The URL can be used to link to this page

WINDOWSCONTRACTOR New Construction Name s C �1 �.) +* j ": J i 0'V S License No. e ,—r ., ( c o 5 1 ,2 Address me-Am( Sti.or s �+-L Address 5-0 5. N. LL; VY1ta v t FL 7 a ic,'�� 3 3 rLC Home Telephone 7 lk q I,_ d0I — '1 2 a V 0 CX Telephone , ,r , Fax e tid 9 Qualifier Name IT\ fxaF, I 0 . Fax PROPERTY OWNER New Construction Name 4" Alteration Exterior Address me-Am( Sti.or s �+-L - 3 1 Home Telephone 7 lk q I,_ d0I — '1 2 a V 0 CX Demolish Business Telephone Relocation of Structure Fax Foundation Only TYPE OF MANAGEMENT (✓) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 10 1 Address Folio Number Lot Block Subdivision Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PB PG G°#- s i A z tN Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax City Description of Work PERMIT APPLICATION Master Permit No. Subsidiary Permit No. State Zip Zoning Linear Feet Square Feet Units Floors Value of Work v.)300 6c7 Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 11IPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1s' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor STA OF FLORI OF MIAMI -DADE Print Name Sworn to and subscribed before me this Signature SEAL: day of Public - Stat- .f Florida JGSEi -t. DA"/1 NOTARY PUBLIC STATE OF FAXIIDA COMMISSION NO. C MYOOMMISStGid EXP. AA. 21 . COO Personally known OR, Produced Identi ication STATE OF FLORID COUNTY OF I � ADE ?'moo .. ontractor / Print Name S om to and subscribed before me this Cl day of ® �3 . V Signatu of Notary Public - State of Florida SEAL: �vr • Mona Smith- Deleon • a _ My Commission 00072699 • Vi di Expires November 15, 2005 PERMIT APPLICATION Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: ELECTRICAL TYPE Minimum Fee TY. TYPE Dryer QTY. TVI'I Outlet, Appliance QTV. TYPE Service Repair QTY. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE. Minimum Fee QTY. TYPE Condensate Drain QTY. 'I'\PI: Generator Qi'\. T'YI'li Refrigeration, Tons QTV. A/C Central, Tons QTY Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUN1BING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE: Miscellaneous Fixture QTY. TYPE Soakage Pit QTY Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply ■ Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural 4 Building Official �,�� Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary ❑ HRS / DERM APPROVAL (Septic / Sewer) LI PROOF OF OWNERSHIP (Attach) ❑ IMPACT FEE (New Construction) • r - -4 ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) $ Miami Shores Village $ Bond $ Metropolitan Dade County (C.C.F.) $ 3 a tl? ( sq.ft. = x/1000 x ¢.60) $ (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $.• 4 - 6 ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/31/2002 Applicant: 1 JOEL O " - Owner: - AMS -Ta4. O JOB ADDRESS: 1015 M rY V" C Contractor ALLSTATE WINDOWS & DOORS Contractor's Address: 5205 NW 72 AVE Local Phone: 305 - 513 -3388 0 Parcel # 1132050170120 Fees: Description Amount FEE2002 -6156 Builder's Bond $300.00 FEE2002 -6158 Building Fee $85.00 FEE2002 -6159 CCF $3.60 Total Fees: $388.60 Total Fees: $388.60 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 4/28/2003 Construction Value: $5,300.00 Work: INSTALL 25 WINDOWS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining t• _— ork covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, se � or empl • : A O Signed: �1�_ `` (INSPECTOR) BY: 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 I assume responisibility for all work done by either myself, my agent, servants or employes. NE 97 Building Permit Permit Number: BP2002 -1853 Legal Description: 5 6 53 42 1 JOEL ST (Contractor or Builder) BY: Page 1 of 1 PB 43 -51 REV PL MIAMI SHORES SEC 8 LOT 12 BLK 180 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 0 '61 5 305- 795 -2204 B uilding Inspection Request Date Type Insp Permit No. Name Address Company Approve Correction Re-Insp'n Fee Date Type Insp'n Permit No. Name Address Company Phone # 3 Approved Correction Re- Insp'n Fee MI, SHORES VILLAGE BU JG DEPARTMENT 305- 795 -2204 Building Inspection Request as Ca For Inspector:/I /JYOa� Name & Date k- 3'e 0 PAY TO THE O'DER OF sHVlloa 31 N.,_115EE65C9 0992 088T L0Z09 -C9 . ity enhanced document See back ALLSTATE WINDOWS DOORS & SHUTTERS INC. 5205 NW 72ND AVE. MIAMI SPRINGS, FL 33166 e of HitkO1i 600(E5 oe) j - rte £10£8 ld 'HV31VIH '3AV OL 1SV3 19017 i H VWS )418V0 IHVWS 'H SIN3laVW DATE Io 2 oZ : OW3W 01066 110 I2 I'IM cog N O I N n 1 1 0 3 tl I Z:i EMOd AO H30H0 3H1 01 AVd $ 7 F FOR OCEAN e� 10 7650 N.W. 25TH STREET MIAMI, FLORIDA 77122 Sec 111009 LO Los 40660LL3921: LOLO22706711■ 1' 9104 DOLLARS 8 63- 1139/660 10 smindLOW OeatacntaA NAME: UQri ( i'\lS S V 4 -tlr' ADDRESS: 101 �V � C ` ) S CITY: K C�.t � J ko('-J o tA0 wkLTe. �= 040 w \-;tt- .I). CONTRACT DATE: CONTRACT NUMBER: JON vcri C Q La 1 (:) ,/ ti es f4 R p rO dut-15 i r o 1) — t t2c-r S r+ t, Irp,«.,Q b (Axe t/ L l ny.ra Lf fat— J 1 r5S )(---: thWitY 0 F-i zf 1f 3 1(300 :roe. Oar: ti STATE:FL ZIP: 33135 OFFICE PHONE: DIAGRAM / SALESMAN: INSTALLER: DATE OF INSTALLATION: ' a / HOME PHONE: O6 .2 � 61 — 2- tJ trI&flt el ze- T; 3 ZO0 NAME: liar t 1Z — t i I S S 1,4t '- ADDRESS: 1 01 5 /V (j S " CITY: 01 ✓ I t ( STATE:FL ZIP: 3513 DIAGRAM CONTRACT DATE: CONTRACT NUMBER: SALESMAN: INSTALLER: DATE OF INSTALLATION: Q }� �✓f HOME PHONE: 3 1_ ( _ Z -'1- tit arI s OFFICE PHONE: ICS / t: 3 g goo `J ��i lJ�rcJ 20 Z MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1071) Technology Drive Nokomis FL 34274 Approved:01 /07/2000 1 of 3 MIAMMI - DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 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 SF.CTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROI, DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: r Series 6000 Aluminunt Fixed Window Nit, q hitla l , /J 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1110.04 Expires:12 /02/2002 Raul Rodiittucz Chief Product Control Division TI-HS IS THE COVERSHEET, 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 Dade County, Florida under the conditions set forth above. Internet mail address: postmaster (buildingcodeonline.com Homepage: http :J)www.huildingcudeonline.com ai„r. •rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Progressive Glass Technology Industries APPROVEI) NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown approved drawings. ACCEPTANCE No.: 99-1110.04 JAN 072000 EXPIRES : Dec. 2, 2002 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0409.04, that was issued on December 2, 1998. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, 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 Series "6000" Aluminum Fixed Window, and its components shall be constructed in strict compliance with the following documents: Drawing No 548, titled " F -600 Picture Window," Sheets 1 through 4 of 4, dated 10/15/99, signed and sealed by Robert L Clark, P.E. They bear the Dade County County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit will require a hurricane protective system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Noticc of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Mariuel Perez, P.E. Product intro] Examiner Pro8uet Division 2 of 3 Progressive Class Technology Industries ACCEPTANCE No.: 99- 1110.04 APPROVED : JAN 0 7 2000 EXPIRES : Dec. 2, 2002 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled 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 oldie product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa 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 applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at 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 termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. Manuel 'erez, P. E, Product Co Examiner Product . ntrol Division END OF THIS ACCEPTANCE 3 uf3 (2 J� � J.fdtenot: �Cv fC :�[/lt�' 0 Roved NY ITEM PART # 2 3 4 5 6 7 8 9 Rovis.ons: 1 68342 61168. 7834 62899C 61308K 6SM55 W 7PWSW DESCRIPTION FRAME HEAD, SILL & JAMB EXTRUDED GL A Z I NC BEAD #8 x 3/4 Pn. Ph. SINS 110 x 2 in stollation screws SILICON BACK BEDDING CLOS`D CELL FOAM TAPE SEAM SEALER 3/16 ANNEALED 16 x 7/8 Fl. Ph. SMS IlgeSta02 tlnfess Noted; 1070 TAr- hnr■Ingy Dr. Nokomis, FI. 34275 Oeci nol .00: 3 Decimal .000 tingtion Series/Model: Date: Ghket 8y: rote: F -6000 Oescription: F -600 PGT NO: Drown Qy Dote: 0.6. ; 0 / 1 5/99 VENDOR NO: Alumax Alumax VENDOR FASTEC INDUSTRIES FASTEC INDUSTRIES GOW CORNING SCHNEE /MOREHEAD PPG. .LOI' FASTEC INDUSTRIES STJK —II PRODUCTS NON- IMPACT WINDOWS 1.) WINDOW SIZE: 36" x 74" 2.) GLAZING: 3/16" ANNEALED 3.) CONFIGURATIONS: 0 4.) SHUTTER REQUIREMENT: SI:UrT E ;S ARE REQUIRED AT ALL INSTALLAJIONS 5.) ANCHORS MAX. 6" FROM EACH CORNER i l !FAD, SJLL & JAMBS) MAX. SPACING AT HEAD ec SILL: 12" MAX. SPACING AT JAMB: 12.500" Picture Window — Elevation — rote: Sheet: of- ` APPROVED AS COMPLYING Waif TIN' SOWN FLORIDA BUILD:N6 CORE BY PROW COj b,ut Ot`1.S.CN ( BUILDING CODE COMPLIARCE OFFICE ACCLPIANCE NO. 99- !1 /0. 