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WS-10-765Project Address MMW MW 1451 NE 103 Street Miami Shores, FL 1132050310180 Block: Lot: LORETTA MCWILLIAMS Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 LORETTA MCWILLIAMS 1451 NE 103 ST MIAMI SHORES FL 33138 -2625 Type of Work: REPLACE 11 WINDOWS No of Openings: 11 Additional Info: WINDOWS Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $5.00 $210.00 $15.00 $4.80 $239.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy it Type ' int t' W1ndowDoc Expiration: 11/15 /2010 Parcel Number Pay Date Pay Type Invoice # WS -5 -10 -37760 05/21/2010 Check #: 3090 05/04/2010 Check #: 3088 Amt Paid Amt Due $ 189.60 $ 50.00 $ 50.00 $ 0.00 Applicant Valuation: Total Sq Feet: $ 5,700.00 100 Available Inspections: Shutter Attachment Inspection Type: Window Door Attachment Final Shutters Final May 21, 2010 Date May 21, 2010 1 Inspection Number: INSP- 146575 Permit Number: WS -5 -10 -765 Scheduled Inspection Date: June 23, 2010 Inspector: Bruhn, Norman Owner: MCWILLIAMS, LORETTA Job Address: 1451 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments Passed ��� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 22, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050310180 Page 10 of 19 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.VSI - -- I - lb - ^14 FOLIO NO. 13205 ® STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1 lA IP1 1�.�5� 33 2. Description of improvement: 2 Owner(s) name and address: L (. M(,,t"3t , 44 Y 1`4 1 c .:. t.. � Interest In property: Name and address of fee simple titleholder. 1- 4. Contractor's name and address: w..S 5. Surety: (Payment bond required by owner from contractor, 4frer CE Name and address: 'rig,n3 Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon who ., notices or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: t - t 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: t 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dill- ent da e is ifi Signature of Owner Print Owner's Name tkt ez Prepared by Sworn to and subscribed before me this2( dayllifuu t L , 201! 031 4 '�i S 8� `' c,,. `� 'iii h/ 11 ; 1I1V Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 111111111111111111111111111111111111111111111 Sc-TAT %G k CFN 2010R0387987 OR Bk 27313 Ps 2948; (ips) RECORDED 06/09/2010 14 :40 :32 HARVEY RUVIN, CLERK OF COURT JIIAIII -DADE COUNTY, FLORIDA LAST PAGE Address: 51 r\ rp N5 C> c�. 2_0. 10 No (N No o_chknQ- BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Owner's Name (Fee Simple Titleholder) Lot VA t 1DII4AS Phone # 3 "b5--- Z J CACZ— Owner's Address 04S Oe. VO 3 CityI f 1\ ,Sf 2 State Zip n 3 la P Tenant/Lessee Name Phone # Email Job Address ( w h e r e t h e w o r k is being done) 4 6 1 City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address City State Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone Architect/Engineer's Name (if applicable) • Phone (q5`) 15 b4ib Value of Work For this Permit $ 5106 Type of Work: Describe Work: Submittal Fee $50 - 1 Notary $ 3 ''— Scanning $ /5- Double Fee $ G Structural Review. $ ❑Addition ❑Alteration ❑New P4� - tom k1 t■101tito.. Radon $ Permit Fee $ County Miami -Dade Training/Education Fee $ E -mail 125' DPBR $ 0 Violation date: C1 OTWAVIII � , 1 BY: •• Permit No. l 0 v Master Permit No. Phone # Zip Square / Linear Footage Of Work: 'Repair/Replace' ❑ Demolition CCF $ Zip 3313Y Flood Zone C6$ Technology Fee $ Bond $ (7 r _ Total Fee Now Due $ / ppo 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 will not be approved and a reinspection fee will be charged. Signature " c Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ■2 L,, -20 (J , by e c1` ? 1.1 U J(1. 419, day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced Signs Print: utki,Ak,„ As identification and who did take an oath. as identification and who did take an oath. �� 'x'106991 wu •. �' ht Z6sa 1 * a ` � e►►►►u1110 to NOTARY PUBLIC: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Plans Examiner Zoning Engineer Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: .4 (t e r 1i M 04 I ,UL\ s' DATE: 1 4 b t c7 ADDRESS: ` ■0.5 V ` 0 33 )( ( t r 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 improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete. the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial '- ' ` 3. I understand that as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. 1 . 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 1.--M 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 4A v 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:// www. myfloridalicense .com/dbnr /oro/cilbfigdex.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial_ 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ( day of (2--A( , 20 k By o as wpersonally known to me or who has 0111 11 114, T._ C.,a4 .'t ,rs Litt ,�L. 5 ��\\-4‘‘-.\...:?*, 1 � �Q''�.. , ` ; as Produced there License or Jdr s h N - = '"ii E 6%... pnrr S ltIta e , ``\\\\`` OWNER RECEIPT PERMIT #: WV ��OS DATE: cs 1 � L2sN --d e3 01, ❑ Contractor cOwner ❑ Architect Picked up 2 sets of plans and (other) C( y[4c. t t o-r4 Address: 14S 1 r - 3 3 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buil ing Department to continue permitting process. Acknowledged by: V./ V \ PERMIT CLERK INITIAL: , RESUBMITTED DATE: [I2) 91.10 I PERMIT CLERK INITIAL: M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -765 Job Name: May 11, 2010 Building Critique Sheet 1) Plans must identify the type of window in each opening. 2) Identify which openings will have multiple units or using mullians. 3) Mark the product approval to show which components will be used. 4) Identify which room type the fixed windows will be used in. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 M iami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 • PERMIT # ADDRESS: CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: vsW S.s•tc' -1' 145t .Ss t it 1 SIAdea C. 3313? FOLIO NUMBER:t t' 33.O5• OM N D tga FLOOD ZONE: At BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: e ' � G t7 (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 5 9 co . V VALUE OF PRINCIPAL RUCTURE (attach appraisal): 1 1.16). 414 OWNERS SIGNATURE: DATE: 5ta l rD PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 MAY 1 4 2010 V Bill To: CURV -A -TECH CORPORATION 930 -940 WEST 23rd STREET HIALEAH, FLORIDA. 33010 -2014 FAX: 305 - 888 -9969 Telephone 305/888 -9631 LORETTA McWILLIAMS 1451 N E 103RD STREET MIAMI SHORES, FL 33138 1 1 1 1 2 1 2 1 1 3 IMPACT HR BRIT #33 1- XO /1 -OX W/ MULL IMPACT HR BRIT #34 1- X0 /1 -OX W/ MULL IMPACT 05/03/10 HR BRIT 48 X 38 3/8 1- XO /1 -OX WIMUL IMPACT 05/03/10 HR BRIT 71 1/4 X 50 5/8 1-XO/1-OXMU IMPACT HR BRIT #33 XO IMPACT 05/03/10 HR BRIT #22 XO OBSC IMPACT 05/03/10 SH FV #13 OBSC IMPACT 05/03/10 PW191/8X26 IMPACT 05/03/10 PT BRIT 531/8 X 45 1/2 NO SILL MISC 05/03/10 PKGS WHITE TAPCONS AND BIT 05/03/10 05/03/10 05/03/10 Q5/0 rbal/LORETTA /u 401)40Ved �s Y Y Y Y Y Y Y Y Y Y 625.00 795.00 878.00 1175.00 305.00 187.00 179.00 169.00 459.00 17.00 ne 625.00 795.00 878.00 1175.00 610.00 187.00 358.00 169.00 459.00 51.00 Customer Original Sales Order 23182 Customer No. LM1253 Ship To: LORETTA McWILLIAMS 1451 N E 103RD STREET MIAMI SHORES, FL 33138 Page 1 !f` i...4:... .e.9\ 2 f Bill To: Customer No. LM1253 JRV -A -TECH CORPORATION .0 -940 WEST 23rd STREET ALEAH, FLORIDA. 