Loading...
WS-06-1486Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/14/2006 Inspector: Grande, Claudio Permit Type: Windows /Shutters AU6 15 RECD Inspection Type: Final Work Classification: Window /Door Replacement Owner: MADIGAN, DEAN Job Address: 1226 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Block: Phone Number 305 - 951 -2920 Parcel Number 1132050090060 Lot: Building Department Comments Thursday, August 10, 2006 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, August 10, 2006 Page 1 of 2 moo. Co 1100 4r n BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores Florida 33138 Tel: (305) 795.2204 Fax: MCME �. 1 2006 6.8972 BY Permit Type (circle): rBuildingg Electrica Owner's Name (Fee Simple Titleholder} 1J em.. . '�1 � �,,.� Phone # 30S — Si µ 29 a.Q Owner's Address 1 I."., (. N% 100 S- 1-o.c. " V City 1 \i'o Slelo v`c S State FL Tenant/Lessee Name Permit No. aster Permit No. Plumbing Mechanical Roofing Zip T3 FIR Phone # fzw Job Address (where the work is being done) 0.3•(r, N - too Sk-terx c City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO X Contractor's Company Name 1- " Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1(� O(,C 7 Square / Linear Footage Of Work: Type of Work: OAddition ['Alteration []New ► Repair/Replace [] Demolition Describe Work: plat c{ W ttno(.cw LAri 44^ ly Cu tJJ'i1•,o&e4•r C.) ltgatZ****** * * * * *** * * * * * * * * * ** * * * * * * * *Fee ** ************ * * * * * * * * * *,� * * * * * ** * * *** * * *,� ** Submittal Fee $ Permit Fee $ p ao __---- CCF $ CO'CC Notary $.5° CDC, Training/Education Fee $ Scanning $ . 0 Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Technology Fee $ 1. Zoning $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR -IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection ' of be approved and a reinspection fee will be charged. Signature Signature Owner or A j>nt Contractor The fore. oing instrument was acknowledged be re me 's The foregoing instrument was acknowledged before me this day of ,20 ,20 ,by who is perso lly known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. Cdly far Of As identification and who did take an oath. NOTRY PUBLIC: 1 NOTARY PUBLIC: Sign: Print: My Comm,' ssion Expires: A Sign: ez 455 Print: F2 27, 2009 My Commission Expires: tic Bonding Co., Inc. ***** **** **** *t*i* * * * *** **,r**** *,.,**** sir* **** * *,r. ,:iraY,Y **** *** ***ir***** *qtr* rat * * ** * ** ******* *,raker ** APPLICATION APPROVED BY: (Revised 02/08!06) Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: l Mot.01C5 o • DATE: c.—. ADDRESS: L1 3 ( t ,54„ir„c. _C#- Do hereby petition the Village of Miami. Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or itnprove a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for.yaur own. use and occupancy. It may not be built for sale or lease: If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any .person working on your building who is not licensed must work underyour supervision and must be employed by you, which means.thatyou must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initia 3. .I have an understanding of the 2004 ..FBC & FRC "'and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. 1' understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. 5. I understand that as an owner- builder, that any contractor disputes with sub - contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. InitiaF(-- 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial %2-- 8. I. understand that under state and local laws I can not do • any Electrical, Plumbing, Heating, Air & Roof work on niy property with out first obtaining the proper permits by licensed. contractors. Was acknowledged before me this "!' 0 day of Produced there License or Initial who was personally known to me or who has as identification. Commission S Abase acs ear Ve-55 � '(��ok rvcrw. �►nKlt`ia�. :V 110%5 riZrole-. 3 Y 7 �}P ••••■ • • • • . .. • .. j •• • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••••• • • • • • •••• • • • •••• • • • 9- a'4 .N • iGo . ' • T IM to IM o • *.5t cv I$::F :2) • • • ••• • • • • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • IO Miam —M5=hollage 9 PPROVED VYING DEPT SURIECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1 e (48G • ayNcA \oor l� ....... • • • .. • • • • • •• ••• •• • • • • • • .