1 INDUSTRIES Drowing t o. 548 VENDOR # AF -8342 AF-1168 899 1308 -1 SM5504 Rev: 2.000 -- 0 J 7/1.000 u \� y !J VERTICAL .500 1- Y Revisions: Material: Revsd 8y: Drown tiy. Dote: 0.8. Ch4L! By: Dote Dote: 0/ 15/09 36.000 Tokronrrs Unkss Noted - , 1070 TPrnnnlogy pr. Decimal . f Nokomis, Fl. Decimal .aai Amjuisc t r 34275 Series /Model: F -6000 Description: .500 .735 } FRAME CORNERS HQRILON TAL APPROVED AS COMPLTINC YJFTII THF. SOUTH FLORIDA BUILDING CARE Mir V�� On. —— 2 ° PRODJC _C>6:0; DIV•S.cr BUIID.NG CODE COMPLIMICE OFFICE ACCEPTANCE NO 99 — 1/10- F -6000 Picture Window — Sections PCT NO: VENDOP ND Scale: Sheet: Drawing No. 2° 4 548 INDUSTRIES Window Heights Window Widths 18.000 (2) Window W.it+ths 30.000 (2) 18.000 f2) 24.000 (2) f 30.000 (2) 32.000 (2) 36.000 (2) _ 26.000 (2) 130 69.04 130 125 L 130 :04 125 97 1 125 R5 61.71 38.375 (4) 130 83.03 66.89 50.625 (3) 125 74.000 I4) 99 52.00 49.00 _ 77 72 42,00 63 , 80.29 63.000 4) 109 92 42.00 78 61 57 51 74.000 (4) �i 66 1 52 49 42 Window Heights Window Widths 18.000 (2) 24.000 (2) 30.000 (2) 32.000 (2) 36.000 (2) 26.000 (21_ 100.00 93.15 83.46 81.04 77.00 38.375 (4) 94.87 78.73 69.04 66.62 62.58 50.625 3) 87.54 71.40 61.71 59.29 55.25 63.000 4 83.03 66.89 57.20 54.78 50.74 74.000 I4) 80.29 1 64.15 52.00 49.00 _ 42.00 Window Heights Window Widths 18.000 (2) 24.000 (2) 30.000 (2) 3200012) - 36.000 L2) 26.000 (2) 100.00 93.15 83.46 81.04 77.00 38.375 4) 94.87 78.73 69.04 66.62 62.58 50.625 ( 3 87.54 71.40 61.71 59.29 55.25 63.000 L 4) 8-4:71 *# 66.89 57.20 54.76 50.74 74.000 (4) 80.29 64.15 52.00 49.00 42,00 Window Heights 1Vindc h Widths 19.125 12) 26.500 (2) 36.000 (2) 53.125 (3) 26.000 (2) 105.49 88.58 77.00 N A 38.375 4 91.08 74.16 02.58 'V A 50.625 3 83.75 66.83 55.25 N/A 6.3.000 ((4 79.23 62.32 ! 50.74 N/A 74.000 4 76.49 59.00 42.00 N/A Window Nei • hts Window Widths 19.125 Q] 26.500 2 36.000 QJ j 26.000 Q 100.00 88.56 77.00 N/A 38.375 4 91.08 74.76 62.58 N/A 50.625 3 83.75 66.83 55.25 N/A 63.000 4) /A 79.23 76.49 62.32 59.00 50.7 42.00 N N/A 74.000 4) j Window Heights Window Widths 19.125 (2) 26.500 (2) 36.000 (2) 53.125 (3) 26.0002) 8 8 8 10 38.375 (4)___ 10 10 10 12 50.675 - 3 - � ) -- 63.000 4J 10 10 10 12 12 _ 72 12 1 4 74.000 4) 12 12 12 14 Window Heights Window Widths Window Widths 18.000 (2) 24.000 (2) 30.000 (2) 32.000 (2) 36.000 (2) 26.000 (2) 109.29 93.15 83.46 81.04 77.00 38.375 (4) 94.67 78.73 69.04 66.62 62.58 50.625 (3) 87.54 _ 71.40 61.71 59.29 55.25 63.000 (4) 83.03 ' 66.89 57.20 54.78 50.74 ' 74.000 (4) , 80.29 64.15 52.00 49.00 42.00 Window ilei•hts Window Widths 19.125 2 25.500 ()J 36.000 2 53.725 3 25.000 c 1 30 ? 30 175 86 38.375 4 130 121 85 56 50.625 0111 125 89 63 41 63.000 (4) _ 101 70 5' 34 74.000 (4) 85 59 42 29 a a 'nth 's • •p •r" • • 1 h Negative Design Loads based on Comparative Analysis (psf.) Negative Design Loads based on Class Table () Positive Design Loads bused on Comparative Analysis (psf.) Positive Design Loads based on Woter Pressure. Number of Anchors per Window Size Anchors at 6" from eorh corner & Max. 24" thereafter. Gloss Table 35 -E - Maximum Op. NOTES: 1.) REFERENCE: TEST FTL -1380 2.) REFERENCE: N. U.A. 96- 040&.04 DESIGN: + 100 PSF -1;0 S NEW N.O.A. L I Ir' it • • I tit • • N I rs 'i .a Negctive Design Loads based on Comparative A.nolysis (psf.) Negative Design Loads based on Gloss Toble 0 Positive Design Loads based on Comparative Analysis (psf.) Positive Design roods based on Woter Pressure. Number of Anchors per Window Size Anchors at 6" from each corner & Max. 24" thereafter. Ctcss Table 35 -E - Maximum D,. Q!'WSian! Rend 8y: Date: Drown By 0.8. factions : l+atcd /070 Tec hnoiuyy G;. r D x Nokomis, R. Decimal .000 3 t r• 34275 i series /Model: F -6000 1 0•scripuon: Chkd 8y: !Dote. : F - 6000 Picture 1 PCT N0: VENDOR NO: K y.. • APPROVED AS COMPLYII(C WITH Tnr SOU N FLORIDA BU11 / CODE DAT. �.�1'�'C" i ~ OUiL041 CODE COMPLIANCE OFFICE ACCLPIANCE NO f 0. 0 T i INDUSTRIES Windcw - Comparative Analysis ' Scott: i Sneet: Drawing No. Rev: 130 548 3/ fi" TAPCON .250 ---- MAX. 1.250 4 4 ' 4 4 .4 • 4 4 1 x WOOD BULK TYP. HEAD, SILL JAMB # 1 PAP D Revisions: Material: Rend 8)"• Drawn 8y: Dote: I Chkd 8y: 1 Date: Dote: .250 --0— MAX. 1.250 2 x WOOD BUCK 'd - . 4 TYP. HEAD, SILL JAMB Tclerenres__Qpiess Hata Freda= t 1/64 Decimal .00; t Decimal .000 t Mss f 1' cc: ic.i i.1.hfc 4 F -6000 1070 rechiology Or. Nokomis, fl. 34275 APPROVED AS COMPLYING 11TTH TR( SCUJTt FLORIDA BUILDIN DATE Yrke32 -- { I . 2[90 1 DY PangRCT (. IT)! O!V'S JN DUILOIN,, DE COMPLIANCE OFFICE ACCEPTANCE N0.9'"// ft a INDUSTRIES . 0scription: 'F -6000 Picture Window — Anchorage I PCT NO: [VENDOR NO: rScole:TSnaet:l Drawing No. • ^ Rev MI AMIDADE pal PRODUCT CONTROL NOTICE, OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,I' L 34275 Your application for Notice of Acceptance (NOA) of: Series "SI1 -4000" Aluminum Single Hung Window under Chapter 8 of the Codc 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 manufacturers 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 rida Building Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0516.10 EXPIRES: 09/30/2006 haul Rodriguez Chief Product Control Division THIS IS THE COVERSIITET, SEE AADITIONAI FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application fdr Product Approval has been reviewed by the I3CCO and approved by the T3uildine. Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 09/30/2001 t? s04S000t10c200011temvlatoslnotke acceptance cave page. dam Internet mail address: pastmastert7buildingendeanline .cam MIAMI -DADE COUNTY. FLORIDA METRO -I)ADE FLAGLER BUILDING BUILDING CODE COMPLIANCY. OI VICE: METRO- t)AI)E FLAGI.V.It. BUILDING 1.111 w1'.11 11 .A(. ;I :R sTREKr. .St IITI 16(13 MIAill, 1 t.Oltll):\ 33131) -15( 3 (305) 375 2001 FAX (305) 375.2001I ('U;i tt.AtT(tR t.ICE:N5lMC SECTION (305) 375.2527 IAN (MIS/3 Co \TIt.1ciOlt ENFORCEMENT DIVISION (3051375 -2966 FAX (305) 375.2' rllonuCr COX "r8O1. DIVISION (305) 375 -2902 FAX (3051372 -6339 FranciNco .1. Quintana. R.A. Director Miami -Dade County l3uildi(tg Codc Compliance Office Holnepage: http : / /www.huildingcudeonline.cum PGT industries ACCF1'TANC :F. Nn.: 01- 0516.10 APPROVED September 30, 2001 EXPIRES : September 30, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SF13C), 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 Series "SH- 4000" Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No 2736, titled "Aluminum Single Hung Window" Sheets 1 through 8 of 8 dated 04/18/01 and last revised on 08 -31 -2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by thc Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in app -oved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with thc approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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 ". 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 Sec °ion 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 \ 5L.41 Ishaq 1. C ands, P.=?. Product Control Examiner Product Control Division PGT industries ACCEPTANCE No.: 01- 0516.10 APPROVED September 30, 2001 EXPIRES September 30, 2006 NOTICE OP 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 Aperoved ", 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 nn longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically he cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fc 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 sale:;, 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 literatui e. 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 utliet documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at 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 termination and removal of Acceptance, 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. kt.G� 1. L L. �.u�1, Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Div:sion ENI) OF THIS ACCEPTANCE 3 24.000 (2) -120.00 36.67 - 120.03 36.67 - 120.00 56.57 44.16 55.67 -63.04 56.67 26.530 11) •120.00 56.67 .120.04 58.67 - 120.00 1607 42.11 56.67 - 60.39 95.04 32.000 I3.3 . 120.00 55.67 .120.00 5067 401 .71:1 56.87 .60.04 56.07 .56.01 51.26 37.000 131 - 120.06 35.67 .120.00 3087 -66.50 56.67 - 70.90 56.67 .83.04 50.03 40.000 ;3) - 120.00 58.57 416.60 56.67 .80.90 56.67 -65.80 56.67 45.00 30.00 45.000 3) - 12540 56.67 408.03 55.67 -73.00 56.67 -59.20 56.67 -52.30 50.00 46.000 '38 - 120.00 56.67 -96.75 56.67 -64.50 56.67 -5390 53.90 -46.00 41.00 33.125 ' 4) .117.70 55.67 .65.36 66.67 -59.50 36.67 -47.50 .47.80 .43.10 43.10 COMPARA - Wit ANALYSIS 600j GLASS: 3116 7E14alft93 FTL. 2659 Window Width Whitton. Height 25.003 (A: 35.3 (a) 50.625 (43 63.000 (6) 76.000 161 Pea Poe 00 9 Poi nag a Vas nay peg nay pas 19.12E (1) .136.00 51.17 . 135.06 56.67 1 - 131.00 56.67 -96.65 *6.67 .73.01 43.64 56.37 56.67 24.000 11) - 135.00 56.67 .135.06 56.67 - 124.29 36.67 24.05 56.67 26.500 (2) - 135.00 56,67 -13906 36.67 - '23.95 3647 42.11 66.67 40.65 55.67 32.000 (3) -135.00 56.67 - 135.00 56.67 -123.35 56.67 40.04 55.67 .56.41 56.41 55.04 37.000 Pl -13500 5667 - 135.00 56.17 - 5647 20.04 56.67 -55.04 40.000 (3) .135.00 f 56.67 -12225 54.57 - 1 03.04 31.67 40.04 56.67 .53.00 55,00 44.000 (Tr 43540 56.67 ' .100.01 61.67 99.61 55-6 40.04 06.67 -5540 56.00 46.000 (3) -132.20 ' 56.67 -96.7 86.57 -71.72 5067 -70.21 5047 -66.00 . 66.00 53.125 (4) 117.70 56.67 .65.35 56.67 49.62 56.67 -60.56 66.67 -56.00 66.00 MAX. HEIGHT 76.DOD" { w (.J 10" MAX. 5 .. MAX. 0 MAX. WIDTH 53.125" MAX. FIXED LITE DAYLIGHT OPENING 49.125 CEN"ERLINE OF METING RILL MAX. VENT DAYLIGHT OPENING 48.125" NON-IMPACT WINDOWS 1.) TEST f'£PCRT GLAZING, MAXIMUM SIZE A) F7L -2959. 3/76" TEMPERED. 53.125 x 75.000 13) ;71.-2960. 3/16" ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) SEE SHEET 2 OF 8 TOR SECTION DETAILS MAX. FIXED LIE HEIGHT FROM BOTTOM - OF MEETING P.o L 37 5/8" MAX. FIXED LITE DAYLIGHT OPENING 34.500" MAX. VENT DAYLIGHT OPENING 34.500" 1(ljv j (1bcrt L Clark, PEI PE :39712 Structural T pOj10114A71 t0, Window INtdth 11.125 (2) !�MFYi�!n4� 2fi.000 1q nee ow - 120.00 1 56.67 040.0 a F.K. vescepoorl: 3/16 GLAZING DETAIL GLA3S1 3146 ANNEALED 36.335 (4) ne9 pas - 120.00 55.67 COMPWRWTIV# AM*LY3Nj m0793: 1.1 Nineties !nil oArenthrses we Qua,Nty of anchors per side. 2.) Nagatks Design Loads based on Coinparatiw Analysis and Glass TabI. ASTM 01300. 