3 2+C3+2 3 1+C2+1 3 2+C2+2 3 2++2 C3 4 1+C2+1 4 2+C3+2 4 66.000 E 1+0+1 2 1+C2+1 21 1+C2+1 2 1+{2+1 3 14IC2+1 3 I+C2+1 13 1+C2+1 3 14C2+1 3 I+C2+1 3 1+C2+1 4 1+C2+1 4 140+1 4 C 240+2 2 24C2+2 21 2+C-7+2 2 2+C2+2 3 241C2+2 3 2+C2+2 3 2+C2+2 3 2-FC3+2 3 2+fi4+2 4 2+C3+2 4 2+C3+2 a B 2+{2+2 2 1+C2+I 2 2+-C2+2 2 2+C2+2 3 I+C2+1 3 2+C2+2 3 1+CZ+1 3 2+C2+2 E 14C2+] 2 1+C2+I 2 I+C2+I 2 I+C2+l 3 1+C2+1 3 I+C2+1 L2+C2+2 3 I4C2+1 3 I+C2+1 3 2+C3+2 3 I+C2+1 4 1+C2+1 4 1+C2+I a 2+C3+z4 4 1+G2+1 4 SHOWN IN TABLE KEY BELOW74.000 () NOTES: 1. ANCHOR TYPES: 2 -1/4" ELCO SS4 CRETE- G5) 2 ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 6" MAX. FROM CORNERS & & 25" MAX. O.C. SILL: 6" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: 6" MAX. FROM CORNERS & 17" MAX. O.C, TABL - ANCHOR QTY. 2+C3+2 3 ---PER JAMB y I} HEAD AND SILL ANCHOR QUANTITIES C 24C2+2 2 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C3+2 4 2+G2+2 4 2+(3+2 4 TABLE 4A. NCHORAGE, XOAND OX WINDOWS OVER 50.625 HEIGHT 54.000 63.00 HIGH TO72.000 HIGH 166.000 1 72.000 26.500 B,C,E 14C3+1 4 140+1 41 1+C2+1 4 1+C3+1 1 4 1+C3+1 4 I+C3+1 > I+C2+1 5 1+C3+I 5 1+C3+1 5 1-la+i 5 I+C9+1 5 B 1+C3+1 4 1+C2+1 4 I+C3+1 4 14C3+1 4 L+C3+1 4 1+C3+1 4 I+04+1 5 I+C3+1 5 I+CA+I 5 1+C4+1 5 1+C3+1 5 1+C4+1 5 37.000 E I+C3+1 4 1+(?+1 4 1+C3+1 4 1+C3+1 4 i+C2+1 4 1+C3+1 4 1+C3+1 5 I IC2+1 5 I+C3+1 5 1+C3+1 5 1+C2+1 5 1+C3+1 5 C 14C3+1 4 I+C2+1 4 14C3+1 4 1+C4+1 4 1+C3+1 4 1+C4+1 4 I+C4+1 5 I+C3+1 5 1+C4+1 5 1+C4+1 5 I+C3+1 5 I+C441 5 B 1+C3+1 4 I+C3+1 4 1+C3+1 4 1+C3+1 4 140+1 4 I+C3+1 4 1+C44-1 5 I+C3+1 5 I+C4+I 5 1+C4+1 5 I+C3+1 5 1+C4+1 5 44.000 E I+C3+1 4 1+C2+1 4 I+C3+1 4 I+C3+1 4 1+C2+1 4 I+C3+1 4 1+C3+1 5 I+C2-I-1 5 I+C3+1 5 1+0+1 5 1+C'2+1 5 1+C3+-1 5 C I+C4+1 4 I+C:3+1 4 1+C3+1 4 1+C4+I 5 1+C3+1 4 1+C4+1 4 1+C4+1 5 I+C3+1 5 I+C4+1 5 l+C4+1 5 1+C3+1 5 1+C4+1 5 B I+C3+1 4 1+C2+1 4 I+C3+1 4 I+C3+l 4 I+C-3+1 4 I+C3+1 4 1+C4+1 5 I+C3+1 5 1+C4+1 5 I+C4+I 5 I+C3+1 5 1+C4+1 5 48.000 E 1+C3+1 4 1.+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 A 14041 4 1+C3+1 5 1+C2+1 5 I+C3+1 5 1-K,Z3+1 5 1+C2+i S 1+C7+i 5 O� C 1+C4+1 4 1+C23+1 4 1+C4+1 4 1+C4-1 l 5 1+C3+1 4 i+C4+1 4 1+C4+1 5 I+C3+1 5 1+C4+1 5 1+C441 5 1+C3+1 5 1+C4+1 5 B 1+13+1 4 I+C2+1 4 1+C3+I 4 I+0+1 4 1+C2+1 4 I+C3+1 4 1+C3+1 5 1+C3+1 5 I+C3+1 5 1+C4+1 5 1+C3+1 5 1+C3+1 5 53.125 E I+C3+1 4 1+C2+1 4 4 140+1 4 14Ch+1 4 