33010 -2014 X.: 305 -888 -9969 ,Iephone 305/888 -9631 LORETTA McWILUAMS 1451 N E 103RD STREET MIAMI SHORES, FL 33138 TE 5/16" HS GRAY IMPACT GLASS E: PASS -THRU WINDOW WITHOUT SILL — NOA NOT AVAILABLE Pfiedal 4i Customer Original Sales Order 23182 Ship To: LORETTA McWILUAMS 1451 N E 103RD STREET MIAMI SHORES, FL 33138 r 1 05/03/10 Verbal/L MISC 05/03/10 BOXES WHITE CAULKING (12 PER BOX) 48.00 0.00 5403.00 378.21 NonTaxable Subtotal Taxable Subtotal Tax @7.000% Total Order Page 2 Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,927 Lot Size: 10,170 SG FT Year Built: 1966 $25,000/ $216,130 RE -PLAT OF TR C MIAMI SHORES BAY Legal PARK ESTS PB 64-97 Description: LOT 16 BLK 6 LOT SIZE 90.000 X 113 OR 14554- 3011 05901 OR 14554 3011 0590 00 Year 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $191,371 950,000/ $191,130 $50,000/ $191,130 County: $50,000/ $191,371 City: $50,000/ $191,371 950,000/ $191,130 School Board: $25,000/ $216,371 $25,000/ $216,130 Folio No.: 11- 3205 - 031 -0180 Property: 1451 NE 103 ST Mailing SCOTT C MCWILLIAMS &W Address: LORETTA C $425,219 1451 NE 103 ST MIAMI $474,647 SHORES FL Assessed Value: 33138 -2625 Year 2008 2008 Land Value: $178,473 $259,749 Building Value: c$2554741 $425,219 Market Value: $474,647 $884,968 Assessed Value: $241,371 $241,130 Millil 2009 2008 $25,000 $25,000 Miami -Dade My Home My Home miarn'cladc.. ay Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: ACTIVE TOOL SELECT Digital Orthophotography - 2007 Web Site © 2002 Miami -Dade County. All rights reserved. 0 My Home 1 Property Information 1 Property Taxes 1 My Neighborhood! Property Appraiser ome 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. 111 ft N Property Boundary Selected Property ee Street Page 1 of 2 Legend Highway Miami -Dade County Water http: / /gisims2.miamidade .gov/MyHome /propmap.asp 5/4/2010 Sale Date: 5/1990 Sale Amount: $200,000 Sale O/R: 145543011 Sales Qualification Sales which are quallfled Description: View Additional Sales Miami -Dade My Home Page 2 of 2 Additional Information: Click here to see more information for this propertv: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments http : / /gisims2.miamidade.gov/MyHome /propmap.asp 5/4/2010 —.0 _ m , '1 , A s! Goss, w , hocd w�h il MAY 0 t 2010 000mMeW 9 44' c.:11) 4 iou /1 v 3 tl 1)1) tot 1 141.5 X /zi--5 Or: 103 s' pawl 5\10 it. it • • • • • •• • t o Y‘, t C k 4:5 5 ' �rtcd t v 3314 , v X ocrrN Ike k ti: e on • •• * �' •.••.• • .. • • • ...... • • •.•.• •• •.••. •••••• • • • •...•. • • ••.•.. •.•• • • • • Miami Shores Village APPROVED BY DATE ZONING DEPT FILD�;.3 DEPT SUBJECT 10 CC,MPI_JANCE WITH ALL FEDERAL _;T: fE AND IaUN IY RULES AND REGULATIONS —.0 _ m , '1 , A s! Goss, w , hocd w�h il MAY 0 t 2010 000mMeW 9 44' c.:11) 4 iou /1 v 3 tl 1)1) tot 1 141.5 X /zi--5 Or: 103 s' pawl 5\10 it. it • • • • • •• • t o Y‘, t C k 4:5 5 ' �rtcd t v 3314 , v X ocrrN Ike k ti: e on • •• * �' •.••.• • .. • • • ...... • • •.•.• •• •.••. •••••• • • • •...•. • • ••.•.. •.•• • • • • EX Wind Pressure Calculator 17, (clear Form) 1 - 2 Contractor: Project Info: Lorens Residence - 1451 NE 103 St. - Miami Shore, FL ENTER 1€0 Double Click or Drag: Enter Minimum Bldg Dimension: Building Mean Roof Height 15.0 ft 3-5 4 6 7 8 9 10 11 ASCE 7-05 Component & Cladding Pressure Calculator 01 Hover HELP: 9 Date: April 28, 2010 Job It: 10-CUA-0001 Description <Enter Notes Here> ENGINEERING EXRF:i'ESS 7741 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE(954) 354-0660 FAX:(954) 354-0443 CURV-A-TECH CORP. 146 MPH Presets Bld_. Carp_ . tm , u_30/L:0 ftposure: C Roof ' Gable 18 in 96 in 105 In 53 in 53 in 34 in Peak Wind Velocity_13 Sec. Gust)i Bldg. Classification: C Enclosed 1.00 Roof .R I OOP: 0 1L4 Deg (4.0:12) Pitch Zone Width (a): 4.40 ft. Directionality Factor Kd: 0.85 46 in 18 in 25 in Width ,S) Height 1421n 50 in 7 7 1421I;m7 - scan 37 in 38 in 25.3 sq.ft. 1 -47.6 - - 38 in 27.7 sq.ft. 4 1i 47.3 25 1n 10.0 sq.ft. [ 47 -50.4 37 In 54 In 38 in 14.3 sq.ft. http://www.engexp.comicalculators/asce705_cc.cfm Area Zone e Neg PressureePos Pressure 49.3 sq.ft. 49.3 sq.ft. 10.0 sq.ft. 16.9 sq.ft. 13.6 sq.ft. flt!Y Mode: e Multiple Opening C) Single Opening 4 4 V.Ir 4 10.0 sq.ft. ( NOTES: Design is in accordance with ASCE 7-05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor-supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. 44.0 ft qh = 39.37 psf Kh = 0.85 Kzt = 1.00 1 =1.00 (+/-) = 0.18 -45.6 psf 41.6 psf -52.6 psf 11 41.6 psf -50.4 psf 46.5 psf psf psf -48.8 psf 40.5 psi' psf -49.3 psf 1 -50.4 psf • US Contour Map: FL Contour Map: Page 1 of 1 43.7 psf 43.4 psf 44.9 psf 45.5 psf 46.5 psf 45.4 psf 46.5 psf Vaild Onli=alsed *** • • • :Engineer:SIN •• • ••• 2 • z Fdrankt. Bennet P.E. PE00:1 Cert 98V5 :• P4gp 1 of 1 •••• • • • ,, • • • • • • • .. .S • • • www.engexp.com Copyright 2010 4:41 PM v.ef 114/28/10 4/28/2010 mullion 1 *4 open 6 open 7 open 8 open 9 open 10 open 11 size place windows type mullion 105.25*37.5 bedroom 2 windows rolling window 1 *4 *1/8 tube 52.5 *45.5 Kitchen 1 window rolling window no 53*37.25 bedroom 1 window oiling w indov no 35.5*25.25 bathroom 1 window rolling window no 53.5*38 garage 1 window oiling windoe no 18*25 closet 1 window pictire window no mullion 1 *4 open 1 open 2 open 3 open 4 open 5 size place windows type mullion 141.5 *50 Iivingroom 2 windows 71.25 Rolling window 1 *4 *1/8 tube 141.5 *50 bedroom 2 windows 7125 Rolling window 1 *4 *1/8 tube 18*37.25 bathroom 1 window single hung no 95.5*37.25 bedroom 2 windows 47.75 rolling window 1 *4 *1/8 tube 18*37.25 bathroom 1 window single hung no mullion 1 *4 MIAM4 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cury -A -Tech Corporation 930 West 23 Street Hialeah, FL 33010 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 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 Code , including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 930 Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. W07 -01, titled "Series -930 Aluminum Fixed Window (LMT.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 01 -18 -2007, signed and sealed by Dr. Humayotea • • • Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice otAccept • 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 manufacturer's name or logo, cityi kite and ••••• following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted ••••• RENEWAL of this NOA shall be considered after a renewal application has been filed and &gin beenaf : • • 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 cjtange� �h, • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endors �ment, of any • product, for sales, advertising or any other purposes shall automatically terminate this NOA. FailiLi'b t5 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 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 07- 0201.05 Expiration Date: April 12, 2012 Approval Date: April 12, 2007 Page 1 • .