3.1 Positive Design Lead& Sanwa on Comparativa Analysts aril Water Test Pttsavn. 4.) Numbers ens 501' 010 &trews Or 3116' Tspcons. (7117 same.* may be uses Instant a6 gin) SA AsO 5.00 max. from with corner amt 000' malt. on wither side of 004614119 rtlf. Maa. anchor :piscine of 16 et Jacobs and 2!T 81 head ind silt. .375 MIN. !, GLASS BITE window trrhgbt 50.625 (4) 114 005 - 120.00 36.67 Revsd (y: F. K. Gdte: 8/31/1 cb: & 4/18/01 Revisions: REDRAWN 63.030 (6) net -51435 ....roving Nc. PTL- 2960 76.060 (6) poi -. 1189 1 pas 56.67 -73.01 ( 5067 kr.- - ROV'F 4 S COMPLrI3 GW114 TH SOUT14 f10RIDMI ItLDING CODE DATE Sic PrtHSre ro, ,) 611 __14.4. 1. wrk - PRODUCT CONTROL DN.SION 9NLDI1NGEOOEZ 010EOF9CE kCCEPTANCS NO. ` 05 1 FLANGED W/ 3/16T OR 3/16A GLASS (361*: ALUMINUM SINGLE HUNG W'NDOVV (TG --A) 1070 TECHr`OIO:Y DRIVE 6 ..O. 80X 152 I rice /7.4046: l Sco;Y i Sheet NOKOMIS, FL 34275 NOKOMIS. 11 3'_? 4 SH- 40170 I S 1 1 a 8 Rev: 2 736 1 A MAX. HEIGHT Mt (. FIXED LITE VERTICAL SECTION MAY. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING 7,4 Robert L ClArk Y. , PE 439712 Structural MAX. DAYLIGHT OPENING MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON — IMPACT WINDOWS 1.) TEST REPORT GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 2) L -2960, 3/16" ANNEALED, 53.125 x 76:000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS ("; 5 ) 2.000" APPROVED OS COWM.YING VAN TM[ S OUTH FLORIDA BUW(NO now set 3fl, 'La 0l ++ BY 4c t.4i 1 L7•Aq a y.i� PRODUCT CONTROL otvtsloi 6tiaDING CODE t;OMP41ANC? DFFt ACCEPTANCE NO.6 t — O5 i6 ' (0 INDUSTRIES_ 1070 TECHNOLOGY DRIVE 1 NOKOMIS, FL 34275 Drown By: F D.scripticn: rate Revsa Sy: Dore: f icerisicnrr F K. 8/31/1 'REDRAWN Date: 6/01 I SECT IONS FROM SHEET 1. ALUMINUM S;NGLE HUNG 'WI S(1;11 loll: Sufic Stl ef: NOCOMIS, £L 51.1-4000 IV'.S 2 c' 3 3/16 GLASS NDOW LTG —A) Drawing Nc. 2736 Rev: A rOMPARATIVE AWAL74411 P3111 GLASS WS ANNIALPA 371. 2963 Window WOW.. Orin0co' width n►ndovr Helpht eetnd0w Height 56.000 (4) 38.315 (4) 50.625 (a) 63.000 (6) 045 pas nes I P05 1109 Pm nail S 104 19.125 (2) -75.00 -. 34.67 -75.00 56.57 -73.00 56.67 -69.40 , 55-57 4. 2090 (2) -76.00 55.67 _ 775.00 56.67 75.00 56.67 39.60 63.67 1 76.500 al .75.00 26.57 75.00 56.67 - 70.00 5641 .56.50 45.60 • 32.000 (21 .75.00 ' 56.67 47.60 54.67 .57.40 65.67 -60.40 57.80 37.000 (3) 45-00 46.67 -56.50 56.50 48.40 45.60 13.70 43.70 ;941E8 4T VI AN8L. *I$ TM GLA35 051 ANNIAIiO P7L 2861 i Orin0co' width eetnd0w Height 214.000 )4) 316376144 10.625 14) 63.000 (6) 76.001 (6) nes 1100 n49 pas sag pos nes 103 pep Pei 19.125 (A -76.60 1 66.67 - 76.00 56.67 45. , 56.67 -56.79 5167 - 42.51 43.81 24.000 (2 -15.06 66.67 -75.00 56.67 .74.40 ; 56.67 40.91 50.81 -34.14 38.16 26.500 (2 -75.00 46.67 -75.00 56.67 40.00 3447 .49.27 41.27 - 36.33 36.33 32.000 (3) -75.00 56.67 -67.00 5647 -67.40 55.57 .49.02 46.02 -33.64 3344 37.000 (3) -75,00 56.67 -56.50 54.50 -43.60 49.60 .4170 45.70 -33.02 33.02 40.000 (4 -75.00 51.57 -51.50 54.50 -45.20 65.30 .40.20 ' 40.20 -33.00 ' 33.00 44.000 (3) 45.00 5447 -47.60 47.50 410.00 46.00 -36.70 • 3170 -32.60 32.40 43.000 13) -75.00 5667 -45.10 46.10 -36.70 35.70 -33.70 3170 - 29.60 24.60 27.50 51126 14 .76.60 56.67 �.20J 43.29 40.90 36.90 .29.70 , 2670 .2740 • MAx. ,- I:h1 75.005' MAX, hEIG5I 63.003 1 C ' k MAX. ILAN. FIXE) LITE OA:RJGl4 OPEnwS 49.123 +- o CE'TERLd$ Of ME01•C Ica( + - VAX. V(NT DAYLIGHT OPENING 48.125' -- - SAX. r..xE) L1TE DIY.:GHT OPENING 33.000' - � - j 0 MARLINE Of TIRING RAP. W.X. 0 10TH 5:.125' MAX. 9.078 37000' VAX. DIT CoYUGHT OPENIG 31.675' -.- UVx. f1XED U'E 5 .0J0HT CPE►: NG 34.500' i 1.0X. 1*30 DOUGH! O'E4N0 34.500" MAX. FIX L15 oAYUGHT OPEHNS 26.a00' MAX. VENT DAYI3.S1T OPERIN 18.000' 4.4.3. nub UTE HE: HT /ROM 807TOf Of MEC RNL 37 5/8' 11AX. 1TXEf Lilt SIGHT FROM OOTtmu Of MEETING VA1L 31 /6' Al -2961 NON- h.4PACT WINDOWS 1.) TEST REPORT GAZING, MAXIMUM SIZE A) FTL -2567, 7/8" DOUBLE STRENGTH ANNEALED, 53..25 x 76.000 9) FTL- 2963. 1/8' DOUBLE S7RENGTt+ ANNEALED, 37.000 x 63 2.) SHUTTERS APE REQUIRED AT ALL INSTALLATIONS 3.) PRESSURES UNDER 40 P5F ARE NOT APPLICABLE IN MI4U - DADE COUNTY 4.) SEE SHEET 4 OF 8 FOR SECTION DETAILS . -2963 r (11 . k, ‘ l �Jl Robert L. . /k, P.E. PE 12739712 Structural 1je GLASS (22 t 19 CDMP8641W6 AMALYS16 NOTES 43 Numbs iJn.(]D9itheees are «entity If anchors oar stle_ 2.) Negetios Cosign Loads talSed on Comparative Analysis and Wasa Table, 43TN E1300. 3.) Posittve Design Loads based on Corepatsltve Analyelsa,d Slater Test Pressure. 44 f1umbarr are for *10 :crews or 3116' Tap_Gas. 4112 screws may be used 'nomad or s10's) 6.) Anchors 5.007 marl. from arch corner mu SAD' num. en riple• side of nteet505 tali. Max. anchor S acllrg 0116 at Jambs and 20' et hoed 410 s91. 