1+C3+1 4 1+C3+1 5 1+C2+1 5 14C3+1 5 I+C3+1 5 L+C2+1 5 I+C3+1 5 C 2+C4+2 5 1-r0+1 4 4 I+Cs1+1 5 [+C3+1 4 I+C4+1 4 1+C4+1 5 I+C3+1 5 1+C4+3 5 l+CA-fl 5 I+C3+1 5 1+C4+1 5 B 2+C3+2 4 1+C2+1 4 J24-C4+2 4 i+C3+1 4 1+t2+i 4 I+C3+I 4 1+L3+1 5 1+C2+1 5 1+C3+1 5 1+( 3+1 5 I+C2+1 5 1+C3+ 1 g 63.000 E I+C3+1 4 1+- 2+1 4 4 1+C3+1 4 1+C2+1 4 1+C3+1 4 1+C3+1 5 I+C2+1 5 1+C3+1 5 I+C3+1 5 I+C2+1 5 i+C3+1 5 C 2+C4+2 5 I+C34.1 4 4 2FC4+2 5 I+C3+1 4 2+C4Q 4 1+C4+1 5 I+C3+1 5 14C4+I 5 14,C4+1 5 1+0+1 5 I+C4+1 5 B 2+C3+2 41 I+-C2+1 4 2+C3+2 4 1+C3+1 4 1+C24-1 4 1+C3+1 4 1+C3+1 5 1 14C2+1 5 I+C3+1 5 I•FC3+1 5 I+C2+1 5 14C3+1 5 66.000 E 1+0+1 4 1 1+C2+1 4 1+C3+1 4 ]- 0+1 4 1+C2+1 4 I+C3+1 4 1+0+1 5 I+C2+1 5 I+C3+1 5 I+C3+1 5 I+C2+1 5 I+C3+1 S C 2+G3+2 5 2+C3+2 4 2+C4+2 4 2+C4+2 5 1+C3+1 4 2+C4+2 4 2+C4+2 5 1+0+1 5 2+CA+2 5 I+C4+1 5 I+C3+1 5 1+CA+l B 2+0+2 4 740+1 4 2+0+2 4 2+C3+2 4 1+0+1 4 2+0+2 4 2+4"142 5 14C2+1 5 2+C3+2 5 24C•4+2 5 I+C3+1 5 2+C4+ 5 74.000 E [4t2+•1 4 1+C2+[ .2+C2+2 4]-IC7+1 4 1+C3+1 4 1 + 4 [+C3+1 4 1+C3+1 5 1+C2+1 5 14C3+L 5 1+(3+l 5 1+C2+] 5]+(2 ] 5 G 2+C3+2 4 4 24C 3+2 4 2+C4+2 24C3+2 4 +2 4 2+C3+2 5 1+G2+1 5 2+C3+2 5 2+CA+2 5 1+4 3+] 5 2 KA 2 S A CLUSTER OF (3) ANCHORS AT THE MEETING RAIL, PLUS (2) ANCHORS AT OPERA VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND S-11-6 "MIN. O.C. AN CHANGE THIS SHEET 1070TECHNOLOGY DRNE ANCHORAGE SPACING, XO AND OX WINDOWS V SHEET, CONSOLIDATED ANCHORAGE SPACING. NOKOMIS, FL 34276 P.O. Bcgx 1529 ALUM. HORIZ ROLLER WINDOW HD MTG. RAIL "(37NOKOMIS,FL342T4 T/rsrbdyliesrff s.+�naoee p- 97810T HwI NTS 9 d 42 266-2 D obe L. Clark. P.E. PE #39712 Structural ABLE 5. ANCHORAGE, XOX 1/4-1/2-1/4) WINDOWS TO 44.000 HIGH HEIGHT ANCHOR TYPE 26.000 38.375 44,000 & SUBSTRATE 1, CONC 2, CONCrHEAD 1, CONC 2, CO 2,3, NC 2, CONC 2,3,WOOD G J ° HEAD 8 �2-- HEAD & HEAD & HEAD& - HEAD & � HEAD & g HEAD & a HEAD &SILL -i SILL -a, SILL SILL �, SILL ¢ SILL Q SILL SILL 84.000 C I+C2+3+C'2+1 2 I+C7+2+a+1 2 1+C2+3+C2+1 2 I+C3+3+C:3+1 3 I+C2+2+(-2+1 3 1+C3+RC:3+1 3 1+C:4 E I+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 I+C3+3+C3+1 3 1+C2+2+C2+1 3 I+C3+3+C3+1 3 1+C3 B I+C24-3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C'2+3+C2+1 3 I+C2+2+C2+1 3 i+(2+34C'2+1 3 I+C3 90.000 C 1+C2+3+C2+1 2[+C2+2+C2+1 2 I+C21-3+C2+1 2 1+C3+4+0+1 3 I+C2+3+C7+1 3]+q+3+0+1 3 I+C4 E )+C2+3+C2+1 2 I+C2+2+C2+1 2 