• ..•••• • • •••••• • • 00000 • • ••.•• •••••• • • • 0 00000 • • •••••• • • Cury -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. W07 -01, titled "Series -930 Aluminum Fixed Window (LMI.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 01 -18 -2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, 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- 5073(FTL06162), dated 10/23/06 and FTL- 5074(14'1106163) dated 11/09/06, both signed and sealed by Edmundo Lagaespada, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 01/18/07 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTME- 1300 -02 D. E. F. G. QUALITY ASSURANCE BY: STATEMENTS 1. 2. Statement letter of conformance and "No financial interest ", dated 09/18/03, signed and sealed by Dr. Humayoun Farooq, P.E. Laboratory compliance statements, part of respective test reports. OTHER 1. Test proposal dated Feb 08, 2006 approved by BCCO. E -1 •. • • • •••• • • • • • • •• 1. Miami -Dade County Building Code Compliance Office (BCCO) • • • .. • • 0000.. • • MATERIAL CERTIFICATIONS • • • • • 1. Notice of Acceptance No. 03- 0421.01 issued to Saluda Inc for "Soldt4a ixrerlayer• • • • for laminated Glass ", expiring on 03/04/09. ...... • • • 2. Notice of Acceptance No. 03- 0916.02 issued to Glasslam NGI, dba N2btita Glass for "Safety Plus II", expiring on.08 -07 -2008. 3. Notice of Acceptance No.06- 1205.10 issued to E.T. DuPont DeNemoirs 'NI • • • "Sentry Glass® plus ", expiring on.01 -14 -2008. •. • tstiti 1. C..10.4.1. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 07- 0201.05 Expiration Date: April 12, 2012 Approval Date: April 12, 2007 •••• •1 • •••1 • • ••• •••••. • • • .1.•.• •••... •1.•. • • ...0• 0000.. • • • 00.01. • • 001.0• • • WINDOW WIDTH 6 WINDOW WIDTH I I I I WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR• VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RE SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE • SERIES 930 ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY IiURI%CANE "NNE (HVHZ). • • • %WOaD ✓]UCIfS RY STHQtS MUST BE ANCHORED PROPERLY TO TRANSFER • • LQ/ * P ' S CO : E:S U � E. • • �Nc IORC S/IALL• BE•AS SPACED AS SHOWN ON DETAILS, ANCHORS • • • • ME1 TO mule_ SHALL BE BEYOND WALL DRESSING OR STUCCO. l ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL • • • "' A',� OAD D TION IINCCIIEASE /PLOWABLE STRESS IS USED IN DESIGN OF VICE ORS, IN10 WOOER ONEY. • • BE O; 8 I MIf A TO STEEL/METAL , THAT COME INTO AS� • CT OTHER DI MNLSLS SHALL MEET EET THE REOREQUIREMENTS S. ♦ • OF •� FWRIDA BLlt. DE E TER CTION 2003.8.4. co C0 • • • ••• • • • •:• • • • • • • • • • • • • • • • • • •• 00 • • •• • • • •• • Approved as complying with the Fladds UMW Cade 7 FALSE MUNTINS (SURFACE APPUED) MAY BE USED 12' MAX. I 4 1/2' MAX. SHORTER HEAD /SILL SIDES CORNERS TYPICAL ELEVAnON D.L.O. HEIGHT = FRAME HEIGHT — 4.125" D.LO. WIDTH FRAME WIDTH — 4.125' THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. E — DR. hUMAYOUN FAROOQ STRUCTURES FU PE 1 3 58587 CAN. 3 CAN. 3353388 Ji 8 2007 4 drawing no. W07 -01 sheet 1 of 5 ) '74 s/� • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • •• • •• •• • ••• • • 4 v c8i COMP- ANL \W07 -01CCI DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W WINDOW DIMS. GLASS TYPES 'A', '6' OR 'C' . GLASS TYPE 'D' WINDOW DIMS. GLASS TYPES 'A', 'B' OR 'C' GLASS TYPE 'D' -� Z f N tn 0 F. Z • • 2 4" p c 21 0 2 a 8 a 0 ¢ w M 0 a a , A 0 :62 i Z,Z' 2; 12; y Q g 1 f WIDTH LENGTH EXT. C +) INT. C -) EXT. (4) 'TNT. C -) WID7H LENGTH EXT. C +) INT. C-) EXT. (4) INT. (-2 18" 30 36' 42' 48" 54' 60' 11 48° 80.0 80.0 70.0 70.0 18" 24" 30' 36' 42" 48" 90 , 80.0 80.0 70.0 70.0 8 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 , 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 18" 24" 30' 36" 42' 96' 80.0 80.0 70.0 70.0 60.0 80.0 70.0 70.0 800.0 80.0 70.0 70.0 L 18" 24' 30' 38' 42" 48" 54° 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 71.1 71.1 - - 1410TH AND LENGTH DIMENSIONS CAN BE ORIENTED as the VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Ai � 811 4C �d1A l � 2er e . d9A -' 't''.. 7 1 . , " " `Le C i "' Z I 0 F a z ° R' n 0 R p Ll U w o z =5o '. = U to M 2 H v M m i M e 1 0 1 Cl R ? Nom) .. �Urn 71.1 71.1 - - N VA V< N m 60' 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 7 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). 3/18' HEAT STREN'O GLASS 3/18' HEAT STREN'D GLASS 3/18" HEAT STREN'D GLASS 3/18" ANN. GLASS 090" INTERLAYER 100 INTERLAYER 090' INTERLAYER 100' INTERLAYER SAFLEX KEEPSAFE MAXIMUM BY SOLUTIA SAFETY PLUS II BY GLASSLAM SENTRYGLAS PLUS BY DUPONT SAFETY PLUS II BY GLASSLAM1! 71.1 71.1 - - 64.0 64.0 - - ""- 66" 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 - - 71.1 71.1 - - C .-. p C 13 T 64.0 64.0 - - N M g V 72" 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 » 3/18" HEAT STREN'D GLASS m SILICONE DOW CORNING 995 g 3/18' HEAT SINtN 0 GLASS m SILICONE DOW CORNING 995 3/16" HEAT STREN'D GLASS m SILICONE DOW CORNING 995 f 3/18" ANN. GLASS m SILICONE DOW CORNING 995 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 - - t7 I n r ' r i € 71.1 71.1 - - 80.0 64.0 - - till r ICI ICI 0 6 1 8' 18' N eel n1 V 78' 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 r 0 0 80.0 80.0 70.0 70.0 f 1 80.0 80.0 70.0 70.0 • • ` c 80.0 80.0 - - • •• ••• • • •• • • • GLASS r/PE 'A' • • • • • • • • • • • .AgS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' • • •• i i • • . ° 1 s g '-"- 8 1' t 80.0 80.0 - 71.1 71.1 - - W N Vg `4 ''v 80.0 80.0 70.0 70.0 • • • • • • • • • • • ••• GLAZING OPTIONS Engr: ORS FAR000 ACA PE CAN. + 3638 7 ' �Lli; - 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 • • • • • • • • • • • • • • • • • • •• 80.0 80.0 - - drawing no. wog -o i 80.0 80.0 - - • • • • •• • • • • • • • • • • • • • ... • • • •• •• • • • (sheet 2 of 5 '74 s/� • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • •• • •• •• • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING = ▪ Tn • • • T {-7 ' • TYPICAL ANCHORS • SEE ELEV. FOR SPACING • • •• • Appr•vidatamiibigulbee FIwW Ts. NOM • le TYPICAL ANCHORS SEE ELEV. FOR SPACING • Pitt • ••• Jr. • • • • �Y woo . • . . OR • • .• • • w00D E • • • • . • • • ••• • •• • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • • •• ••• • • • • MIAMI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA t TYPICAL ANCHORS SEE EIEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CURV -A -TECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE D.EV. FOR SPACING 1/4 TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 1(51 MIN.) ALUMINUM : 1/8" THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,11 SM OR F DRI IJ SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-1/4" MIN. INTO WOOD STRUCTURE = 3/4 MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE SEALANT. Env: DR. HUMAYOUN FAR000 STRUCTURES Fl C PE / S57 CAN. X538 I8 i Z W as n 0 0o 4, 0 v8 A 0 E; as 4612'r Z J a 8 `.g 4 0 0 n m v 0 v g 0 drawing no. W07 -01 (sheet 3 of 5 1/4 SHIN MAX. MIAMI —DADE COUNTY APPR.D MULLION SEE SEPARATE NOA D.L OPG. WINDOW WIDTH EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • •• • • • • • • : •• •• • WINDOW WIDTH • • • • • • YY�NDOW WIDTH • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• ••• • ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • 0 • •• s • • : • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING maw '" O '"''"'''�ii � 1/4 MAX. SHDA METAL STRUCTURE Enyp: O MAMAYtUN FART= CA 1 ..IAN 8 200 TYPICAL ANCHORS SEE ELEV. FOR SPACING m c 0 m 0 O d o O • I. O (3 w0 O • PI �'O I 1 A csi d DP, 0 0 n 0 m m 0 0 0 0 m c .