1/8 GLAZING DETAIL .3)5 ' CLASS 317E - INDUSTRIES 1070 1 EC4if. 01OGY DRNE NO1(0146 FL 34275 arvem 8y: F.K. FLANGED w/ 0S3 Rerso By..Dete: F.K. 4 8/37/7 ALUMINUM SINGLE Sryies/LboCet P.O. BOx 1529 NO(C7)AtS, FL 34274 SN - 4003 Oete.4/ 1 8/01 R33114na: REDRAWN GLASS APPROVC AS CO"PLY1123 MTN THE aOuTN fLCRIGABUILDING CODE /WM 45. k. gY • PROO uCT 1 GDIfTROL ONI illliLO1NG woe L OFPME ACCEPTARCE VI,. c-7 HUNG 'WINDOW (TG -A) Scole NTS 3 8 Wo-4o No. 04 2 73 6 ,q MAX. 'rHEIG VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING 1+,1AX • VENT DAYLGI -IT OPENING Ij 1 71 ' b l Robert L. Clark. P.E. PE N39712 Structural INDUSTRI ES MAX. DAYUGH OPENING VENT FIXED LITE MAX. DAYLIGHT OPENING MAX. WIDTH HOR:ZONTAL SECTION title: 10'0 TECHNOLOCY DRIVE P.O. BOX 1 529 MOKOutS, FL 34275 NOKOMIS. f, 34274 Sarias/uoae: SH -4000 REDRAWN Scofe: NTS Shamir 4 al 8 2.000" NON - IMPACT WINDOWS 1.) TEST REPORT. GLAZING, MAXIMUM SIZE • A) FTL -2961, 1/8" DOUBLE STRENGTH ANNEALED, 5,3.125 x 76.000 B) FTL- -2963, 1/8" DOUBLE STRENGTH ANNEALED, 37.000 x 63.000 2.) SHUTTERS ARE REXUIRED AT ALL INSTALLATIONS APPROVED AS XMPt.YfN3 Wl7N THE IDuni FiO44134 BUXOM Gte to nt=1 BY PRODUCT COFdROL OMSION elitW NG CODE t o O CE AccErnANCe to C I- n S 1 o' 1 -�: 8 1Revso ay F.K. Droop 8y: Date: F.K. 1 4/18/0 7 pit,: SECTIGNS FROM S HEST 3, 1/8 GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A Orav:ng No. 2 736 Rev: A cabLe6R631 AN4S -TSI5 FOR: GLASS: SSA ANNLALLO ♦7L. 2964 Window Width Wirdow Haight --t 26.000 (4) 38,375 )4) 60.625 )4) I 6.3.000 (4) ; 70.000 (61, nag pas nog i pas Deg pee 1 nag Sot r.9 pos. 19.125 13) •75.00 56.97 .75.00 56.07 43.50 ; 56.67 -45.70 46.70 .42.60 I 42.40 24.000 (1) •75.00 56.67 -67.00 , 56.47 -15.10 I 55.10 -44.40 44.40 -36.94 36.64 26.S00 (I) -75.00 36.67 -60.70 1 56.67 -50.80 50.80 - 41.90 41,90 _1. I 37.19 32000 (5) -61.70 56.67 -4800 • 48.00 -12.60 42.60 -35.70 35.70 - 72.51 32.50 3720o t. .90.25 56.67 •39.30 I 39.30 -1.40 36.40 -31.10 31.10 -'6.10 25.10 1 441X. NE-CITT .16.7•0' 5 3 110X. 5. re u IU r 1,.1X. a s :.., • 'vac. ... 5 w � - ce V/ 0 1r = WY., dAX. AUGHT 70.000' MAX. FIXED LT‘: DAYLIGHT OPE+INC 49.175 X 1 t+Wl. 44C1H 53.175' CEN'ERJtE OF NEECING 2J•lt Los- LOX. VENT DAYUCM OPENING 48 -000' MAX. %IDIN 37.000' - -- CCKTERINE OF LEET,NIG RAIL •- - - --� at&X %TNT 5AYUpr1 OPENING 32.000 ---� - 110X. FIXED t fE DA'UCHT OPENING 20.750 WAX. VtNT OA'tx KT OPEFiNC 20.750 f PAX. Vt74T DM;CI4T OPEN19G J1.375� l kX. 8360 Lr'E hDGNT 2044 80TT014 OF YEFPNG RAIL ?3 7/6 NON-IMPACT WINDOWS 1.) TEST REPORT, GLAZING, .MAXIMUM SIZE A) FTL -2962. .3/.32' SINGLE STRENGTH ANNEALED, 53.525 x 4815D 9) FTL -2964. 3/32 SINCLE STRENGT7' ANNEALED. 37.000 x 70 000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLAT IONS ;.) aRESSURES UNDER 40 PSF ARE NOT APPLICABLE /,Y MIAMI -DADE COUNTY 4.) SEE SHEET i 6 or 8 FOR 5ECT7ON DETAILS FOX 13E0 lTIE H£IG'f, FROLL 8(71104( OF )FETING fw: 31 1/2' 141x. FIXED L(TE ONL -CI(T OPENING 31.375 1 L FTL -2962 FTL-2964 1.� r • LL A Robert L rt7k, P.E. PF. #39712 Structural (c0/0PARAT.y6 Ar7ALr ;1; rnR_ 1 26.300 (2) -75.00 56.67 52.000 (.3 48.79 J 56.67 17.000 ()) -63.70 56.67 40.000 J:) -62.S0 56.07 •56. 66.418 -48.00 45.00 - •39.30 39.30 Window W1025 19.125 INDUSTRIES m 26.000 (2) 44.000 1:) 46.000 ):) 53.125 (4) 9dd: 26.000 nag •75,00 -57.60 -56.30 Jescriplion: 1 3/32 GLAZING DETAIL Srorrrt B F.K. )070 TECNNOLOC DRNE PO. BOX )529 NOKOUAIS. FL 34273 NOKOMIS, FL 342;4 pas nag Willow... height 56.67 -56.50 -75,00 I 16.67 -66.48 -59.60 56.67 -30.20 56.67 65.80 GLASS 356 ••NLALE0 36.373 (4) 38.750 - 27,7'0 Dote 4/18/0 Ser:es/4odd: SH - pos teo 1 +pos 56.40 •:0.70 56.48 -:5.01 .35. 46.00 •35.00 -33.90 30.20 4:0.50 27.70 -28.70 45.00 25.00 -22.60 Seale: NTS ( 36.70 35.01 35.00 55.00 35,00 33,90 30.20 26.70 2260 COMPARATIVE ANALYSIS NOTES 1.) Nar.won ih 1 1 osrsrYth.Ka are go ?ntlty pf anchors nor Side• 2.) Negate Design Loads Lased on CornpasstlW Analysis and Gases Table 45713 51300. 3.) Positive Design Loads based on Comparative Anatysis and Watar Test Pressure. 4.) Numbers ore for 1110 straws or 116' Tapeons. (012 screws rosy be 0146 Instead or *10's) 5.) Anchors 5.00" max, from each corner and 5.00" max. on efthar 5164 of meeting rail. Max. anchor species o!15 at Jambs add 20" at bead asd 1 111. Revsd By.j0ute, P,wrsions: F. K. i8/3 7/ REDRAWN FLANGED VV/ SSB CLASS ALUMINUM SINGLE HUNG WINDOVr Shalt: 5 of 8 PTt- 2962 APPROVEC AS 034.*P(-YWO Y THTHE. $oUrn FLOR Ga ) D A V E 7 . v e- C 1 By tr PRODUCT COMTlOL DNtS)OK IIUIL�HG COaEtOMPLIANcE OFFICIE ACC6P1ANCE 1.41 01 - U5 i 4. 