I+C2+340+1 2]+C3+3+C3+1 3 14C2+2+C2+1 3 I+C2+3+C2+1 3 HC3 B ]+C2+3+C2+] 2 I+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+113 1+C2+2+C24.1 3 1+(2+3+C2+1 3 1+0 96.000 C 1+C2+3+C2+1 2 I+C2+2+C2+1 2 I+C2+3+C2+1 2 1+Cj+4+C3+1 3 I+CZ+3+C2+1 3 1+C2+3+C2+1 3 J+C3 E 1+C2+3+C2+1 2 1+C2+2+C2+1 21 1tC2+3+C2+1 2 1+q+3+C2+1 3 1+C2+2+122+.1 3 1+CZ+3+C2+1 3 14C3 8 1+C2+3+0+1 2 1+C2+2+C2+1 2 14C+3+C2+1 2 1+C2+3+C2+1 3 I+C2+2+C2+1 3 1+C2+3+C2+1 3 I+C2 106.375 C 14(.2+3+C2+1 2 I+C2+2+CZ+ 1; 2 1 I+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C2+3+C2+1 3 I+C2+3+C2+1'3 1+6 E 1+{2+3+C2+1 2 1+C2+2+C2+1 2 I 1+C2+3+C2+1 2 I+C2+34�1 13 1+C2+2+C'2+1 3 i+C2+34.0+1 3 I+C2 8 1+C2+3+C2+1 2 I+C2+2 K 2+1 2 1+(2+3+(-2+1 2 I+C2+3+C2+1 3 I+C2+2+CZ+1 3 1 1+C2+3+0+1 3 1+0 111.000 C 11C2+3+C2+1 2 N-C2+2+C2+1 2 1+C2+3+C2+1 2 I+C2+3AC2+1 3 I+C2+2+C2+1 3 I+C2+3+C2+1 3 I+C3 E 14C2+3+C2+1MI+C2+2+C2+1 1+C2+2+C2+1 2]+C2+3+C24-1 3 I+C24-2K2+1 3 1+C2+3+C2+1 3 I+C2 B I+C2+3+C2+1 I+C2+3+C2+-1 2 ]+C2+3+C2+-1 3 1+C2+2+C2+1 3 1+C2+34•C2+1 3 14C2 120.01M C I+(2+3+C2+1 1+C2+3+ram+1 2 HC2+,3+C2+i 3 1+(x+2+C2+1 3 t+C2+3+a+1 3 14C2. E 1+C2+2+C2+1 I+C2+2+C2+1 2 1+tom+3+C2+1 3 1+C2+2+C2+1 3 I+C2+3+C2+1 3 140- TABLE SA. ANCHORAGE, XOX (114-1/2-1/4) WINDOWS OVER 44,000 HIGH TO 63,000 HIGH EIGHT ANCHOR TYPE 50.8 54,000 B 1+C2+I+0-+I 4 1 1+0+1+0+1 14 1+C2+1+C2+1 4 I+C2+I+C2+1 4 1+C2+1+C2+1 4 ]+q+1+C2+1 4 1+C2- 53.125 C 1+C3+2+C3+1 d I 1+C2+1+C2+114 I+C3+2+0+I 4 I+C3+2+0+14 1+C2+1+C2+1 d 1 1+C3+2+C3+1 4 IT -. E I+p+2+C3+1 4 ]+C2+1+(2+1 4 I+C2+2+C2+1 4 I+C3+-I+123+I 4 I+C2+1 (.2+1 4 1+C2+1+C2+1 4 1+C3- B 1+02+2+0+1 4 1+C2+2+C2+I 4 I+C2+2+C2+1 4 1+C2+2+(2+1 4 1+0+14C271 4 1+C24.2+C2+1 4 I+1224 74,000 C I+C4+34,C4+1 4 1-IL2+24-C2+1 4 I+C4+3+C44.1 4 1+C3+2+C3+1 4 1+CZ+2+C2+1 4 1 C342+C3+1 4 I+C34 E I+C2+2+C2+1 4 I+C2+I+C2+1 4 1+C2+24C2+1 4 1+C2+2+C2+1 4 1+C2+1+C2+14 I+(2+2+C2+1 4 I+C2+ B 1+C2+2+C2+1 4 l+(2+2+C2+1 4 1+C2+24(2+1 4 1+G'2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 I+C24 84.000 C 1+G1+3+C4+1 4 1+C2+2+C2+1 4 1+C4+3iC4+1 4 I+C4+3+C4+1 4 I+C2+2+C2+1 4 I+C4+3+CA+l 4 1+C34 E 1+C3+..3+C3+1 4 I+C2+2+C2+1 4 I+C3+3+0+1 4 I+0+2+C3+1 4 I+C7+2+C2+1 4 1 I+C2+2+C2+1 41 1+C34 B 1+C3+3+C3+1 4 I+ +2+(2+1 4 [+C2+2+C2+1 4 I+C2+2+C2+1 4 1+(2+2+C2+1 4 1 14{2+2+C3+1 4 I+C2-4 90.000 C I+C4+3+C4+I 4 I+C2+2+-CZ+I 4 14(:4+34C4+1 4 14C4+3+C4+1 4 1+(2+24C2+1 4 1 1+C4+3+C4+1 