• .'R. drawing no. W07 -01 (sheet 4of 5 ) U U 0 I n U ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPLIER /REMARKS 1 CU701 4 WINDOW FRAME 6063 -15 - 2 S -03083 4 GLAZING STOP 6063 -T5 - 3 - AS REOO. SHEAR CUPS. 2' LONG 6063 -15 AT ANCHOR LOCATIONS 4 DC 995 AS RECD. GLAZING COMPOUND SILICONE - 5 - AS READ. SETTING BLOCK - - 2.500 WINDOW FRAME r -.062 .750 .500 1 GLAZING STOP - p- 7.250 1 .750 SHEAR CLIP .650 SPOT WELDED JOINT CIRCULAR WINDOWS • • 1) • • Ile :POT WELDED • JOINT • •. • RECT. eDR SQI E WINO" .• • .•! •. • • • VP CORI.ER•DI!FAILS. • • • . •• ••• ••• ••• • • • ••• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • •• • •• • • • •• •• ••• • • • ••• • • MITERED CORNER (OPTIONAL) Append mpl)I.gI with rle Florida IhilleaCodo V* Alien- 12-t 2a, NOM roy oz./. or ►Bntl Oode Proiut Control i ja lthi r; 4, 1. 1 - 1 . , or �_ Emir: OR. FAR000 STRUCIURES FLA. PE 18:57 CAN. d z 0 o g 4 g o � o 0 s U,"II m - o J I ML7 0' a • I o c 0 S 0 0 0 a 0 drawing no. W07-01 sheet 5 of 5 MIAMbQADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cury -A -Tech Corporation 930 West 23` Street Hialeah, FL 33010 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 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 Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 940 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -59, titled "Series -940 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 4 of 4, dated 08/06/07, prepared by Al- Farooq Corporation, signed and sealed by 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 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 otherwi •e noted herein • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed'andtltre has toms • • • no change in the applicable building code negatively affecting the performance of this pred>3et, • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chalk in the materials, use, and/or manufacture of the product or process. Misuse of this NOA'a •i endorsermtef any product, for sales, advertising or any other purposes shall automatically terminate this NQQ.. Failur% tq, comply with any section of this NOA shall be cause for termination and removal of NO4N. • ' ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Countylihnitlit, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is'displa ed, en 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 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldin2codeon line.com NOA No. 07- 0813.08 Expiration Date: September 27, 2012 Approval Date: September 27, 2007 Page 1 Curv-A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -59, Sheets 1 through 4 of 4, titled "Series -940 Alum. Horizontal Rolling Wdw. (L.M.I.) ", dated 08/06/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5262, dated 07/14/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 08/01/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 Plus" dated 02/15/07, expiring on 01/14/08 • • • • • 2. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc;for.t heir "SOW - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. • • • • 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the " ex IIIG clew or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 1 •••• F. STATEMENTS • •••• • • ••• • •••• • 1. Statement letter of conformance, dated August 1, 2007, signed andse by • • • Humayoun Farooq, P.E. • E - l • • • 2. Statement letter of no financial interest, dated August 1, 2007, signed and sealeW,.: • Humayoun Farooq, P.E. • • • 3. Laboratory compliance letter for Test Report No. FTL -5262, issued by Fenestratlax. • Testing Laboratory, Inc., dated 07/17/07, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None. aminer Manuel Per Product Control E NOA No. 07 -0 : i8 Expiration Date: September 27, 2012 Approval Date: September 27, 2007 DESIGN LOAD CAPACITY - P8F (X0 OR 00 SIZES) WINDOW DIMS. WITHOUT SHEAR CLIP WITH SHEAR CLIP WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 26 -1/2' 70.0 70.0 70.0 70.0 37' 70.0 70.0 70.0 70.0 53-1/8" 28• 70.0 70.0 70.0 70.0 74" 70.0 70.0 70.0 70.0 26 -1/2' 70.0 70.0 70.0 70.0 37' 70.0 70.0 70.0 70.0 53-1/8" -3/8 0.0 70.0 70.0 70.0 74' (CIO 70.0 70.0 70.0 70.0 28-1/2 70.0 70.0 70.0 70.0 37" 70.0 70.0 70.0 70.0 53 -1/8' a 68.7 88.7 70.0 70.0 74" 58.7 58.7 70.0 70.0 28-1/2" 70.0 70.0 70.0 70.0 37" 85.5 65.5 70.0 70.0 53 -1/8' 49.7 49.7 70.0 70.0 74' 40.4 40.4 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24' 70.0 70.0 70.0 70.0 38' 70.0 70.0 70.0 70.0 48' 70.0 70.0 70.0 70.0 60" 70.0 70.0 70.0 70.0 72' 85.4 85.4 70.0 70.0 LA 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 57.2 57.2 70.0 70.0 48.2 49.2 70.0 70.0 44.3 44.3 70.0 70.0 m 6' MAX. TYP. HEAD /SILL CORNERS TYPICAL ELEVATION TESTED UNIT SERIES -940 ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ANCHORS SHALL BE AS USTED, SPACED AS SI?OWN ONT $ETAIS,:AN410ti;5 : • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOY4 WALL•D➢iI1ESING ups STUQCO. • • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE I1 USED IN ANCHORS INTO WOOD ONLY. • • • • • • • CO INCLUDING NOT LIMITED TO SI EI 15CREY15, TRAT � IM7 CONTACT NTACT WITH ffH OTHER D ER DISSIMILAR MATER ISE�T ME RLZ�IRECEN1 OF 2004 FLORIDA BLDG. CODE SECTION (=3 4 • •• • 13' MAX. HEAD /SILL FALSE NUNTINS SURFACE APPLIED OPTIONAL • WOOD BUCKS BY OTHERS. MUST BE ANCHOir :Y j0 :RANISFER • • • • • LOADS TO THE STRUCTURE. • • • OPTIONAL ROLL FORMED GLAZING BEAD •• •• • • • • • • • • • • • • • • • • • ••• • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •0 •• 000 • • • 00 • • 1/8' H.S. GLASS OPTIONAL NON STRUCTURAL GLAZING CHANNEL SILICONE APPUED GLAZING DETAIL .090' INIERLAVER SAFI I X /KEEPSAFE MAXIMUM BY 'SOLUTIA' OR SAFETY PLUS BY 'GLASSLAM' OR SENTRYGLAS PLUS BY 'DUPONT' 1/8' H.S. GLASS U THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 Engr. OR. HUMAYOUN FAR000 C8J9ES 57 Fu PE J 165 C 3536 AUG Approved as crteP17ia0with the Florida BeiNsg Date DOA5 �7 Miami Dade Pact Coa6d Z 0 $ W of tY 0 O t m IL a M oq a grel 46 ; N o J O M g r`I c 0 m 0 T a m 0 v 0 r d n0. W07 -59 1F sheet 1 of 4 RIZONTAL ROW TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK W1 W2 041 • 7 4 • '• ••• • • • • • • • • • •• • HEAD ANCHORS WITH SHEAR CLIPS SEE SHEET 1 FOR CAPACITY • • •• • • • • •• eat, A •• • • • .d Q a e -1/16 ° MIN. - 71'� ANCHORS • ° • . • c ! ° EDGE FIST • • SEE FO R �� • • • • • • • • • • • • • • PRECAST SILL • • • • • • • • • • • • FOR CAPACITY USE COLUMN WITHOSIT SHEAR CUP c IY • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • METAL