1 o (TG A) Growing Ne. Kee: 2736 i ,q MAX. HEIGHT — MAX. FIXED LITE VERTICAL SECTION 1 MAX. FIXED LITE DAYLIGHT OPENING MAX. \'EN- DAYLIGHT OPENING Robert L. O. PE. PE (39712 SFFHeleirDl MAX. DAYLIGHT OPENING NON— IMPACT WINDOWS 1.) TEST REPORT, GLAZING, , tAXIMUM SIZE A) FTL -2962, 3/32" SINGLE STRENGTH ANNEALED, 5,1 125 x 1 8.750 8) FTL -2964, 3/32" SINGLE STRENGTH ANNEALED, 37.000 x 70.GOL0 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 1070 TEGKNOLOGI DRIV 161C0019, F\. 33 275 MAX. DA"LIGH1 OPCNINS MAX. WIDTH .HORIZONTAL SECTION ]town Descriplissc F. K. Rovsd Bylaws: F. K. 8831 aora.4r, 8/0 1 Series /WOdec — Scab. P0. BOX 1529 xO M%S. ?t. 34214 SH -4000 NTS R.sisiarts: Re - DRAWN Sheet: 6 O► 8 i 2.000" APPAWFDAS CAIMPLYt11G Yeti "rii sotrni FLOR4DMILAUMG CQOE Dirk Ss g„ t�� ;. ��,,. mutual bainOl OVASION. &mita CODE eXMPLIANCE MCI AcrWnzttie B1 -O S t L• A SECTIONS FROM SHEET 5, 3 /32 GLASS ALUMINUM SINGLE HUNG WINDOW (TG —,4 Drowin No• 2736 1.609 1 1 1 .1 60 1.462 p 2 COO r - � — 2.129 cc F-'��AD E XTRUSION 062 .500 1 .139 - 1.963 - +- .062 1 1� 2.000 . JAMB = XTRUSION C6) SASH TOP RAIL. EXTRUSICN 1.359 REFERENCE TEST REPORTS: FT L -2959, FTL -2960, FTL -2961 FT L -2962, FTL- 2963, FTL -2964 1 2600 .67 6 .062 1.023 • 1.852 _•-- y. -I--- 9 26 .063 ►�• 2.100 .500 .050 2350 --�� SILL EX RUS:ON .753 .032 1.010 E4 MEETING RAIL i 1.817 SASH BOTTOM RAIL EXTRUSION t Rben L. Claris, Y.E. PE 439712 Struct ural 111114 7 2 4 6 7 8 12 73 1 18 1 20 21 22 23 24 25 26 27 28 DESCRIPTION FLANGED FRAME MEAD FLANGED FRAME SILL FLAKED FRAME JAMB FIXED MEET1.NG RAIL SASH TOP RAIL SASH BOTTOM RA'L 10 SASH CAM INSERT ; L.H. do R.H.) 11 14 , 18 x .625 PHILLIPS FLAT HEAD SMS 15 BALANCE 16 WEAfrERSTRJP. .187 x .270 FIN 3 1 6" ANNEALED GLASS 3/76 TEMPERED GLASS PGT # 62 703 62 704 62705 6534521 6534522 5539523 1 6534524 SASH SIDE RAIL SASH STOP 56387 1 42800 /8 x .750 OUAD PAN HEAD SMS 7834 PA WEATI-fRSTRIP, VI'N'YL BULB .W /LEAF 5TP249 SILICON' GLAZING SEALANT 62899 ?ALAN E TAKE —OJT CLIP 121 UM SSB 3/32" ANNEALED GLASS D5B 1/8" ANNEALED GLASS SSB 058 GLAZING BEAD 65200 3/7 6" GLAZING BEAD 65196 000 OUAD PAN HEA0 SMS 781 PO I SCREEN ASSEMBLY VENDOR 6063 — T6 6063 —T6 6063 —T6 6063 —T6 6063 —T6 6053—T6 6053— T6 6063 —T6 PGT SPENCER OR TEAM PLASTICS SWEEP LATCH 7 1096 MINIATURE DIE CASTING' 7858 SPENCER OR = CALDWELL 01062 : TAM PLASTICS WEATHERSTRIP, .187 x .200. FIN £7919 SCHL EGEL CALDWELL DOW, GE OR FOLIAL FLORIDA SCREEN OR FLORIDA SCREEN ,OR SPENCER OR SAS-1 SIDE RAL EX- RUSIO\I INDUSTRIES Drown By: F.K. Cescript a t: r�lle: .050 ---' 1070 TECHNOLOGY DRWE P.O. BOX 1529 NOKO•S. FL )4275 NOK01.6s. Fl 34274 jHevsc$ b:l Data: IF. K. 18/3 I once: 1 4 / 18/01 REDRAWN PROFILES & PARTS LIST Serirs/14eeeh SH— 4000 VENDOR if 534521 534522 534523 534524 AF -6.87 TP -249 PGT.2' FS78.26 -187 F57919-187 05— 200 05 - 196 APPROVED ASGORPLYSM3 /tUirti f ylttt n rwketuA autt. 1D O9C Dire, S )0 , tae1 13N k S►4,0\1 f L. % PRODUCT COMM. onitsom IukOING tooE r.CMPt]ANCE OFRCE kett;PTA'tCF NO 61 — O5 1 g. 10 ALUMINUM SINGLE HUNG WINDOW (TG -A) Seek: Sheet: Drawing Na FRev: N7S 7 .18 2736 A !VOTES: TYPICAL HEAD CONFIGURATIONS . 2 x HOOD BUCK .250 MAX 1.250 15" TAP CON 4 1.250 - 110 PANHEAD OR 112 PA.NHEAD 110 PAHHEAO OR 112 PANHEAD 1 ijq 1.) REFERENCE TEST REPORTS: FL -2959. Frt.-2960. FTL -2961, FTL -2962, FTL -2963, FTC -2964 Robot L. L. FL-. at 2.) ANCHC*S ARE 110 SCREWS GR 3/1 G" TAPCONS. (112 SCREWS M4Y BE USED INSTEAD) PE 09712 .3 .) ANCr1CRS ARE LOCATED 5" b1LX!MUM FROM EACH CORNER AND 5" MAXIMUM CAI Ell HER SIDE OF MEETTWG RAA1L T UCt t.ral MAXIMUM ANCHOR SPACING OF 16" AT JAIIBS AND 20 AT HEAD AND SRl 2 x WOOD BUCK TYPICAL SILL CONFIGURATIONS TYPICAL JAMB CONFIGURATIONS Tale: 110 PA.NHEAD OR 112 PANHEAD Dra.n Ely: F.K. Description: Ri.so By F. K . .250 MAX. Dote: 4/1 ANCHORAGE DETAILS - 1. 250 Dote: R io evisns; 8/31 /1 REDRAWN 8/01 2 x WOOD BUCK APPRO'W AS COMPLYING WATM TaiE 9004 lioRdl eu tPne. DATE SCr4E6 6Er<3o BY fS11a -vi •1,14 PRODUCT CO►fSROl. b1v1510N WADING CODE COMPu/tA10E OFFtcE ACCEPTANCE NO. G l- Ds/ b• JO ALUMINUM SINGLE HUNG WINDOW (TG —A) 1070 TECHNOL3GY ORivE P.Q. 80x 1529 Ser:u /u del: Sc�ro: Stee!: i Drawing vo. Rev: NOKOWS. F! 34275 r.OKOM4s, FL 34274 5H — 4000 N T S 8 .r8 I 2 736 1 A M 1 A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRA.CO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 SCOPE: MIAMI-DADE COUNTY FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-290] FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee ( BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH3). This NOA shall not be valid after the expiration date stated below. The BCCO (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 n3aterial within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No_M95 -08A, Sheets 1 through 3 of 3, titled "Ali3minum Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. 