41+C44 E 1+C3+3+C3+1 4 I+C2+2+C2+] 4 1+C3+3+C3+1 4 14C4+34Ca+1 4 1+C2+2+C2+1 41 1+C3+34C3+1 4 1+-C34 B I+C313+q+1 4I+C2+24{2+1 4 1+C3+3+C3+1 4 1+0+3+0+1 4 1+CZI-2404.1 4 1+C2+2+C'2+1 4 14C24 96.000 C 14fi4+4+C4+1 4 14C3+3+0+1 4 14-C4+4+C4+1 4 I+C4+3+C4+1 4 1+C2+2+C2+1 q 1 I+C4+3+C4+1 4 1+C44 I- I4C3+3+C3+1 4 1+C2+2+G2+1 4 1+0+3+0+14 I+C3+3+q+1 4 )+(2+2+C2+1 4 1-1-0 34C3+1 4 N-C4+ B 1+0+3+C3+1 4 1+C2+2+C2+1 4 HC3+3+C3+1 4 1+C3+3+C3+1 4 1 I+C:2+2+C2+1 4 1+C3+3+C3+1 4 1+C3+ 106.375 C I+C3+4+C3+14 I+C3+3+C3+1 4 I+q+4+C3+1 4 ]+01+4+C4+1 41 HC3+3+C3+1 4 1+C4++tCA+1 14 1+C4+ E 1+C3+3+C3+1 4 I+C2+24(2+1 4 1+C3+3+C3+1 4 I+C3+3+C3+1 4 1+C2+2+C2+1 4 I+C3+3+C3+1 d 1+C4+ B I+C3+3+C3+1 4 1+0+2+0+1 4 1 I+C3+3+C3+1 4 1+C3+3+C3+1 41 1+C2+2+C2+1 4 1+q+3+(-3+1 4 1+C3+ 111.000 C I+C3+4+C3+1 4 1+C2+3+C2+I 4 1+0+4+C3+1 4 i+C4+4+C4+1 4 1+C3+3+0+1 4 1+C3+4+C3+1 4 I+CA+ E l+o+34(' +1 4 1+C2+2+C2+1 4 1+0+3+0+1 4 I+0+3+0+1 4 I+ 2+24(2+1 4 1+C3+3+q+1 4 1+C4+ B H-C3+3+C3+1 4 I+C7F2+C2+1 4 ]+U-+3+C2+1 4 1+C3+3+0+1 4 I+C2+2+C2+1 4 )+C3+3+C3+1 4 I+C3+ 120.DOD C 14C3+4+C3+1 4 I+C2+3+C2+1 4 I-1C3+3+q+1 4]+(�+C3+-1 d 1+C2+3+Cx41 4 1+C3+4+C3+1 4 1+(4+ E 1+C3+3+C3+1 4 l+t~�+Z+C2+) 4 1+(2+3+(2+1 d 1+C3+3+(3+► 4 1+C2+2+C2+] 4 1+C3+3+q+I 4 1+C3+; THIS SHEET 18" � MAX. rMAX. 0.6. 6" MMAAX ;-i- T- X ^- I MTG. RAIL, TYP. EXAMPLE (102) ANCHOR CLUSTER 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 3 1+(2+2+C2+I 3 I+C3+3+C3+1 3 3 1+C2+2+C2+1 31 I+C3+3+C3+1 3 3 1+C3+-3+C3+I 3 I+C3+440+1 3 18" 3 I+-CZF2+0+1 3 I+0+3- q+] 3 '� -g" MAX. i —MAX. O.C. 3 I+C2+2+C2+1 3 140+3+C,+-1 3 —r--r f 11-- 3 I+C2+3+C2+l 3 1+C3+4+0+1 3 6" MAX• 3 RC2+2+C2+1 3 I+C3+3+C3+1 31 X O X 3 I+C2+2+C2+1 3 I+C2+3+C2+1 3 3 I+C2+3+C2+1 3 I+C3+3+0+1 31 MTG. RAIL, TYP. 3 1+C2+2+C2+1 3 I+C2+34C2+1 3 3 I+CZ+-2+L2+I 3 I+C2+3+C2+J 3 3 I+C2+-3+C2+1 3 I+C2+3+C2+1 3 EXAMPLE (C3) ANCHOR CLUSTER 3 I+C2+2+C2+1 3 I+C2+3+C2+1 3 (SHOWN IN TABLE KEY BELOW) 3 1+(2+-24 C2+1 3 1+C2+3+(2+1 3 3 1+C2+3+C2+1 3 I4 +3+CI.+J 3 NOTES: 3 14-CL+2+C2+1 3 1+(2+3+C1+1 3 1, ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 63.000 3 - #12 STEEL SCREWS (G5) 4 I+C2+1+C2+1 4 I+C2+1+C2+1 4 2. ANCHOR QUANTITIES ARE PER 4 1+C2+1+q+1 4 1+C3+1+C3+1 4 ADJACENT TABLE AND BASED ON 4 1+C24.1+C2+1 4 1+C3+1+C3+114 THE FOLLOWING DIMENSIONS. FOR 4 1+C2+I+C2+1 4 1+0+2-0+1 4 WINDOW SIZES NOT SHOWN, GO TO 4 l+(2+2+C2+1 4 1 I+C3+2+-C3+1 4 NEXT LARGER WINDOW IN TABLE. 