•• • • • • • • • • • • • • • • • • • • • •• • • • . • . • •• v-. `x..e -4, 1..14— Vto 5.1414A ley% *b S1) • • • • • • • . • • • • •. .• • • • •. .• ••• • • • ••• • • • • • •• 1-7 I AC IC1a5�T i 1(�e-d,v-o© t■ Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact LD or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF w iioNd i 4 ..cL o . o-i SS-. b� s� 7L( A tai M0 WO YD'S u►.Nab w 04..Q . d 1 sus- ss 14 ir i, (.03 NO i'r.s YE'S rvtc..tt;o+.•. as . _ -04101- $02.44 3- sia" /u.44 tia -- _. _. a wiv.,a.eycv 0't -019.4 ,ai ss S • • 9 a {eN Mp MO it'i:`S Li Ui eve Acuo 1, 4 -o 11.0, o-I 5'S 5-.5" 7Y ae fo' /ti Il10 Flo k" aS S t� r ra v 0 4 -Oi 9, . 01 `' s- ' s'S 7`{ �3g I PO MO YlxS t m tot) s - s ^ . o t c c,a 09 •• 01 %0 -01 S 55 °7 4, A SC/1.1 A) %10 VS'. 7 w ttieoia..,v 04 ..0t L0 , oA 5 S 55 36' (44 .i<. a MO WO S e t�./t of-t' rotX°.Dl f 0 as 34,E s 3 NO NO TVS °t WO t1 -out. 9 t .5-s-- .S-5- 5) A IL, 'kJ O tj0 te g S t0 L .....(......../ oq -of' 0 s A. - Sr o^nµilt t e.v% Ci L -42N, , jY - 37 ,t f03 rl + g 3 yt 4•9 i tik) - 041.-010 4 ,mss- ,c *--• 74 $ j,3 IV O AI Y O'S :...: 0 - tU 01 , 5- .5-5 14 rh. A silt, :1- 79140-Wt'/z. MO `t#ld.5 — 4FIF witAttio, 0) "', .oF( os i•IY 13 LA) t.. rlow O4 •On 9Orq ss 5'5 3y › /.4A IL. WI 1110 iE 5 tut. LA" ie‘olQ.w •'t - D 1 sto. at SS Si L S 4,...A.. rt 0 .,Olga. a( .ss ' It* t,Att �.�- -• . �t _ o1 . 44 ss t s 46, p A © Yes 1:1 t.�•% • .0I 5.4,..0 1 Sys" 510- 74. f 50464. j.s o go Ys5 t 9 t� . Y..O I x.0-1 si" .S-d" '74 A.51 1(t{ NO jJ•O t •• ••. • • • • • •• • .. • . •• • . • • • • • • • • • • • • • • . ... • • • • • • • • • • • • • •• • • • • • • •• • • • • • • -0--111---- • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah ,FL 33012 Your application for Notice of Acceptance (NOA) of: Aluminum Tube Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1226.14 EXPIRES: 01/25/2007 Raul Rodriguez Chief Product Control Division THIS IS THE COVERS.HEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the coviljtivns sect forth above. • • • • •• •• • •••• • • • • • • APPROVED: 01/31/2002 • ••_ • • • •••� •••• • • • • Franciscq,,j,•Q ntana• R.A. Director .. • • • Miami -Dade aunty • Building t ocJe ompljam+a pffice • •••• • • • •• • •••• • • • \\s0450001 \pc20001 \templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.cam • • • • • Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 01- 1226.14 APPROVED: January 31, 2002 EXPIRES: January 25, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 00- 0301.01, which was issued on September 28, 2000. It renews the approval of an aluminum tube mullions, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Aluminum Tube Mullions and its components shall be constructed in strict compliance with the following document: Drawing No M00 -01, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion," prepared by manufacturer, dated 12/17/01, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement for the opening in which it is to be installed. 3.2 This approval applies to structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.3 Mullions are to be used only to support windows and doors, with a current Notice of Acceptance. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion okbe installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fplitbwigg statement: "Miami -Dade County Product Control Approved ". • • • • • •••• • • 6. BUILDING PERMIT • �' • REQUIREMENTS • • 6.1 Application for building permit shall be accompanied by copies of the following•.. • • • .. •••• • 6.1.1 This Notice of Acceptance '••••` '.•••• ••••• 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of'tI pNptice ceh ptance!. • • • clearly marked to show the components selected for the proposed installaRidtf. • 6 • .1.3 Any other documents required by the Building Official or the South F1otkra Ntilding Cede (SFBC) ". • in order to properly evaluate the installation of this system. • • • •••• • • • •••• • • ul ' odriguez, Chief Product Control Division Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 01- 1226.14 APPROVED: January 31, 2002 EXPIRES: January 25, 2007 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b)Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it allies, shall be provided to the user by the manufacturer or its