STRUCTURE SHEAR CUP 2' LONG AT FRAME HEAD ANCHORS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING 'TYPICAL ANCHORS SEE ELEVS. FOR SPACING 2BY WOOD BUCK MIAMI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURES NOT BY CURV —A —TECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° TAPCONS BY 'ELCO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 - 1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1 MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRIV ING SCRFW5 INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .0901 (NO SHIM SPACE) TYPICAI EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -3/4 MIN. (EXCEPT AT PRECAST SILL) INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 1/2 MIN. SEALANTS: ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. WEEPHOLES; W1 — 3/8° NOTCH IN LEG AT EACH END W2 — 3/16 X 2 NOTCH 4 PER SILL W3 — 3/16 X 2° NOTCH 3 AT XO & OX SIZES OPEN CELL FOAM PAD (1/2 °X 3/4 3 -1/41 AT EACH W3 W4 — 1/2 X 1/8 NOTCH AT SILL TRACK AT 1 -1/4 FROM EACH END (XO OR OX SIZES) Ems: DR. HUMAYOUN FAR000 STRUCTURES FIA A 1257 C.A.N. PE J• Z E P w g fl 00 O r O bi V O O m o ▪ 21 4 co S sheet 2 of 4 ITEM PART 6 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLER /REMARKS 1 10248 1 FRAME HEAD 6063 -T5 - 2 10845 1 FRAME SILL 6083 -15 - 3 10847 2 FRAME JAMBS 6063 -T5 - 4 11822 1/ VENT H.D. FIXED MEETING RAIL 6063 -T6 - 5 10846 1 SILL TRACK 6063 -T5 - 6 10250 2/ VENT VENT TOP /BOTTOM RAIL 6863 -T6 - 7 - 1/ VENT 5/16 BOX SCREEN - - B 10257 2/ VENT VENT SIDE RAIL 6063 -T6 - 9 11823 1/ VENT H.D. VENT INTERLOCK RAIL 6083 -T6 - 10 C -3055 4/ VENT WHEEL HOUSING & GUIDE NYLON - 11 0 -3058 2/ VENT ROLLER PIN ST. STEEL - 12 C -3085 4/ VENT VENT FACE GUIDE NYLON - 13 - 2/ WINDOW WEEP HOLE HOUSING & FLAP NYLON OR CELCON - 14 - AS READ. ROLL FORMED GLAZING BEAD ALUMINUM - 15 995 AS READ. GLAZING COMPOUND SILICONE DOW CORNING 16 7916 -187 AS READ. 9INSEAL WEATHER STRIP 17 #8 X 1 AS READ. ASSEMBLY SCREWS - PHP SMS 18 - 2/ VENT SWEEP LATCH ZAMAK AT 7 -1/4 FROM EACH END 1 8A 10255 2/ VENT ALUMINUM VENT LATCH 8083 -T6 - 19 C -3081 4 LATCH SPRING CUP ST. STEEL - 20 C -3057 3/ VENT BRASS ROLLER 21 #8 X 3 1/ VENT FIX. RAIL BOTTOM SCREW - - 22 - AS READ. SHEAR CLIP 6083 -T8 2° LONG TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPR.D CUPPED MUWON SEE SEPARATE NOA WINDOW WIDTH WINDOW WIDTH •• ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING • • ••• • • • • • •• • E 1 OR • • •• • • •• • • • •• XO LAYOUT OX OPPOSITE • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •S •0 000 • • • 0419 • • Engr: DR HUMAYOUN FAR000 SIRUC URES FIA. PE 1 18657 CAN. 3838 AUG 0 7 2007 Appro..NI AT WO:ITinTra4h DLO FTorIAs [itaCas..'.r Dads NOM Miami - ProdactOda 111.1"P K>lfi7. 9 f drawing no. W07 -59 (sheet 3 o 4 FRAME HFAQ O 10248 6063 -T5 � 1.082 .812 I— VFNT TOP /BOTTOM RALI. O 10250 6063 -T6 SII L TRACK G 10546 6063 -T5 2.187 11 3.312 2.312 I I FR_ AMC SII I 000 0 10845 6083 -T5 .812 - FRAME JAMB 0 10847 6063-15 2.165 1 p -- 812 -.-1 1.062 VENT SIDE RAIL 0 10257 6063 - T6 H.D. VENT INTER' OCK RAII, 11823 6063 -T6 1.671 H.D. FIXED MEETING RAIL, O 11822 6063 -76 843 L _c.240 SHEAR CLIP 8083 -76 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • •• • • • • • • • • •• • ••• • FRAME BOTTOM CORNER 5'w 0R. HUMAVOUN FAR000 STRUCTURES FTA PE t5 CAN AUG 0 7 'L07 VENT CORNER • I F Z g 3 O • o V • L l O • UM 4 a m 9 tA r!: L JL drowing no. W07 -59 sheet 4 of 4 •• • • • • • ••• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com NOTICE OF ACCEPTANCE (NOA) Curv-A -Tech Corporation 930 West 23r Street Hialeah, FL 33010 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 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 Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 925 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -104, titled "S -925 Aluminum Single Hung Window ", sheets 1 through 4 of 4, dated 12/13 /07, prepared by AI- Farooq Corporation, signed and sealed by 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 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 considered after a renewal application has been filed an thej a has bees•.. • no change in the applicable building code negatively affecting the performance of this produee • • • • • 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 art pg4orsemenj pf • any product, for sales, advertising or any other purposes shall automatically terminate this !VQA.„Pailuretg... • 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, F1c ?d end foll • by the expiration date may be displayed in advertising literature. If any portion of the NOAH fs'di341ayed, theta it shall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactures oI i$ •••• 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 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0107.03 Expiration Date: February 14, 2013 Approval Date: February 14, 2008 Page 1 Cury -A -Tech Corporation A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -104, Sheets 1 through 4 of 4, titled "S -925 Aluminum Single Hung Window", dated 12/13/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series S -925 aluminum single hung window, prepared by Fenestration Testing Laboratories, Inc., Test Report No. FTL -5412, dated 12/03/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 12/12/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIT Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/1'x., • • ; • • „ • F. STATEMENTS G. OTHER 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Rionda, P.E. E -1 • • • • .. • • 1. Statement letter of conformance, dated December 12, 2007, signed �ealedb • • • Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated December 12, 2007 ignyd and4Fe'd. by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5412, issued by 1 enestcation Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos ' • .... • .. • .... • • .. .. Manuel Perez, Product Control Exa NOA No. 08- 0107.03 Expiration Date: February 14, 2013 Approval Date: February 14, 2008 • • • • • • • • • • • . . FALSE MINTINS (SURFACE APPLIED) MAY BE USED 53 1/8 48 1/8' D.L OPG. (VENT) 50 1/4' VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT SERIES -925 ALUM SINGLE HUNG WINDOW (L.M.I.) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. •• ••• • • • • APPROVAL APPLIES TO SINGLE UNITS OR S� B Y a1�F COMOIyATIONF OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • ••• 4' MAX. TYP. HEAD /SILL THESE WINDOWS ARE RATED FOR LARGE 1 rSILE IMPAA • SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • •• •• • • ALUMINUM ROLL FORMED GLAZING BEAD 1/8' H.S. GLASS 1/8' H.S. GLASS SIUCONE DOW CORNING 995 a t 090 INTERLAYER SAFLEX 1110 BY 'SOLUTIA' GLAZING DETAIL NOTES- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE • • MOH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER • • • /CADS TO THE STRUCTURE •HORS SHALL .BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • • • • • • • • • A GAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD • • • • • AIHOjtS ONLY. •• • • • •• • • • • • • • • •• • ••• • Florida Badding Date NOM Mid Bodo Product ControlI By Eoor. DR. HUMAYOUN STRUCTURES FLA. PE # 18557 o2OO7 i3= • .1 • 0 0 a z 0 0 a U V 0 vo 0 drawing no. W07-1 04 (sheet 1 of 4 WINDOW WIDTH 48 I/8 D.L ® OPG. (FIXED) 15' MAX. HEAD /SILL — ,, J �t �I 11 ;;� I I — n _ — 1 yL I == --= dt j /, I it II II 11 11 = = = —' t I FALSE MINTINS (SURFACE APPLIED) MAY BE USED 53 1/8 48 1/8' D.L OPG. (VENT) 50 1/4' VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT SERIES -925 ALUM SINGLE HUNG WINDOW (L.M.I.) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. •• ••• • • • • APPROVAL APPLIES TO SINGLE UNITS OR S� B Y a1�F COMOIyATIONF OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • ••• 4' MAX. TYP. HEAD /SILL THESE WINDOWS ARE RATED FOR LARGE 1 rSILE IMPAA • SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • •• •• • • ALUMINUM ROLL FORMED GLAZING BEAD 1/8' H.S. GLASS 1/8' H.S. GLASS SIUCONE DOW CORNING 995 a t 090 INTERLAYER SAFLEX 1110 BY 'SOLUTIA' GLAZING DETAIL NOTES- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE • • MOH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER • • • /CADS TO THE STRUCTURE •HORS SHALL .BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • • • • • • • • • A GAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD • • • • • AIHOjtS ONLY. •• • • • •• • • • • • • • • •• • ••• • Florida Badding Date NOM Mid Bodo Product ControlI By Eoor. DR. HUMAYOUN STRUCTURES FLA. PE # 18557 o2OO7 i3= • .1 • 0 0 a z 0 0 a U V 0 vo 0 drawing no. W07-1 04 (sheet 1 of 4 EQUAL UTES WINDOWS DESIGN LOAD CAPACITY - PSF COMPARATIVE ANALYSIS CHART WINDOW DIMENSIONS W /SHEAR CLIP W/0 SHEAR CUP WIDTH HEIGHT EXT. ( +) 1M. (-) EXT. ( +) 1NT. (-) 19 -1/8" 70.0 70.0 70.0 70.0 28 -1/2" 70.0 70.0 70.0 70.0 37" 26 " 70.0 70.0 70.0 70.0 42" 70.0 70.0 70.0 70.0 53 -1/8 70.0 70.0 70.0 70.0 19 -1 /8' Se 3 70.0 70.0 70.0 70.0 28 -1/2' . '70.0 70.0 70.0 70.0 37' 38 -3/8' 70.0 70.0 70.0 70.0 42" 56' 70.0 70.0 70.0 70.0 3-1/8 70.0 70.0 70.0 70.0 19-1/8' 70.0 70.0 70.0 70.0 28-1/2" 70.0 70.0 70.0 70.0 37" 50 -5/8' 70.0 70.0 70.0 70.0 42" 63' 70.0 70.0 70.0 70.0 3-1/8 70.0 70.0 64.5 64.5 19-1/8' 70.0 70.0 70.0 70.0 26 -1/2' 74-1/4 70.0 70.0 70.0 70.0 37' R 70.0 70.0 70.0 70.0 42' 70.0 70.0 89.6 69.8 53 -1/8 70.0 70.0 59.3 59.3 19 -1 /8" b 70.0 70.0 70.0 70.0 26 -1/2" 70.0 70.0 70.0 70.0 37' 70.0 70.0 70.0 70.0 42" 70.0 70.0 67.0 67.0 53 -1/8 70.0 70.0 56.6 56.6 19 -1/8" 70.0 70.0 70.0 70.0 26 -1/2" 70.0 70.0 70.0 70.0 37' 74 -1/4' 70.0 70.0 70.0 70.0 42" 70.0 70.0 63.1 63.1 53 -1/8 70.0 70.0 52.5 52.5 UNEQUAL UTES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF COMPARATIVE ANALYSIS CHART WINDOW DIMENSIONS W /SHEAR CUP 8/0 SHEAR CUP WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 19 -1/8" 70.0 70.0 70.0 70.0 26 -1/2' 70.0 70.0 70.0 70.0 37" 50 -5/8" 70.0 70M 70.0 70.0 42" 70.0 70.0 70.0 70.0 48" 70.0 70.0 70.0 70.0 53 -1/8 70.0 70.0 69.0 69.0 19 -1/8" 70.0 70.0 70.0 70.0 28 -1/2" 70.0 70.0 70.0 70.0 37' 56' 70.0 70.0 70.0 70.0 42• 70.0 70.0 70.0 70.0 48• 70.0 70.0 70.0 70.0 19 -1/8' 70.0 70.0 70.0 70.0 28 -1/2" 70.0 70.0 70.0 70.0 37' 63' 70.0 70.0 70.0 70.0 42" 70.0 70.0 70.0 70.0 19 -1/8' 70.0 70.0 70.0 70.0 26 -1/2' 74-1/4 70.0 70.0 70.0 70.0 x W •■ ••• • • • • • • • • •• • • • ••• • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • x NOTE: �IAS� CI IACIT1F ON THIS SHEET ARE •BASEL Ohl AVM E1300 -02 (3 SEC. GUSTS) • • • • • • • • • SEALANT: FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, • • • • �E 1T CORr1E S S AND FIXED MEETING RAIL AT END • • • SF�LEO H SC N MOREHEAD SM 5504' SEALANT. • • • • • OF4 EOUIVALit►T • it •• • • • • • • • •• • ••• • WOOD BUCKS NOT BY CURV -A -TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHORS: 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1/4" TAPCONS WITH 1 - 3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS IMO CONC. OR MASONRY 1 -1/4" MIN. EMBED IMO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY A14 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (0.090" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) N14 SMS OR SELF DRILLING SCREWS IMO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) MIN. EDGE DISTANCFS; MASONRY = 1 1/4" W000 = 1" METAL = 1/2" Approved ao coolPlyiag wefts Fluids Date Y :. ade NOA• •T: I. s NeedDa6epmdect ay lila& Engr. DR. HUMAYOUN FAR000 STRUCTURES FIA PE d 16557 C T S 2007 O rn In i 0 m O n 0 v a c 1 8 drawing no. W07 -104 (sheet 2 of 4 UM SINGLE HUN 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING n 1 BY WOOD BUCK 1 •• ••• • r• • 4 4 1 0•• � to • • • • • TYPO '�,�uiy • , • SEE � � AACING . • METAL STRUCTURES (STEEL OR ALUM. 1/8 MIN. THICK) STEEL : Fy 3B KSI MIN. ALUMINUM : B083 -T5 MIN. MIAMI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEP ' TE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • ••g • • • • • • • • • • TOBY OR 2 BY MOD BUCK • .•• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • D.L OPG. WINDOW WIDTH EXTERIOR Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 18597 DEC 1 8 2007 DADE COUNTY APPROVED TYPICAL ANCHORS MUWON SEE ELEV. FOR SPACING WINOOW WIDTH WINDOW WIDTH VOOD BUCKS NOT BY CURV - A -TECH MUST SUSTAIN IMPOSED LOADS Appnw d oemplylagAlb the Florida BxIdIag Cede Date NOM Wand Duds Product drawing no. W07 -104 (sheet 3 of 4 1.062 2.050 6063 -75 .750 {-t -2.062 1.046 MFETING RAIL, 6063 -T6 6063 -75 .812 SASH BOTTOM RAIL 6063 -T6 SHFAR CLIP 77 6063 -T6 p-.128 •• • 6• • • • • • •• b -2.0 0 0 •• 6083 -TS• • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • •• • ••• • FRAME CORNER DETAIL 13202 13203 13204 13205 13208 C -3011 2/ WINDOW AS RECD. AS RECD. DESCRIPTION SASH BOTTOM RAIL FACE GUIDES 2 /SIDE SASH LATCH AT 6-1/4 FROM ENDS FIN SEAL PILE WEATHER STRIP BULB 61NYL SIUCONE BACK BEDDING BLACK & TACKLE BALANCE 6063 -T5 (AWN) 6063 -16 (ALUM) 6053 -15 (ALUM) 6083-76 (ALUM) 6063 -T6 (ALUM) 6063 -T6 (ALUM) 61383 -T5 (ALUM) 8 % 1' P.H. PHILIPS CRS 0H 10 SEALANT OR EQUAL ROLL FORMED ALUM. 6063 -T6 (ALUM) VENT CORNER DETAIL ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c c 0 n 0 9 0 0 drawing no. W07 -104 sheet 4 of 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Curv-A -Tech Corporation 930 West 23r Street Hialeah, FL 33010 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinacodeonline.com 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 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 Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion - LMI APPROVAL DOCUMENT: Drawing No. M95 -19A, titled "Aluminum Tube Mullions ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 12/07 /95 with revision C dated 07/24/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: LMI LIMITATION:This NOA is not valid without the corporate seal of Cury -A Tech Corporation 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 4'1 • • 8d •••• • • by the expiration date may be displayed in advertising literature. If any portion of the 1 )AJ� display, than • • it shall be done in its entirety. • • • • • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufac t es its • • • •••••• •••••• disributors and shall be available for inspection at the job