4 I+C2+I+C2+1 4 14 C2+24a+l 4 4 1+-C2+2+C2+1 4 1+02+24C2+1 4 HEAD 6" MAX. FROM CORNERS & 4 1+C2+2i(M+1 4 1+C3+-2+q+1 4 & 18" MAX. O.C. 4 1+C2+2+C2+1 d 1+q+2+C3+1 4 SILL: 6" MAX. ON EACH SIDE 4 i+C2+2+c�1 4 I-(2+2+C2+1 a OF MEETING RAIL CENTERLINE. 4 1+0+2+C2+1 4 14C3+2+C3+1 4 4 I+C2+2+C2+1 4 l+C3+2+C3+1 4 JAMBS: 6" MAX. FROM CORNERS & 4 I+C2+24C12+1 4 1+C2+24C2-1-1 4 17" MAX. O.C. .A I -._ 4 1+C2+2+C2+1 4 I+C4+3+C4+1 4 _ 4 I+C2+2+C2+1 4 14+2+C3+1 4 TABLE KEY: 15R1a' t as =�3CaU Ul (3 41+C2+2+C2+1 41+C2+-2+C2+I 4 X 0 X 01116127. 4 1+(2+2FC2+1 q l+(4+3+C4+1 4 1+C2+3+C2+1 ANCHOR QTY. BY. 3 �--pER JAMB 4 1+C2+2+-C2+1 4 I+C4+3+C4+1 4 4 I+C2+2+C2+ 1 4 1 +C3 4-3+C3+ 1 4 4 1+C2+2+C'2+I 4 1+CA+3+Cd+1 4 HEAD AND SILL ANCHOR QUANTITY. 4 1+C2+2+C24.1 4 149+3+C;4+1 4 A CLUSTER OF (2) ANCHORS AT EACH 4 )+C2+24C2+1 4 I+C3+3+C3+1 4 MEETING RAIL, PLUS (1)ANCHOR AT EACH OPERABLE VENT, PLUS (3) %' 4 1+C3+3+C3+! 4 I+CA+4+C4+1 4 > / / 4 1+C2+2+C2+1 4 I+C3+34,C3+1 4 ANCHORS AT FIXED SECTION. (B) ,q ANCHORS TOTAL AT HEAD AND SILL. ; (3" MIN. O.C. ANCHOR SPACING) D TEOHN DRIVE Fl. S idOKOMIS, R 4275 P.O. BOX 1629 NOXOM19, FL 34274 T Zdhly'9erwr ANCHORAGE SPACING, XOX 114-112--114 ek, ALUM. HORIZ. ROLLER WINDOW HD MTG. RAIL P.E. md"sft&tsee e1� D-refa PE #39712 HRWI NTS 10 a 12 268-2 D Structural TABLE 6. ANCHORAGE, XOX (113.113-1l3) WINDOWS TO 44.000" HIGH HEIGHT ANCHOR TYPE 26.000 38.375 44.000 & SUBSTRATE 1, CONC T 2, CONC I 2,3,WOOD 1, CONC 2, CONC 213.WO0D 1, CONC 2, CONC 2,3,WOOI 1=- Qo d p o�0 p m ° °� t/J HJ vJ edco co Q J g Q J ,ram. J d' Q Q J dp' Q J "2 Q J 5 O~ _� Sul =Vi T� .wTN 2� i n < 2N < _im 48.000 B,C,D,E ]+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+I+C2+1 3 I+C2+I+C2+1 3 1+C2+I+C2+1 3 I+C2+I+C2+1 3 1+C +-I+C2+1 31 f+C2+l+C2+I 53.125 B,C,D,E )+C2+1+C2+1 2 1+C2+I+C2+1 2 ]+C2+]+C2+1 2 I+C2+]+C2+1 31 I+C2+1+C2+13 I+C2+I+C2+1 3 I+C2+1+C2+13 1+C2+I+C2+1 3 i+C2+1+C2+1 60 000 E I+C2+1+C2+1 2 I+C2+1+C2+I 2 1 1+C2+I+C2+1 2 I+C2+I+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C3+14C3+1 3 1+C2+I+C2+1 3 1 )+C3+1+C3+1 B,C I I+C2+I+C2+1 2 I+C2+1+C2+1 2 1+C2+]+C2+1 2 I+C2+1+C2+1 3 1+C2+]+C2+1 3 1+C2+1+C2+1 3 I+C3+I+C3+1 3 1+4C2+1+C2+1 3 1+C3+]+C3+1 74.000 E I+C2+1+C2+1 2 1+C'2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+]+C2+1 3 I+C2+1+C2+1 3 1+C2+]+C2+1 3 1+C2+1+C2+1 B,C I+C2+14C2+1 