distributors and shall be ivaija121e for his'pection t t • • the job site at all time. The engineer need not reseal the copies. •• • • ":' • • 8. Failure to comply with any section of this Acceptance shall be cause for termilitron and removal et Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. •••• •••• • • • • • •••• •••• • • • • • • • • END OF THIS ACCEPTANCE • • • • • • Raul Rodrigu Chief Product Control Division MULLION A PI ICATINS VERTICAL OR HORIZONTAL PROCEDURE POR MUWON SELECTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MUWON AS PER FLORIDA BUILDING CODE. 2. USE GRAPHS ON SHEETS No.2 AND 3 TO DETERMINE THE MUWON SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 3. O C1OK �I�o lo DETERMINE THE UR TYPE "OF' ON AND STRUCTURE REQUIRED • • TO ADHIEVES A lie DESI PI• gRINURE. • •• ••• •• • • • •• • • ••• • • • • • • • . • • •• • • • • • • • •• •• • • • • • • • • • • • •• •••. • • • •• • • • • • • • • •• • GENERAL NOTES: 1. MULLIONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5. 3. FOR DETAILS OF ATTACHMENT BETWEEN MUWON AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL. 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ME CONSIDERED. PRODUCT RENEWED ACCEPPANCXSo. lI-1U. 4Y EXP PCP OdYt EVUTLINNOCODECOIMANCEOPPICE ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • ••• • • • • • •• •• • • 130 125 120 115 110 105 100 E 55 75 70 85 80 55 50 as 40 35 30 20 29 30 35 40 45 50 55 60 65 70 75 80 85 118RUTARr WIDTH 04 INCHES in X'2" X 11'8" MULLION 130 125 120 115 110 105 100 5560 55 50 45 1111111111111111111111311111111 11"■■R■■SLI■■ 1IA111■11111111111\■ 111111111111111 1911111111111111111. 111111111111111111111011111111111111 11119111111\ \ \1MII 40 EIMMIIIIIIIIMMEN 111111111►11111111111r► \1111.._ 25 30 35 40 45 50 55 60 15$ 70 75 TRIBUTARY MOTH IN INCHES 1" X 3"X1/8° MULLION 130 125 120 115 110 105 105 t5 70 30 1 1,111■'■.■■.... 1111111111111111111111111111•1111111111111 1111111111.■■...■■■ i1\III►'!III \111 \11111111111111■ 1\ll1111t1II\MIiiNI111■ 111■1\11111■1111\ ■ \1111111■ ►`iii \1111M1111r1111111111 80 85 20 25 30 35 40 45 50 55 50 65 70 75 80 85 TRENTARY YAD1H IN 040RES 1 "X4 "X118 "MULLION PRODUCT RENEWED aaxrrntax", OI t t , 4) • DIVISION CDDECOM8LANCE °FF(C8 NDTE: NUMBERS ON =YES DENOTE uuwoN SPAN frokr ntbsitat om Fl. P10 # 91393 HORIZONTAL RUWOR YEROa, HULUON MULUON SPAN TR®UTARY WIDTH. WI + riz 2 CSAIDIC PRODUCT .• • • • • •• MUWON TROUTARY 14101H> 041 + VO 2 •. • • • • • • •• • • • •. • • • .• T NUN* CW(4WES 441 130 125 120 115 110 105 100 0850 85 8I 75 70 85 00 55 50 45 40 3530 ■111111 •111111■►, ■111■ ■■ inummonnomm ■1111■i■111■■ \`1■■► ■ ■.■11■■►1■.;■.. .■..■■.■■►■■► 1111■►11■.■■■■■.■■ 11 ■L1 ■l\111■110 ■r:!■ 1 ■ ■111■►7 ■ ■ ► ■■ ■11 11\11 ►1 ■13111■ ■■111 .. ■■.11.■■i.■ 1'1111■ ■111■,1111■11.11 11 ■ ■■ ■111 ■ ►1111■ ■■ ■ \ ■■ ■11■ ■1111■ V..■..■•.11■■► ..11.■..■■...■ ...11.11..■■■.. 20 25 30 35 40 45 50 as 80 65 70 75 80 85 1RBUTARY 00TH IN NINES 2 "X4"XijrMULLION 130 125 120 115 110 105 100 80 75 70 65 60 55 50 45 40 �i11u■su■i,■■■�u 11111 ■1■0■ ■ ■ ■ ■ ■■ 111■ \1 ■L•■ ■■■■■ 11111111l1111■ ■11■11111■ ■■ 1111111111111111111111111k11111111 1111.■I1■ ■.■■M1■ ►111111■ \i \■L1! ■1111■ ■ ■l111li;M ■■ ■ ■ ■► 111 \ ■ ►31 ■►\ ■ ■11 \ ■■ !111111111 ■11■ ■ ■11■ 1■■■3■ ►1■ ■':t■•11■ ■111► !\\ ■■ ■iii ■N ■11! ■11\1 \■11■ ■■ ■11\t■1►1111011■1\■ ■■■■.■►...■11E ■■■■..■1111111111■ 1111.■ ■.1111■1111 20 25 30 35 40 45 50 55 60 85 70 75 80 85 RI20TARY SOH 01 INCHES 2" X 6" X us" MULLION PRODUCT RENEWED aa2tPrANCENoa 01-tz16• IM EXPIRATION •.- �,- 0050*IL.DMSION CODSCOMPUANCEOFPICE Z -(7"N FRS HENLIMEZ FL 446 # 51353 130 125 120 115 110 105 100 95 90 to 75 89 90 55 50 IL, L. MMENVIEIL MEMILMIL 4a E'\I \'►. 30 ■ . 25 30 35 40 45 50 55 50 55 70 75 80 85 BMW& MTH 04 NCNB ANCHOR TYPE A&D ARBORS TYPE A, B OR C TR6U1ARY WIDTH= Wl3 144 • • •• • • • • • • •ARMORS TYPE 0, E OR F WRS19r'AR1•Ai01H= W1 + W2 ANCHORS TYPE A, B OR C rR�l•TA!r O•H, • • • • • •• • • ••• •• • 130 125 120 115 110 105 100 11,5 90 85 75 55 50 45 40 35 30 20 O,iiIMME, ■■■11■■■ :nriiiii i\►11111 ■1111■ MOIMMINM.E■ ■1111■ MIMIC M,\„■■ ■1111 MEMONMEMINIMMIIIM ill\ \i \!1111 \ ► \ ■� ■ ■■ IMMEMMIIIM 1111■ IIIMEMEMIEVIEEMMEI 111\► \3 \ ■►i\\ \11\■ IIIIMMINCEMMEMEM MEMI IFIRI \=1111!