site at the request of the Building.Ocial.. " ". . This NOA revises and renews NOA # 07- 0424.13 and consists of this page 1 and eviden' • "' ••••• • as approval document mentioned above, •:•• : E -1, as .1' ..... The submitted documentation was reviewed by Fitz A. Harris, P.E. • • • • • •••••• •••• ..21# g , lvo�i llo. os- op 13.og. Expiration D ;te: March 28; 2013 • • • • • • Approval Date. bclober 2, 26Ik • Pd'1' Cury -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95 -19A, titled "Aluminum Tube Mullions ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 12/07/95 with revision c dated 07/24/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94, Large Missile Impact Test per TAS 201,Cyclic Wind Pressure Loading Test per TAS 203, along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. FTL 5636, dated June 13, 2008 signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC- 2004 /2007, prepared by Al- Farooq Corporation, dated 07/22/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated July 22, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Letter of "No Financial Interest in Testing Laboratory", dated 7/22/08, signed and sealed by Humayoun Farooq,P.E. G. OTHER 1. Notice of Acceptance No. 07- 0424.13, issued to Cur -A -Tech Corporation for their Aluminum Tube Mullion, approved on 07/05/07 and expiring on 03/28/08. E -1 0000 • 0.0. • •••• • • • • • • •00 • •• • • • • •• • • 0000•• so eos • • .0000 :••••� ▪ 000 • •••4 • • • �J 0000• • tZ A.Harrfs, P7E. • • • • • : • Produ&'C ltgol Examiner • • 1t'bArNQ.08- 0$13.OS •• "•• Expiration Dade: March 28; 2613 • • • • • • s • Approval Date Wiper 2,108• • • • 2.000 4.000 1.000 1 X 2 X 1/8" TUBE MULLION 6063 —T6 1.000 1 X 3 X 1/8" TUBE MULLION 6063 —T6 1 X 4 X 1/8" \\ ,V TUBE MULLION 6063 —T6 4.500 1.750 --1 1 -3/4 X 4 -1/2 X .090" 3.000 _ _ •125 TUBE MULLION 6063 - T6 2 X 4 X 1/8" TUBE MULLION 6063 —T6 drawing no. M95 -19A 4.000 1.750 1 -3/4 X 4 X .090" TUBE MULLION 6063 —T6 6.000 2.000 2 X 6 X 1/8" TUBE MULLION 6063 —T6 .125 TYP. 2.000 STEP 1 STEP 2 .125 .125 .125 .687 r 4.688 MULLION CLIP (6063 - T5) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. 5.500 MULLION CLIP (6063 - T5) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. • • • • • • • • • ••uI••• • •• 2.000 • • ANGLE CLIP (606 3 -sl • • • • • • • • • • • • • 2.000 2.010 ofiee • • • •••• •••• r • •• • • • •• • • • ••• • • •••• • • •• • • •• •••••• • ••••. • • Goss 1.937 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. 2.125 .125 • • • •••••• • • •••••• • • • • • • • • • . .687 MULLION CLIP LEGS REMOVED • • DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 1.938 2.125 MULLION CLIP LEGS REMOVED • • • •••••• • • • •••• • •••• ••• • • • • • •• • • • • • • • .• •••••• • •••••• • • •••• •••• • • .ate." +`:,MA •••• ' 4•• Bas t 9 • • ▪ • Ev A1 .6 No - • 0 , • , Dat 3- • , • • • • • • • • • rf.eru J' Ft {ff � YAL.9i • •.•-- 2.000 —°I TYPICAL WINDOW FRAME MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDRION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. THIS NOA IS NOT VALID WITHOUT CORPORATE SEAL OF CURV -A -TECH CORPORATION AND A LABEL AFFIXED. Engr. DR. HUMAYOUN FAROOQ STRUCPJRES FLA. PE 16557 CAI4. 3538 TYPICAL GLAZING PRODUCT 1.000 2 "x4 "x1/8 "TUBE 6063 -T6 2X4X ■ME e U I ! p m • 1 1 "x2 "x1 /8" TUBE 6063 -T6 1X2X N M II ME ME M .. W WN MM NM EMU ■A O■ . • !ii`. VICRLIC 111 a• ENMENUMMON 11119 ME ril mom ME am E MA E ►\BE ■M\ ■ ■ME MEM E MO Mill NE ME MUMS ■ ■WE ME N ■ ■lL EME MI -G ABM■ ME RE ME ME ME �■MEE 2" x 6" TUBE 6063 2 6 2X6X • 1 1 "x2 "x1 /8" TUBE 6063 -T6 1X2X N M 1 ! • I. I. • VICRLIC 111 a• 11119 ril mom .. am E M Mill IL. MEM Mill M MR MI ME RE ME En • I= • • 1 1 "x2 "x1 /8" TUBE 6063 -T6 1X2X 1 "x3 "x1 /8" TUBE ■„MME 6063 -T6 1 X3 11 11 1 ME MIEN E MEE ME ■ ■ I, ■M8 - ■ME ■ ■■ NEBBB3 " ■ ■ ■ME ■L -MEAN MN EWE- MMMWEWE B 4 ■,7 ME ■ME MEN ME: MEM 20• 30 40 50 r 60 70 81 1 "x4 "xl /8 "TUBE 1- 3/4 "X4 "X.090 "TUBE \�iiE/8B ■ :6063 -T6 X1X4 , L iiiii ■,�U 1 / � ■, ■ ■EU 1 ■■E MENU ■ ■, :ME ME „■■.■■,■, ■■ 1 EM MEM ME 10 E ES ME ... - EE 6 •• ■EM ME BEEN MEM ■BEM ■ ■ ■M MMEWE EEL, 20 30 40 SO 60 70 8 1 1 -3/4 "x 4 -1/2 "x. " TUBE ,E,� i ■■ 6063 -T6 T175X45 1 'O�'. I MMEEM ME NEE MEM ME M ME E En E EMI ME ME ME ME ME lrrrn n n n !! , !i!! hill 20 30 40 SO 60 70 81 In m co m LL 0_ 1 0` CD 0 m co J Zm Id 0m ID In m co m MULLION LOAD CHART TRIBUTARY WIDTH - INCHES MULLION LOAD CHART TRIBUTARY WIDTH - INCHES CO LL d 1 0 ` CD o m J Z � 0 w Dm I CO U) MULLION LOAD CHART TRIBUTARY WIDTH - INCHES MULLION LOAD CHART TRIBUTARY WIDTH - INCHES 1 20 30 40 50 60 70 80 » CO m N t 0` tsJ MULLION LOAD CHART TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTT 20 30 40 SO 60 70 8 TRIBUTARY WIDTH - INCHES Engr. DR. HUMAYQUN F.4R000 STRULILIRES FLAN PE t 16557 CAN. 3538 AU (a 0 6 2008 GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT w1 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE �� GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN W2 WIDTH (W) = wt + W2 2 p HORIZONTAL MULLION TYPICAL MULLION ARRANGEMENTS NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 111001.3C3' REVAMT) es a mir/ i ng will's the F 1358 E Acceptance Nost.-,WLeg Evingion Bate $ _ /3 cm cm 0 0 N 0 O z P • E re 0 O W cc O U a ✓ o C 0 w"' o aa a O 0 %E O Qw . • Z i ;MQ Q w.4i ° o N 0 1 • S J ui 0 0 a i 0 0 0 0 0 v 0 0 m U ) drawing no. M95 -19A sheet 2 of 5 ) ALUMINUM TUBE MULLIONS FAX. (305) 888-9969 FAX. (305) 262-43978 UPDATED FOR 2007 FBC UPDATED FOR 2004 FBC 1 "x4 "xl /8 "TUBE 1- 3/4 "X4 "X.090 "TUBE \�iiE/8B ■ :6063 -T6 X1X4 , L iiiii ■,�U 1 / � ■, ■ ■EU 1 ■■E MENU ■ ■, :ME ME „■■.■■,■, ■■ 1 EM MEM ME 10 E ES ME ... - EE 6 •• ■EM ME BEEN MEM ■BEM ■ ■ ■M MMEWE EEL, 20 30 40 SO 60 70 8 1 1 -3/4 "x 4 -1/2 "x. " TUBE ,E,� i ■■ 6063 -T6 T175X45 1 'O�'. I MMEEM ME NEE MEM ME M ME E En E EMI ME ME ME ME ME lrrrn n n n !! , !i!! hill 20 30 40 SO 60 70 81 In m co m LL 0_ 1 0` CD 0 m co J Zm Id 0m ID In m co m MULLION LOAD CHART TRIBUTARY WIDTH - INCHES MULLION LOAD CHART TRIBUTARY WIDTH - INCHES CO LL d 1 0 ` CD o m J Z � 0 w Dm I CO U) MULLION LOAD CHART TRIBUTARY WIDTH - INCHES MULLION LOAD CHART TRIBUTARY WIDTH - INCHES 1 20 30 40 50 60 70 80 » CO m N t 0` tsJ MULLION LOAD CHART TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTT 20 30 40 SO 60 70 8 TRIBUTARY WIDTH - INCHES Engr. DR. HUMAYQUN F.4R000 STRULILIRES FLAN PE t 16557 CAN. 3538 AU (a 0 6 2008 GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT w1 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE �� GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN W2 WIDTH (W) = wt + W2 2 p HORIZONTAL MULLION TYPICAL MULLION ARRANGEMENTS NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 111001.3C3' REVAMT) es a mir/ i ng will's the F 1358 E Acceptance Nost.