2 I+C2+I+C2+1 2 ]+C2+1+C2+1 2 1+C2+I+C2+1 3 I+C2+]+C2+1 3 1+C2+)+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 14C2+I+C2+1 84.000 E I+C2+1+C2+1 2 I+C2+1+C2+1 2 ]+C2+]+C2+1 2 I+C2+1+C2+] 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+{,'2+1+C2+1 3 I+C2+l+C2+1 B,C I+C2+1+C2+1 2 I+C2+1+C2+1 2 i+C2+1+C2+1 2 I+C2+1+C2+] 3 1+C2+1+C2+f 3 1+C2+I+C2+l 3 1+C2+1+C2+) 3 14{x+1+C2+1 3 14 CZ+]+C2+1 90.000 E I+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+I+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1tC2+1+C2+1 3 1+C2+I+C2+1 3 1+C2+1+C2+1 B,C ]+C2+i+C2+1 2 1+C'2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+]+C2+] 3 I+C2+I+C2+1 3 1+C2+1+C2+1 3 ]+C2+1+C2+1 3 1+C2+1+CL+1 3 lrC2+I+C2+l TABLE 6A. ANCHORAGE, XOX (1/3-1/3-113) WINDOWS OVER 44.000" HIGH TO 63.000 HIGH 1i�I�Hr 50.625 54.000 63.000 48.000 B,C,D,E I+C3+1+C3+1 4 1+C2+1+C2+1 4 1+C3+i+C3+i 14 1+C3+1+C3+1 4 I+C2+1+C2+1 4 1+C3+]+C3+1 53.125 B,C,D,E 1+C3+I+C3+1 4 1+C2+1+C2+1 4 I+C3+I+C3+1 4 1+C3+I+C3+1 4 1+C2+)+C2+7 4C3+I+C3+1 1+ 4 ]+C3+1+C3+1 4 )+C2+1+C2+1 4 1+C3+1+C3+1 4 E 4 1+C3+I+C3+1 4)+C2+1+C2+1 4 I+C3-F1+C3+1 4 60.000 B.C. 1+C3+i+C3+i 4 1+C2+1+C2t1 4 i+C3+l+C3+1 4 1+C3+I+C3+1 4 I+C2+1+C2+1 4 I+C3+]+C3+1 4 1+C3+I+C3+1 4 1+C2+1+C2+1 4 I+C3+I+C3+1 4 I+C3+l+C3+1 4 1+C2+I+C2+1.4 1+C3+)+C3+) 4 I+C3+1+C3+1 4 I+C2+1+C2+1 J 4 1+C3+]+C3+1 4 1+C3+1+C3+) 4 1+C2+1+C2+1 4 1+C3+1+C3+1 4 74 000 E 1+0+)+C3+I 4 1+C2+1+C2+1 4 I+C3+]+C3+1 4 ]+C3+]+C3+1 4 I+C2+1+C2+11 4 1+C3+1+C3+1 4 I+C34-I+C3+11 4 1+C2+1+C2+1 4 I+C3+I+C3+1 4 B,C I+C3+1+C3+1j4 1+C2+1+C2+114 1+C3+I+C3+I 4 1+C3+1+C3+I 4 1+C2+]+C2+114 i+C3+)+C3+1i4 )+C3+1+C3+114 I+C2+1+C2+1 4 1+C3+I+C3+1'4 84.000 E B,C I 1+C2+1+C2+I'4 J+C2+14C2+1 4 1+C2+1+C2+114 I+C3+l+C3+1 4 I+C2+1+C2+1'4 1+C2+1+C2+1i4 I+C3+l+C3+1'4 I+C2+I+C2+1 4 1+C3+1+C3+1 4 I+C3+14C3+1 4 1+C2+1+C2+1 4 I+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C2+1+0+1 4 1+C3+I+C3+1 4 I+C3+I+C3+] 4 1+C2+I+C2+1 4 I+C3+1+C3+1 4 90.000 E B,C I+C2+]+C2+I 4 1+C2+I+C2+1 4 1+C2+1+C2+1 4 1+C2+I+C2+1 4 I+C2+I+C2+1 4 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 4 1+C3+1+C3+1 4 )IC2+J+C2+1 4 J+C2+1+C2+1 4 I+C2+l+C2+1 4 I+C3+I+C3+1 4 1+C2+1+C2+1 4 I+C2+I+C2+1 4 1+C3+J+C3+1 4 I+C2+1+C2+1 4 1+C3+I+C3+1 4 �-6 M � MAX. ( I�� - 6" MAX.j+-►f--18" MAX. O.C. 61' _X O MTG. RAIL, TYP. EXAMPLE (132) ANCHOR CLUSTER CHANGE 7H/SSHEET 1131107 MAX. O.C. 6" MAX92� - rI 0��MTG. TRAIL,. EXAMPLE (C3) ANCHOR CLUSTER (SHOWN IN ADJACENT TABLE KEY) NOTES: s 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2. ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 6" MAX. FROM CORNERS & & 18" MAX. O.C. SILL: 6" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: &' MAX. FROM CORNERS & 17" MAX. O.C. TABLE KEY: X X ANCHOR QTY. 1+C3+1+C3+1 3 +—PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS AT EACH MEETING RAIL PLUS, (1) ANCHOR AT EACH OPERABLE VENT, PLUS (1) ANCHOR AT FIXED SECTION. (0) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) ro rEct+NOLoI- owvE ANCHORAGE SPACING XOX 1/� NOKOMIS, F� my DI rac P.O. SOX 1628 X.-- ALUM. HORIZ. ROLLER WINDOW (HD MTG. NOXOMIS, FL 3427a I Vtsrbly Betrer srM.amm�c soiK .sax _ n,„epua FIR201 NTS 11 d 12 268 2 fl',Nf(SS �E4 Si•: 'r"ij.'f,�,w'ii`1$�: 1'd4 r6S ��/off" 1�71s>alYcs� Nsedr<cf. Dlrklo lay /-xv 1�p ZlwekL.E. PE#39712 swaumi r I 3/4" MIN. 13/4" M)N.�f I E.D. E.D. �I 4.�i. .y • x WOOD BUCK, SEE NOTE 3 0"*: 1 -1 1 318 MIN. •"� ,• } SHIM CONCRETE SEE NOTE 1 TYP. HEAD SECTION TO CONCRETE EXTERIOR INTERIOR (HEAD 8 SILL DETAILS) CONCRETE SEE NOTE 1 1 /4" MAX. r SHIM M N. .. '�•''�: 4. •�• -- 3/4"MIN. E.D. _MIN. E.D. TYP. SILL SECTION TO CONCRETE SHEEP 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY 2xBUCK APPROVED 114" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM SEE NOTE 3 ANCHOR TO CONCRETE EDGE IS 1 3/4". CONCRETE TO BE 3.4 KSI MIN. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 412 SCREWS OR 114" 8S4 — CRETE•FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE _ 1 3/8" INSTALLED DIRECTLY TO S WOOD BUCKS DEPICTED AS 2x ARE 1112 M,N. THICK OR GREAT E9 iBN +G THB 3 CKS TO BE SHIM WOOD SEE NOTE 2 TYP. HEAD SECTION TO WOOD WOOD SEE NOTE 2 1 /4" MAX. SHIM M N. a 2x WOOD BUCK, SEE NOTE 3 TYP. SILL SECTION TO WOOD ENgjN§p9MY OTHERS OR AS APPROVED BY AUTHORITY HA OM-t!0M6 fg*ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL SEA MINIMUM STREN TH OF 083-T5 AND A MINIMUM OF 118"THICK. THE ALUMINUM STRUCTURAL MEMBER HALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO TH SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #1 HEE METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE R E MET, THE RESPECTIVE DESIGN PRES S AND MINIMUM ANCHO P SPECIFIED IN THIS NOA ARE APPLICABLE. MATERIALS, INCLUDING