\■ IIIMMIRMEMMILIEW ■ ■ ■� \�1► \1111■ \`\ 1111■\ ��� \ \ \� \ \� 11■ ■ ■ \ ■\M\\ \ ■► 11■1111■iMORSIE\ 1111 ■ ■ ■ ■ ■ \�� \►\ 11 ■111111 ■111111111111= 25 30 35 40 45 50 55 80 85 70 75 80 85 TRIULARY KITH RI INCHES ANCHOR TYPE B & E 130 125 120 115 110 105 100 IIIMEEMMAIENIEMIME MMOMMiEMIE IMF■ 11 ■„lIM'MEIMIEi'E M 11■11\111111\ \1\111=\ MIIIM\i11\\i ■11 \i 11■ ■MEME 7ti 1 ■M 11 ■ ■ ■LIMMii \i \■ 85511■■11 WIMMi ■ ■■ ■■Ls tii \11` 18675 ■ ■ 11■■■■ 1 \ \►\11■1\\ 11■ ■ ■ ■ \ii■\i:\■ � :5 1111■ ■ ■■1►\ME■ ■\ 11 ■ ■ ■11 ■11\\iM`IE 11■■ ■1111■ ■ ►1MME 11 ■■ ■ ■■ ■ ■ ■\ \111► ■11111111 ■ ■ ■ ■ ■11111�i �11■1111■■■■■■■■\' ■ ■ ■ ■ ■■ ■ ■ ■ ■11■■ r ■■111111111111111111 30 35 40 45 50 55 50 85 70 75 80 85 1RiOTARY WIDTH O1 INCHES ANCHOR TYPE C &F NOTE; NUMBERS ON CURVES DENOTE MUWON SP* PRODUCT RENEWED AC EPraNN3gt0. 01-1211' 'I/ ay DATE�,�1a;L - �•7 L 40/ lI D I 0DEcoMP 817 l AND CW9 FFE?E It Al -D) 1 /14E ANCHOR TYPE "A" 1' x 3 A18E. RE 6 . 11.1,:,1, 1' BY 022'0VWOOD BY CYDERS 1'x3 ,1'x4' 2"x4022'xEMILDE ANCHOR TYPE "B" rxrxix ALUM INGLE _._.,gmmgmwnllx 4 Q / 14 S.M.S. 1 1/2' N. EMBEIIIERT INTO WOOD 0R 1/4' TPPC0RS 1 1/4' 181. EMBEDMENT 000 CONCRETE. (1) PER NW 1/2' n 2' x 2' x 7 PURL AWAE 2 8/8' t FOR 3 20W02 3 8/8' LEE R0R 4 18AlxxR 8 5//t8' Lam FOR 3 18AUCN t2) 0121E s� % 14 S.M.S. 1 1/2' MIL DEEDIENT IMO KED OR 1/4' TAPOOAS 1 1/4' MIL EMBEIN E1ET PITO MEWL (1) PER NOE 1/2' 1' BY OR 2'0Y11/000 BY DORRS ANCHOR TYPE "C" AL 1`x4, x4 022'X At12.111E 14 MS. 1 1/2' MAR. EMEIMIIVIT 1210 WOOD OR 1/4 TAME 1 1/4' WIN. seam 1RTO Rxx (2) PER ARE d 1' 8YOR2"BYWOOD BY 011815 MM. nloueu.oulolo 1.111,1x11 ■ NOTE: 1- MRRiION CONNECTIONS SHOWN ON THIS SHEET • TO vERT�. gR •• • • • • • 2- 110 l Ail1 1�G C • • • • •• ••• •s • • •• • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • •• • • • •• • • • •• • • • • • • • • • • EEWEWe0 ;.,,,1111111„ 1..1,11,1,11„1," A • 1' TNOR2'0'! WOOD ay ow 2' x2.1 1/5" EEL PROLE e�WWE�8'w RxxR 3) ANGLE # 14 S.W.S. 1 1/2' 18R. EDIT °f NM WOOD OR 1/4' TAPCONS 1 1/4' 18R. E ME01ENT INTO CONCRETE, (2) PER A1xxE DETAIL Olt ATEACHMENT TO PRECAST SILL 4 Q ol • 1/4 TAME 1 1/4' 212. EMBEDWENT MTO DEEM CO PER PANGS rnwwmmumrnln>. 1/2' 1/4' TAP1x315 1 1/4' MRR. EMINENT IR10 133121ME. (2) PER ARSE 1Q -1"01 mono HAMM R. PE i 01303 ••• • • • • ••• • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • s• •• • ••• • • ANCHOR TYPE "A" 1" et' on 2' et nog .WCODORS 1' X 2" SF 1'11 S Aunt MBE 12 1 5/W MO FOR 2" 2 5/1' 1 FIR 3' 4 } 14 SKLS. 1 1/4' MEC EMBEOMBIT 5100 WOOD 02 1/4' WOMB 1 1/4 M51 BitflThECT Mfa COMM (1) PER (2? 1' 3', 1'x 4" 2. 24`002'xmum.1t00 ALIN. CIP ANCHOR TYPE "B" 4 1' BYOR2'BY12TOD BY OBMENS 4 f 14 SKS. t 1/4 MN. L BMEI f INTO Noon On 1/4' Van 1 1/4' MN. MEOW 5110 COMM (1) PER MP TIE AII, of ATTACIMICNT TO PRECAST MIL • • •• • • • • • • ••• • • • • • • •• ALLM. 0? • • • • • • • • • cE • •• • 4 ., } 14 SAS. 1 1/4 MK EM (T 5(00 OR 1/4''05 1 1/4' kW MOM MO a (2) PER 0? ALUMNA C1P 2 5/If LONG FOR 3' LWOW 3LOMi FOR 4' *WON 5 5/B LONG FOR 8' WIDOW 1' BY 01 2' BY WOOD BY 00008 ANCHOR TYPE "C" 1 1" or aR x' aY soon .BY anM d' an 2' x At 'r xt L WOE CLIP FOR 1" W11611 BMWs OP 3 We LOW FOR 4' MUM 5 5/8" 1020 FOR IY MELON if 14 SAS. 1 1/4 MSc DOME INTO *COD OR 1/4' TAPISSS 1 1/4' MN. EMBEDMENT 580 COWCFI1E, (2) PER CUP 4 L 4 , ' 1/4.1000 2 1 1/4' 00. 05140(20040000 OOnCIBIE, (2) Pin qP PRODUCT RENEWED Vawcsrw 01 -122'4 Pi ODUCTcoNTI QL01ViSKIN .,; ;:c.;"N< .,,.•,: ANCEOFFLCE 1/4' TIMMS 1 1/4" III. 0000 40 000 COMM (2) PER CUP 1.733 14-1.1 If ll 1— MUWON CONNECTIONS SHOWN ON THIS �HEET ARE APPLICABLE TO OR HORIZONTAL MUWONS. 4.00 CUP FOR 2" NUDES 2— W000 BUCKS BY OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LOADS FROM= 111301•4012 N. SEfM SIC 1743 W. SW Nos 2 11• 1 it MH oaa,12 -17 -01 same 1/2"=1* is drama MOONS NO. 01 SHEET 6 OF 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 00 ••• • • • 000 • • • • • • ANCHOR TYPE " D " ANCHOR TYPE " F " •• ••• •• • • • •• ANCHOR TYPE " E " TYPICAL SECTION • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • ' • . ' • • • •' ' •' DETAILS OF MULLION TO MULLION CONNECTION PROMO' RENEWED AccE waa:ss• 01.1 %16 • lY xotil It . , AMP BUILDINOCOIRCOMPLINKSOFFICS toil -at FRANCISCO IWRNOICEZ • Sunshine Yundais Manufacturing, Inc. 174e W. 33rd Peas D i MH ue• 12 -17 -01 9301E1/2"==1" Realm Rodeos 0110144 NO. MOO -01 SHEET 7 OF 7 •b• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M AIVIIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach, FL 33069 under the applicable NOA is being issSCOPissued hcable rules and regulations governing the use of construction male The documentation submitted has been reviewed by Miami -Dade County y Product ontrol Division an allowed accepted nu Dade by the Board of Rules and Appeals (BORA) to be used in Mia 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 m in have this product or material tested for quality assurance purpo ses. If this product or material fails to perforand the AHJ may immediately the accepted ter, the manufacturer will incur the expense of such testing revoke, modify, or suspend the use of such product or material within their j Control . BO rese teas s the right to revoke this acceptance, if it is determined by Miami -Dade County material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: luminum Horizontal Rolling Window w/ wo Reinforcements APPROVAL DOCUMENT: Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window", sheets 1 through 6 of 6, dated 12/05/03 and last revised on 04 -21 -2004, prepared by manufacturer, signed sealed by Kelvyn Whitfield, 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: Large and Small Missile Impact Resistant 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 consideral 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, Floritil, td follgwed by the expiration date may be displayed in advertising literature. If any portion of the •t)i is displa ed, 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; stribuhss,• • and shall be available for inspection at the job site at the request of the Building Official. • ••.. This NOA consists of this page 1 and evidence page E -1. as well as approval docuriscatialentiolikt dDbve- The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • • • • • • • •'• NOANo'04- 012:941,4 Expiration Dat May 13, 2009 • Approval Date: May 13, 2004 Page 1 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 f 305) 375 -2901 FAX (305) 375 -2908 DESIGN PRESSURE (ALUMINUM REINFORCEMENT) P*TIVE NEGATIVE + 55.0 PSF - 55.0 PSF 7/16" OVERALL LAMINATED ANN. UVEKOL TEST REPORT No.: FTL -3995 DESIGN PRESSURE (STEEL REINFORCEMENT) WITH 3 5J13" SILL RISER P'SSiT:VE NEGATIVE 4 "0.0 PSF - 90.0 PSF 7/16" OVERALL LAMINATED H.S. UVEKOL OR SENTRY GLASS PLUS TEST REPORT No.: 171. -3946 SERIES 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT) (UNITS VIEWED FROM EXTERIOR) SCALE: 1/2° GENERAL NOTES 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS NUMBERS FTL -3946 AND FTL -3995, AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ABOVE) 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR w001) FRAME. STRUCTURAL CONCRETE /CONCRETE BLOCKS & METAL STRUCTURE CONTRUCTICNS (SEE SHEET 4 OF 6) 3. GLAZING: 7/15° OVERALL LAMINATED HEAT STRENGTHENED OR ANNEALED UVEKOL -LID. RESIN OR SENTRY GLASS PLUS (SEE CORRESPONDING DESIGN PRESSURE TABLES AND GLAZING DETAILS) 4. GLAZING METHOD: EXTERIOR GLAZED WITH 0.455- PENETRATION, USING DOW CORNING 995 SILICONE AND ALUMINUM GLAZING BEAD (SEE GLAZING DETAILS) 5. SEALANTS: A NARROW JOINT OF SEALANT IS APPLIED ON ALL PANEL AND FRAME CORNERS AND INSTALLATION SCREW HEADS. 5: - CDNFIGL9R,AT QNS. ox !xo (1$5.0 PSF). OR OIL / %0,' % (90,0 P) _ . OESIGN'"PRESSURE"RAfING: SEE CORRESPONDING CHARTS 'BELOW BELOW EACH ELEVATION. B. ANCHORAGE: SINGLE ROW OF FASTENERS SHALL BE AS LISTED AND SPACED AS SHOWN (SEE CORRESPONDING ELEVATIONS) 9. ATTACHMENT TO WOOD SUCKS AND SUBSTRATES: TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 10. SHUTTERS REOUIREMENT: NO SHUTTERS ARE REQUIRED. /� •• ••• • • • • • •• • • • • • • • • • KELWN WHITFIEu , P.E. t • • ••• • • • • • • • fn/ FLORIDA CERTIFICATE No.24 •. • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • •• • • • •• • Appros asa.mpI ing.ilbroa Fiend* 8 n F4 -,2A9 Niati • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMIDADE BUILDING CODE COMPUANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12' Ave. Pompano Beach, FL 33069 SCOPE: the use of construction materials. This NOA is being issued under the applicable rules and regulations governing The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals 030RA) 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 revolve, 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 applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Carle , including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 338 Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. W03-52, titled "Series -338 Aluminum Fixed Window (Impact)" shuts 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12- 05 -03, signed and sealed by Dr. Humayoun Farooq, 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: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufac'turer'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 bas 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. Floda, and followed by . • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, • *followed it d by •. the expiration date may be displayed in advertising literature. If any portion of the NO"M$ tlisplayed; be done in its entirety. .••• •••• • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufadtsuer dr its d and shall be available for inspection at the job site at the request of the Building Official. • • • This NOA consists of this page 1 and evidence page as well as approval document mentittnedve. • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI DADE COUNTY FLORIDA METRO DADE FLAGLER BUILDING 140 WEST FLAB FLORIDA 331304563 (305) 375-2401 FAX (305) 375 -2908 • • • . • • • • • • • •. NOA No 0,25.04 • Expiration Date: Jamul:WA 209 Approval Date: January 08, 2004 Page l • • .• • • • • T.M, Window & Door Co., NOTICE OF ACCEPTANCE: EVIDENCE SUB1 ff1 A. DRAWINGS 1. Manufacturer's die drawings and sections. sheets 1 2. Drawing No. W03 -52, titled "Series -338 Aluminum Fixed Window (Impact)", through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12-05- 03, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS PA /TAS 202 -94 1. Test reports on 1) Air Infiltration Test, per PA /TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per 3) Water Resistance Test, per PA / TAS 202 -94 4) Large Missile Impact Test, per PA / TAS 201 -94 5) Cyclic Wind Pressure Loading, per PA / TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL -2782 (FTL00114), per PA 201, 202, 203-94, EfL -2784 (FTL00140), per PA 201 & 203 -94 and FTL -3803 (FTL03072), Per TAS 201, 202 and 203 -94 dated 11 /06 /01, 11/06/01 and May. 22, 2003 respectively, signed and sealed by Luis Figueredo, P. E. and Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test, per PA 201 -94 5) Cyclic Wind Pressure Loading, per PA 203 -94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL #0806.02-02, dated 09/24/02, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS dated 09/12/03 and 1. Anchor, glass and structural analysis, prepared by Al Farooq rp° rati on' revised on December 11, 2003, signed and sealed by Dr. Humayoun Farooq, P.E. D. QUALITY ASSURANCE BY: 1. Miami-Dade Cody Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS Glass Holding LLC for "SAF- 1. Notice of Acceptance No. 02- 1205.03 issued to Security "SAF- GLAS", expiring on 12/16/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Glassla m NGI, dba Nebula Glass for "Glasslam Safety Plus ", expiring on.09- 09- 2008. 3. Notice of Acceptance No. 99- 0302.04 issued to UCB Chemical Corp for "Uvekor • • • • • •••• expiring on.02 -08 -2004. • • • • F. STATEMENTS s�gn�• 1. Statement letter of conformance and "No financial interest ", dated 0 , . sealed by Dr. Humayoun Farooq, P.E. 000W 0000 2. Laboratory compliance statements, part of respective test reports. •••••• ' • • • •' • Is L ChandasP.E. Prnda etC�er •••MANo0 5.04 Expiration Date: Januarys , 2009 Approval Date: January 08, 2004 G. OTHER 13, 2003 roved 1. Test proposal by TM Windows dated May , approved E -1 •• • • • • CD SILICONE tREMCC TREMGUZE SILICONE DOW CORNING 995 3/18" ANN. GLASS 3/18" ANN. cuss 080" POLYESTER SAFETY PLUS .010' PET .080° POLYESTER SAFETY PLUS 1/8' ANN. GLASS 3116° X 1/2' 0 SILICONE IRE= TTREMGLAZE 5500 SILICONE DOW CORNING 988 u3/18" X 1/2' 0 TAPE GIAEM TAPE .080" POLYESTER .010" PET .080' POLYESTER 3/18' ANN. GLASS GLASS TYPE °A' 'GLASSIAM SARI( PLUS' BY NEBULA GLASS INTL INC. 3/18" HEAT STREN'0 GLASS .120 INTERIAYER OVEKOL —L10. RESIN 3/18' HEAT STREN'D GLASS SILICONE X10 X 1 -1/4° DOW CORNING P.H. SINS 995 AT 22" O.C. REAM 1REMGLAZE F kt 6800 • • • h : }; Y 0L' •• • r •• C • CORO. • • • • • • •p • • • •m • • ••• • • • • • • • ai GLASS TYPE '8' 'OLASSLAM SAFETY PLUS' BY NEBULA GLASS IN1I. INC. 3/18' HEAT STREN'D GLASS .015 ADHESIVE BY S.I.G. .070° POLYCARBONATE BY 5.1.0. .015 ADHESIVE BY SIG. 3/18' HEAT STREN'D GLASS ®SUJOONE TREMCO TREMCLAZE 5500 • • • • • • • • • • • • • • • • • • • • GRASS TYPE • • V SECURI}I IMPACT � HOLDING INC. • • GLAZING OPTIONS •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16' TEMP. GLASS .015 ADHESIVE BY S.LG. .070' POLYCARBONATE BY S.LO. .015 ADHFSLVE BY S.I.G. 3/18" TEMP. GLASS 6' WX _ fROU ENOS FALSE i.UNTINS SURFA O� 11 1/2" MAX. HEAD /SILL IJrl II �I 11 II — 11 jt 1 I1 �I I I� II 1 fI JI I fl 7 1 1 11 I I !1 11 I it I1 I 11 11 i 11 I i! 11 1 11 I II .1 0E12200 INSTALLATION FASTENERS RN STAGGERED PAIRS D.L OPC. WINDOW WIDTH TYPICAL ELEVATION SER S 3 DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN 014 SHEET 2. THESE WINDOWS ARE RATED FOR LARD MISSILE IMPACT. SHUTTERS ARE 1407 REQUIRED. APPROVAL. APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FD(ED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUWONS HOLDING CURRENT NOR. MS PRODUCT IS DESIGNED IC COMPLY WITH THE HIGH VELOCDY HURRICANE ZONE OV THE 2001 FLORIDA BUDDING 000E. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE AND TO 8E REVIEWED BY BLDG. OFFICIAL ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE .DETAILS ARE NOT PART OF THIS APPROVAL: , GLASS TYPE 'E. BY SECURITY IMPACT. HOLDING INC. .1 Eap• ON. FARO8O 1]EC 1 1 2003 drawing no, W03 -52 (sheet 1 of 4J DESIGN LOAD CAPACITY - PIP WINDOW DINS. GLOSS TYPE 'A' GLASS TYPE 'D' GLASS TYPE 0' GLASS TYPE 'D' 0LASS TYPE 'E' WIDTH LENGTH EXT. (+) INT. (-) EXT. CO INT. ( -) EXT. < +) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 38° 42' 48' 54' 80" or 72° 48" 82.0 62.0 59.0 89.0 75.0 75.0 90.0 90.0 95.0 95.0 54.8 54.8 89.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 47.5 47.8 89.0 59.0 75.0 75.0 90.0 00.0 95.0 85.0 47.8 47.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 x X X X 87.9 57.9 75.0 760 90.0 90.0 95.0 95.0 X X X X 54.8 54.8 760 75.0 90.0 90.0 95.0 95.0 X X X X X X X X 75.0 760 90.0 90.0 95.0 95.0 38' 42' 45" 54" 80" 88" 72' 80' - 82.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 52.3 52.3 59.0 59.0 75.0 75.0 90.0 90.0 83.0 95.0 X x x X 57.9 57.9 75.0 75.0 95.0 90.0 95.0 95.0 xx xx xx x X 75.0 75.0 80.0 80.0 95.0 05.0 X X X X 1 X X X X 72.0 72.0 72.0 72.0 95.0 960 X X xx XX XX 72.0 72.0 72.0 72.0 95.0 95.0 XX XX XX XX 72.0 72.0 72.0 72.0 90.3 90.3 38° 42" 45° 54' 80" 98' 72' 72' 52.9 52.9 89.0 59.0 75.0 75.0 90.0 90.0 95.0 98A X X X X 58.0 50.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X X X X X 75.0 78.0 90.0 90.0 95.0 98.0 X X XX XX XX 75.0 75.0 80.0 80.0 95.0 95.0 X X X X x X X x 72.0 72.0 72.0 72.0 95.3 90.3 XX XX XX xx XX XX XX XX 82,1 82.1 XX XX XX XX xx XX XX XX 75.3 763 , 38° 42" 48° 54" 50° 58' 72" 84" X X X X 589 58.9 75.0 75.0 90.0 90.0 98A 98.0 xx xx xx XX 75.0 75.0 $0.0 90.0 95.0 05.0 X 5 xx xx X X 75.0 75.0 87.4 87.4 95.0 95.0 X X X X X X X x 75.0 750 77.7 77.7 95.0 95.0 XX XX XX XX XX XX XX XX 92.9 92.9 XX XX xx XX XX XX XX XX 84.5 84.5 XX XX XX XX XX XX XX XX 77.4 77.4 38° 42' 48' 54' p° 86' 72' 95' X X X X X X X X 75.0 760 90.0 90.0 95.0 95.0 X x X X x X X X 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX 75.0 75.0 77.7 77.7 95.0 95.0 XX XX XX XX XX XX xx XX 95.0 95.0 xx xx xx xx xx xx xx X 94.9 949 xx xx xx xx xx xx xx XX 88.2 88.2 XX XX XX XX xx XX XX XX 79.0 79.0 38" 42' 48" 54° p' 86" 102° X X X X X X X X 75.0 75.0 90.0 90,0 95.0 95.0 XX X X XX XX 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX XX XX XX 89.3 B93 XX XX XX XX XX XX XX XX 81.2 81.2 38' 42' 48" se 80" SS" 108° X XX xx XX 75.0 75.0 95.0 90.0 95.0 95.0 X X X X x X X X 75.0 75.0 89.7 89.7 98.0 95.0 X X X X X X X X X V • x X ® xx 95.0 95.0 • X X X•X •11X• 4C X. XX ® XX 95.0 85.0 ♦ . X • . X• • •X X ®® X X 864 88.4 38" 42" 48" 54" 114' • •Yx •.4x •5x XX 5 kirillinil 90.0 95.0 95.0 XX XX XX XX XX XX XX XX 960 95.0 XX XX X X XX XX X XX 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 X, XX Xf:® X 91.3 91.3 38' 42" 48' 54° 80" • • 1205• •x!! • XX •xx• GX�Xx��•7r8�J9 ;'' 95.0 95.0 95.0 X L�1Rr�,____ ] [[•-�7754 J-�® x X 95.0 95.0 XX• xx • X X XX •Y•x 9x X XX 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX _ XX XX XX XX 98.0 95.0 ••• • • • • • • • • ••• • • • • 4 • • • • • • ••• • • • • • • • • • • •• •• • ••• • • •• •• DESIGN LOAD CAPACITY - PSP WINDOW 0 4S. GL45S TYPE 'A' GLASS TYPE 'D' GLASS TYPE 'C' GLASS TYPE 'D' 01250 TYPE 'E' WIDTH LENGTH EXT, 1 +) INT. (-) EXT. CO INT. (-) EXT. 1 +) INT. < -) EXT. (+) INT. (-) EXT. < +) INT. (-) 3g" 42" 48' 54' 128" xx xx xx X X 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX XX xx XX SSA 95.0 38" 42" 48" 54' 132' XX XX XX XX XX XX XX XX 55.0 95.0 XX XX XX XX XX XX XX XX 95.0 55.0 xx XX xx xx XX XX XX XX 95.0 95.0 XX XX XX xx XX XX xx XX 95.0 95.0 38' 42 48' 138° XX XX XX XX XX XX XX XX 95.0 98.0 X X XX xx XX XX X X 95.0 560 XX XX XX XX XX XX XX XX 95.0 95.0 38' 42" or 144° XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX XX XX XX 960 95.0 xx xx •xx xx xx xx xx XX 95.0 95.0 WINDOW 0318. WIDTH 19 -1/8' 28 -1/2" 37' 53 -1 /8' 19 -1/8° 28 -1/2' 37' 53 -1/8' 19 -1/8' 20 -1/2" 37' 53 -1/8° 19 -1/8° 25 -1/2" 37" 53 1/8° 15 -1/8' 28-1/2" 3P 53 -1/8' LENGTH 28" 38 -3/8° 50 -5/8° 83" 74 -1/4' CLASS TYPE 'A' EXT, (+) 52.0 82.0 52.0 82.0 82.0 820 820 59.8 520 82.0 82.0 48.3 82.0 52.0 57.8 xX 82.0 62.0 X X XX INT. (X) 62.0 02.0 02.0 82.0 62.0 02.0 59.8 82.0 82.0 82.0 45.3 82.0 82.0 57.8 xx 52.0 82.0 XX xx L DESIGN LOAD CAPACI'1'Y X PSP GLA85 TYPE 'D° EXT. (4) 59.0 59.0 59A 59.0 59.0 59.0 59.0 59.0 50.0 89.0 59.0 59.0 59.0 59.0 59.0 X 59.0 39.0 59.0 xx INT. 00 59.0 59.0 59.0 SSA 59.0 59.0 58.0 80.0 59.0 59.0 58.0 59.0 59.0 59.0 59.0 Xx 59.0 59.0 59.0 XX 9, GLASS TYPE EXT. (+) 75.0 73.0 78.0 78.0 75.0 760 75.0 75.0 75.0 75.0 760 75.0 75.0 75.0 75.0 78.0 760 760 INT. 00 78.0 760 75.0 73.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.0 75.0 75.0 75.0 760 75.0 75.0 JIM Mg N40 1FNO1H OMENS= GAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS 91101614 ABOVE. GLASS TYPE D. EXT. (+) 90.0 90A 90.0 900 90.0 90.0 90.0 95.0 90.0 90.0 85.3 90.0 90.0 80.0 81.3 90.0 90.0 90.0 81.3 DfT. 00 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 853 90.0 90.0 90,0 81.3 90.0 90.0 90.0 81.3 G14J TYPE 'E' ExT, C +> 95.0 . 95A 960 95.0 95.0 90.0 95.0 95.0 95.0 95.0 95.0 95.0 050 98.0 95.0 95.0 95.0 95.0 95.0 INT. 00 960 95.0 95.0 960 95A 95.0 960 95.0 95.0 95.0 95.0 95.0 95.0 95.0 960 95.0 95.0 95.0 95.0 Was 041000 C0Ma # 18557 C./ cY1 0 1 1 tlmwing no. W03 -52 Sheet 2 of 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING taY OR 28Y WOOD BUCK METAL STRUCTURES (STEEL OR ALUM. 1 /8' MIN. THICK) STEEL.: Fy ■ 38 ICS MIN. ALUMINUM : 8083 -T5 MIN. TYPICAL Al4CHORS SEE Ewa FORFOR SNOW -4. 1BY OR 2BY WOOD BUCK WOOD BUCKS NOT BY TM WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; sEE ELEV. FOR SPACwe 1/4' TAPC0Im INTO WOOD STRUCTURES 1 -3/4' MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. 414 DK1LLFLEIT OR SELF DMLL# O Senn (SSE GRADE 8 Fy X1.-92 al) INTO METAL STRUCTURES (1 /8' MIN. THICKNESS) #14 S1 INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANT: FRAME CORNERS SEALED WITH SILICONE TYPICAL ANCHORS SEE ELEV. FOR S'A INO 1/4' SHIM O.L. GPO. TYPICAL ANCHORS SEE EtEV. FOR SPACING EXTERIOR WINDOW *MTH pysbsp18 at • • • • •• • • • II • V • • • • II • • • • • • • • ••• • 1411111111114111 1 • • • • • ' • • •.4, • • •' • • w • • WOOD BBUCK BY .44 . 41., • n ` • $..••• ••4• ••� • ft. • • • S. ANCHORS SEE FI.EV DADE COUNTY APPR,D MULLION SEE SEPARATE NIA ••• • • • • ••• • • • • • • • • • •• •• • • • it • • ••• • • • • • • •• • • • • ••• • • • • • • • • 4 *0 •• • • ® WINDOW FRAME .6N3 TYP. ® GLAZING STOP TUBE [7A} GLAZING STOP TUBE ® GLAZING STPIVIEXVIIIIR EN TC�E . •,• • • • • • • • • • • • • ••i •• • • • •• 4Bs 1. ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • •• • • • •• • GLAZING STOP INTERIOR ANGLE ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 2A 3 4 6 6 7 8 BA PART OW- 36277 -A 1296 PW-338 BPA -1960 SPA -1960 •1O x 1" $10 x 1 -1/0 551200 SMARMS' 4 AS RE00. AS SEW. AS RB00. AS WOO. AS RE00. DESCRIPTION WINDOW PRATE OIASSO STOP TUBE RAZING STOP 8008 0IAZ9G STOP EINERIOR ANNE GEAR STOP INTERIOR ANGLE CILAVN0 TAPE FULL LENGTH FRAME ASSEMO.Y SLIMS OOZING STOP SCREWS OIA2ONG COMPOUND GLAZING COMPOUND MATHRNI 6063 -76 dam3 -TR 6093-T3 6063-T6 6003 •75 SILICONE SIISONE IILANK/SLIPPLISIVIEURES 3fir X 1 /2' PH SMS P.H. 9118 TRELICO TRENCLAZE TYP. COPNDETAIL Scrs DR..+ILTUAYONN FAROOO STRUCTURES • RA. 3636 7 cATI. DEC 208: 11 drawing no. W03 -52 (ehset 4ot 4 l