-,WLeg Evingion Bate $ _ /3 cm cm 0 0 N 0 O z P • E re 0 O W cc O U a ✓ o C 0 w"' o aa a O 0 %E O Qw . • Z i ;MQ Q w.4i ° o N 0 1 • S J ui 0 0 a i 0 0 0 0 0 v 0 0 m U ) drawing no. M95 -19A sheet 2 of 5 ) ALUMINUM TUBE MULLIONS FAX. (305) 888-9969 FAX. (305) 262-43978 UPDATED FOR 2007 FBC UPDATED FOR 2004 FBC 1 1 -3/4 "x 4 -1/2 "x. " TUBE ,E,� i ■■ 6063 -T6 T175X45 1 'O�'. I MMEEM ME NEE MEM ME M ME E En E EMI ME ME ME ME ME lrrrn n n n !! , !i!! hill 20 30 40 SO 60 70 81 In m co m LL 0_ 1 0` CD 0 m co J Zm Id 0m ID In m co m MULLION LOAD CHART TRIBUTARY WIDTH - INCHES MULLION LOAD CHART TRIBUTARY WIDTH - INCHES CO LL d 1 0 ` CD o m J Z � 0 w Dm I CO U) MULLION LOAD CHART TRIBUTARY WIDTH - INCHES MULLION LOAD CHART TRIBUTARY WIDTH - INCHES 1 20 30 40 50 60 70 80 » CO m N t 0` tsJ MULLION LOAD CHART TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTT 20 30 40 SO 60 70 8 TRIBUTARY WIDTH - INCHES Engr. DR. HUMAYQUN F.4R000 STRULILIRES FLAN PE t 16557 CAN. 3538 AU (a 0 6 2008 GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT w1 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE �� GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN W2 WIDTH (W) = wt + W2 2 p HORIZONTAL MULLION TYPICAL MULLION ARRANGEMENTS NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 111001.3C3' REVAMT) es a mir/ i ng will's the F 1358 E Acceptance Nost.-,WLeg Evingion Bate $ _ /3 cm cm 0 0 N 0 O z P • E re 0 O W cc O U a ✓ o C 0 w"' o aa a O 0 %E O Qw . • Z i ;MQ Q w.4i ° o N 0 1 • S J ui 0 0 a i 0 0 0 0 0 v 0 0 m U ) drawing no. M95 -19A sheet 2 of 5 ) ALUMINUM TUBE MULLIONS FAX. (305) 888-9969 FAX. (305) 262-43978 UPDATED FOR 2007 FBC UPDATED FOR 2004 FBC In m co m LL 0_ 1 0` CD 0 m co J Zm Id 0m ID In m co m MULLION LOAD CHART TRIBUTARY WIDTH - INCHES MULLION LOAD CHART TRIBUTARY WIDTH - INCHES CO LL d 1 0 ` CD o m J Z � 0 w Dm I CO U) MULLION LOAD CHART TRIBUTARY WIDTH - INCHES MULLION LOAD CHART TRIBUTARY WIDTH - INCHES 1 20 30 40 50 60 70 80 » CO m N t 0` tsJ MULLION LOAD CHART TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTT 20 30 40 SO 60 70 8 TRIBUTARY WIDTH - INCHES Engr. DR. HUMAYQUN F.4R000 STRULILIRES FLAN PE t 16557 CAN. 3538 AU (a 0 6 2008 GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT w1 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE �� GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN W2 WIDTH (W) = wt + W2 2 p HORIZONTAL MULLION TYPICAL MULLION ARRANGEMENTS NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 111001.3C3' REVAMT) es a mir/ i ng will's the F 1358 E Acceptance Nost.-,WLeg Evingion Bate $ _ /3 cm cm 0 0 N 0 O z P • E re 0 O W cc O U a ✓ o C 0 w"' o aa a O 0 %E O Qw . • Z i ;MQ Q w.4i ° o N 0 1 • S J ui 0 0 a i 0 0 0 0 0 v 0 0 m U ) drawing no. M95 -19A sheet 2 of 5 ) ALUMINUM TUBE MULLIONS FAX. (305) 888-9969 FAX. (305) 262-43978 UPDATED FOR 2007 FBC UPDATED FOR 2004 FBC . -7 GLAZING ���,�. . 7 PRODUCT .■ `' J ' _ ANCHOR \ ```ETAIL #1 GLAZING GLAZING PRODUCT PRODUCT MUWON SPAN CL m 1 0' 0 0 CO z ID Li.' 0 (T) ANCHOR LOAD CHART ANCHORS TYPE BORC GLAZING PRODUCT MUWON VERTICAL GLAZING PRODUCT W1 W2 ANCHORS TYPE A TYPEA ANCHORS .E A, B OR C I PA P N 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A, 8 OR C WIDTH (W) = w1 + W2 2 ID TYPICAL MULLION ARRANGEMENTS ANCHOR LOAD CHART 50 -5 8' 1'1""""„ ■1111 „�",. ■`111, ■ ■ ■■ nummi, ,■m■ ■ M1"„ ■,,,,1. ■■ ■"",.IELMI11, 11„"11,,, 11„11, MMELIIMIEWRIIME ■111111; ■■O1111 ■ ■�11►�,� ■�. ■ 1111•►11MA■1111 11,`11,■, ANCHORS TYPE B TYPEB 20 30 40 S0 60 70 TRIBUTARY WIDTH - INCHES • • • • • • • • • ••• • • • •• • HORIZONTAL•IAbLLOR •••• •••• ARSHES TO BE IN9CjtjQ r INSIaE• R eCTANGULAR - �F�APE •••• • • • • • • •• • • • • • • • • ANCHORS TYPE A, 8 OR C • • • • • •••• • N • • • •••••• • • • • • • • • • • • •.•••• • • • • • •• • • • •••••• • • • I ID 0 0. 0 J 0 Ii1 m 0 1'„"„„ ■■„\iii. '1,"111111■.■.:. ■1,,,..,,■, E■ 1111111111111111111111111111111 -' ■„111 ■ ■,,.I 1ll ■■,,,,,,■ NIN 1111■113■11110111111■ ■■■s►►►111MI11 1111 ■ ■■ ■11■ ■SIN ■ ■11111111 _ 1 ......... 1 ANCHOR LOAD CHART ANCHORS TYPE C TYPEC 80 20 30 40 50 TRIBUTARY WIDTH •••• • • •••• .•• • • • • • •• • ••• • • •••• • • • • •• • • • • •••• • • • • • • • •• • • • • •••• ANCHORS 60 70 - INCHES 80 /8" • • ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • : LOCATIONS AT HEAD, SILL OR JAMB ENDS. ••• •• FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) Engr. R. HUMAYOUN FAROOQ STRUCT'JRES FLA. PE # 16557 CAN. 353E AUG 0 6 2UOE s a RODUr.T cornpiy:og IA it cznwia v�pFL3ieing Ct.,de CdQrcept'a firs ,�q+;7s� ,28-6 Expiration a 3- 2 Fly Nliam Pgadgt O H a M 25 O w t O � v ✓ o 0W M O o. < o tire 0 Q o3 LL 2 M J UMQ a W�E CO Co 0 c 0 v 0 N c 0 a c 0 N 0 o 0 v 0 C 0 a cV 0 m 0 U 1 ■ 0 8 ) drawing no. M95 -19A sheet 3of 5 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE — MUWON — MUWON 2 X 2 X 1/8" ALUM ANGLE — 2 -5/8" LONG - r 1 0 0 iq MULLION 2 X 2 X 1/8 ALUM ANGLE 0 O ANCHORS TYPE 'A' 1.500 MAX. r 1.500 MIN. 1BY OR 2BY WOOD BUCK • a . ° • • 44 • 4/4" 0 ULTRACON 1/ ANGLE 4 e 4 # 14 S.M.S. 2/ ANGLE 4 ° .4 4 . 2 1,42 MIN NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 1/4" DIA. ULTRACON 1 -1/2 MIN. EMBED 1/ ANGLE 2X2X1/8 ALUM ANGLE #. 14 S.M.S. ; t / ANGLE li —MULUON —MUWON 2 X 2 X 1/8" ALUM ANGLE- 2-5/8 LONG - r O O O N z_ • • • •••• • • •••• • • •. •• • • • • • • • • • • •• • ANCHORS TYPE 'B' • • 1.500_•1; MAX. • • • .••• • • ••.• •••• • • • •• • • • • • ••• • • •••• .• • • 1BY OR 2BY WOOD. BUCK • • °• • .1/4" 0 ULTRACON 2/ ANGLE ° ° o . z • • .• • • • z 0 w x w M •• • • .• • •• • • • • . • • • ••• • •.. • •►•.• •...• •.• ••. • ••• • 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE •••. • • •••. •••• • • • • .• • • • • • •••• • • • .•• ANCHORS TYPE 'C' MULUON 2 X 2 X 1/8" ALUM ANGLE 3 -5/8" LONG • • ULTRACONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. .. •• • • . • • • • • • • • • NOTCH WOOD BUCK TO ACCOMODATE •CL.TW TO MASONRY ° 1/4" 0 ULTRACON 1 -1/4" MIN. EMBED 2/ ANGLE ° CONCRETE OR MASONRY BLOCKS O 0 0 z WOOD BUCKS NOT BY CURVATECH MUST SUSTAIN LOADS IMPOSED. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FL A. FE # 16557 CAN: 3538 AUG 062OO1 FLOATING MULLION CUPS ALTERNATE TO ANGLES ALL CASES CUPS TO FIT SNUG INTO TUBE MULLIONS a s x?'ziD!,A7i as MI By 11P eV4 10 0 0 11) .> Q) o, 0 0 Z Li a cc c.) 0 W I' Q tV > 3 � re J U ) c 0 L 0 y w 0 0 0 0 0 0 m U .0 ) drawing no. M95-1 9A sheet 4 of 5 FLOATING CUP LEGS REMOVED #14 S.M.S. 2/ ANGLE (CHART A at B) 3/ ANGLE (CHART C) • • • • •• • • • •• .. • • • • • • • • • • •• • TUBE MULLION • ••• • • •••• • • • • • • • .• • n1' • • TDQE MULkI • •••• •• . • • • • •• • • • •• .• • • • • • THIS SCREW CAN BE IN STAALJ,,L� EE Dp ! N EITHER DIREca- 1 ••• • •• ..•... • • 1«I. F.I S.M.S. • B 3/ ANA !8:(CHART C • • • 2/ ANGLE HART •A & •••• •. • • • . • • • • ?,N€ 10RS. DETAIL #1 • • 000000 MF.TAk TO METAL CONNECTION • • •••• • • • • •••• ALUM ANGLE 2 X 3/4 X 1/8 1 -5/8 LONG (FOR 2" TUBE) 2 -5/8 LONG (FOR 3 TUBE) 3 -5/8" LONG (FOR 4 ° . 5 At 6" TUBES) • • •••• ACCESS HOLE #1 4 S.M.S. 2/ ANGLE (CHART A At B) 3/ ANGLE (CHART C) • • • • • •• •••• • TUBE MULLION • • .• •••• • •• .• • • • • • • • • • • • •• TUBE MULLION Engr. OR. HUIAAYOUN FAROOQ STRUC3URES FLA. Pf f 16557 CAN: 353B AS 0 6 2.00B PRODUCT USED es complying wkili tan Pitr.O.i.b Bending e Acceptance No 0, etet B EXpiiritiM Date —? _ By 44t.4 bawd FgglIRAI! 0 in C 0 L 0 a N a 0 v 0 0 v 0 b r .0 L • drawing no. M95 -19A sheet 5 of 5