BUT NOT LIMITED TO STEE S, THAT COME INTO CONTACT MATERI THE REQUIREMENTS OF FBC, RENT EDITIQI�_�- rT. T, 1 /4" MAX. SHIM 1x WOOD BUCK, SEE NOTE CONCRETE ANCHOR, SEE NOTE 1 INTERIOR (JAMB DETAILS) EXTERIOR V 1 318" MINA+— i TYP. JAMB SECTION TO CONCRETE 1 3/8" MIN. 1 /4" MAX. SHIM WOOD ANCHOR, SEE NOTE 2 TYP. JAMB SECTION TO WOOD o.Ec,,,,,aw,, oR ANCHORAGE DETAILS NOKOMIS, FL U275 Tr P.O.BOxlsa ALUM. HORIZ. ROLLER WINDOW D MTG. , NOKOMM FL 34274 lfbib& Better srr paseas arnx ueweiw. y,22ol Half 12 d 12 268 2 1:3�acstf Oeea.,rs�sCe�trol 2x WOOD BUCK, BY, SEE NOTE 3 Y. r ` ob ' L. Clark, P.E. PE 7#39712 D Strudural CURVE RADIUS ARC LENGTH CENTRAL ANGLE Cl 1600.00 37.69' 01020'59" C2 600.00 14.33' 01'22'05" C2 1751.00 52.01' 01'42'07" 13.00' n� 0 yk J 1' f 3 '2 *a tAn t . G0 tea. O?� 26. c vot- p,O�P�B" � ~° O 1 v OrIG G fLE OR 0' 'big pO ZG� 33.2' a: Q. A J�3 yZn o N�rs' s. r i'o foON°R �� \ELON��9 6.0' ' d- 3� �p - w eV �Pv Q V wz� z5� �.02 o 60N�� 6.0' vO CERTIFIED TO: JAMES E. & PEARL L. PALLATRONI MAP OF BOUNDARY SURVEY . DESCRIPTION LOT 5, RIVERPOINTE AT THE SANDS, —PHASE 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39, PAGES 12 AND 12A OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOTES: u 1.) BEARINGS BASED ON THE ASSUMPTION THAT THE -CENTERLINE OF CARACAL DRIVE BEARS S 2644'21" E PER THE PLAT OF RIVERPOINTE AT THE SANDS. —PHASE 1. 2. ELEVATIONS 'EL=6.71' BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 3. LOT DIMENSIONS ARE AS PLATTED(P) AND SURVEYED(S) UNLESS OTHERWISE NOTED. 4. PROPERTY LIES WITHIN SECTION 25. TOWNSHIP 34 SOUTH, RANGE 40 EAST. REVISIONS NOT VALID 07HOUT 7HE SIGNA7URE AND 7HE ORIGINAL RAISED Svi L" J. smu (2)PLOT PLAN 4-27-04 SEAL OF A FLORIDA LICENSED RVEYOR AND MAPPER LAND FORM BOARDS 6-16-04 ,, Z� " - 7-': -, �SUf�tVEYlNGmc FINAL SURVEY 2-14-05 PROFESSIONAL SU OR AND MAPPER IN RESPONSIBLE,, CHARGE WIWAM' J. SUITER .. =FLORIDA.'�CERTIFlCATE N0. 4210' ,.STEVE`:P:"CAR)EOHINE .FLORIDA.CERTIFICATE NO. 4895 °CERTIFICATE OF. AUTHORIZATION '#L-B"'5419 IM CANOVA STREET &L 04 72114 3 _J PALM BAY. FLO1 D)A 32M FAX M 729.6773 FLOOD ZONE AE FLOOD INSURANCE RATE MAP NUMBER 12111 CO181 G DATE' QF SIGNATURE COPYRIGHT 0 2005 YY1W' 44 J..:SUflgER LAND -SURVEYING INC. ALL RIGHTS RESERVED SURVEY DATE: FEBRUARY 14, 2005 SCALE: 1" = 20' 1 FIELD BOOK: 75 1 P(AGE:-'51 JOB _NUMBER: 04-03 1)