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 TERIIIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTLSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99 0104.02 and consists of this page 1 as well as approval document mentioned above. The submiied documentation was reviewed by Raul Rodriguez. NOA No 01- I218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 1 Y STEP 1 STEP 2 SILT' 3 SOLI-- S u- P 5 STEP 6 r r t DDD r, l IYP)CAL WINDOW FTAJdE INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. L 7 'f'lC11 aril =Lll:G f'ROVUC7 7 X 2 X j .ALUM 7'U13f MULLIONS CONTAINING - TYPICAL G'L A7 NG PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTalERS Si7r s AND SPACING DETERMINE DESIGN LOAD REWIRE) PER ASCE 7 FOR PAD7ICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS 11 - TING ABOVE LOAD REDU1REMENIS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY 1,XIMU3J, SHIM SPACING. USING GP.APHS ON SHUT 2 SELECT MUWOI9 SIZE WTT33 DESIGN RATING ?SORE THAN DESIGN LOAD SPEUFIM IN S3 1 ABOVE. USING ANCHOR TYPES ON SI;EE 5, AND ANCHOR GP,AP3- S ON SHEET 2, SECT l alt +,'TOR 1T E WITH DrM1G) .RATING MORE THAN THE DZSIGIQ LOADS SPEC3F1 IN S1E'i 1 ABOVE. _1 X 3 Y 1/16 X 1/ f1L31d 7U13i r• 1 L ? DD3 --4 3.13013 z,DDD --� 1 Y. 4 Y. 1 /15 ' 5/32' 3.DDD DR. HUMAYDUN FARDOD STRUCTURM F1A. PE 15557 DEC 1 2 2001 • • RECTANGULAR ALUMINUMvi TUBE I,IULLIONS USING MULLION PROPERTIES ONLY N ✓DES: 1. ALL GLAZING PRODUCTS 33SEED WM 13 MULLIONS MUST MEET THE APPLICABLE DADE cOUNTIY P.E0U3REMD 1S I.E. WIND LOAD, AIR & WA TOR INFILTRATION, FORC-33 BMW RESISTANCE. SAFEGUARDS ETC. 2. ANC33DR E7,3BU3MENT TO BASE M T SHAD. BE BEYOND WALL COVERING (STUCCO, TILE Ertl) 3. ANY CONDITIONS NOT DDVERED 3N T331S SUBM)TTAL SUBJECT TO SEPARATE. ENCINMIING REVIEW'. 4. All MI3WDNS 7D BE ALLOY 5D53 —T3. PRODUCT AWED A PiJ'NCElb. 1 - !z1 (j_ c7 s':2 zRATJJ0 ?' DATE. llUDttY 2 i D- 001 By, ./ PR .ODUCT CONTROL DTIMON . B;U_DINTC :ODE F i A.) E OF-TiCE • 1\ \1 \ • 1 \ ••." 1 \' 1-7.1.- 2)1,,-• I\ 1_ _ \l 1 im \ \ \ \ \ — ' I ‘ I _L--1 nTrp-n 7 11711T117 • M •r• 1 1\ iffi 1 . \ 1 N' ' fk, \ \ \ 1 1 Y. NISEI= 183i N --- I: ;\ --,-1 3 , )5 i 1 \ Milk 84 \ 1 \ 1 ' 1 --. 1 k I - \ I \I 1 \'j \I 1 J 1 1 wi 1 \ ii T , 1 ss, 1 N 3 \i 1 h, 1., N, . i ' fi%A-7' 1 . , . 1 ` 1 , . ( 1 1 1 1 - - 3.=-„,-.:,\,-- . 11 _ \ i trammionnami 7 • , tit mates6. • ._,. INtw ,s,. 'Nth.. 1 Nomummotaminak 11111111 \ rriF 13, VIKEIILWIMIE i i ''', 1M 1 2e 44 4 I t II4l4lIlI4444444444 5Z 4 E. 53D LB 70 411 EP, 414 __.... ANCHORS TYPE C 1.11=-C • • , , •,•••.;“J•i I i mil 1 \ 1\,1 l• • I CLIZIT, 1 11 PRODUCT 1 i ll 1 \l 1 im 1 — ' I ‘ I _L--1 nTrp-n 7 11711T117 • M •r• I iffi 1 11, N. i\ i \..s.j T 1 1 1 - 1 I 1 - 1 - 1 - N — ). 1 --- I: ;\ --,-1 3 , )5 i 1 N . '3 \ \ 1 1 ' 1 --. 1 k I - \ I \I 1 " _1 \I 1 J 1 1 g 1 I\ 1 4.., I\1. :"; j i \ 1 \ ii T , 1 ss, 1 N 3 \i 1 h, 1., N, . i ' fi%A-7' 1 . , . 1 ` 1 , . ( mil t • . 1 • I CLIZIT, 1 11 PRODUCT 1 i ll 1 1.1111 1 1 il IAR2140P:3 TYPE A T \ II_ rri r 1 \ I \ 1 1 -' A \ \\\j ‘ 1 1 1 1 1 1 _ \ i trammionnami 7 • , tit \ 1 1 \ rriF 13, VIKEIILWIMIE i i ''', 1M 1 2e 44 4 I t II4l4lIlI4444444444 5Z 4 E. 53D LB 70 411 EP, 414 __.... 1 I i 1 1 1 ( , xvilm.k .111111 (814 1411 1 , NIZZIMEILAN REIRMIIIIMIIIIIIIIIM A dmak i limrsim i 1 1 1111 i IIS1 1 4111 4114 1 215 4 ''S bf TO , 1 i . 1 20 mil . I • I CLIZIT, 1 11 PRODUCT 1 i ll 1 )1 tn.:IMRE OE C GLAZII4C- 1 7- tV 1 i 1 . I 1 .' TYPE 3 I 1- - "4 - B T \ II_ 1 \ I \ 1 -' A \ \\\j ‘ trammionnami 7 • 1 rriF 13, VIKEIILWIMIE WILIKIEMEMEMII h L '`'`A IlinnallinE111=11111 waistionsi*Usnoil MVISEILSIMES lirakiwalegain IlleaBlarahgail ''', 1M 2e 44 4 I t II4l4lIlI4444444444 5Z 4 E. 53D LB 70 411 EP, 414 la Gliat:4:: 1 PRODUCT 1 • 1 • ___-_, '5 • ■ • I CLIZIT, 1 11 PRODUCT 1 i ll 1 )1 tn.:IMRE OE C GLAZII4C- 1 7- tV 1 i 1 . 14.i311303\ SPAW r F.1 „, , • .7, . •E:: 1.2 X': tr: 1 •1 i; 1111111 1 1 1 1 1 , I '.. )71 I LI 7 2 I '\ 1 1 1 1 1 121W f 1 i s r\_ ,\ \ L \L., -77 11 • 57-7 7: - i 1 1 ,-, 5-Lk -- 2 a'?, - 5E "6E 70 BB TRIEBTA - kuitt Li:,/lo 1 Ti I kli`anD?.5 A.B, DR C ? ROD U CT vLmc 111..ILLION PRODUCT 1TRIBUTARY WIDTH - " + W2 2 ANCHORS r TYPE AB, OR C 1-IDRUDIIT4L MIJUJDN rilfi.L L ;7. MLLT ON 1 DP. — F1 I : • 7LE-1 \i \ 1 E\ 1 , 4`..• . 3LS11 2';;A"):2/C" 1 1 t• • ! ; , 11 h 1 1 I 1-1 I 3 7 \1111 WM CT 1 1 1 1 I +i 11! rri D .4P/ \ cr. g I \ 2 \ ! \ \ JD I , 1 1 .\. i M u-11 1 LI . - 3'1 i _P. n I LI 37 I --- 1\ 1 \1 I\ 1771 1 1 gi i \ I I , NJ. 1 I 1 HHH f-1 TYPICAL MULLION ARRANGEMENTS 11.4\ +1\ P41 1 ! l \ 1 1 17 l i 1 \ i \ v-.4- 1 ,-I 2 ,,,t 1 ,F .. r< ---. 1 r., . , 1 23 2Z .63 E-". 2 & E 1 g eg T R. n2. UT RR Y 1 = 3 TH - ANSI-3OR - LOAD Cl-MR TRIeUTARY W3.DTH - INCHES FOR ANCHORS • i\ I 1'- 71\ ipZI\ 71 I '\ •13 -3 T; As := 13 .13 /13 P.Es • TRMITTARY - ts I , I es. 111 , ; • "111 1, •••••---•••••.‘„ DESCRIPTION SEE SHEET 3 OF 3 ANIEPDF:t 3:3)3: 4 I RMUTARY WIDTH - INCHES z 30 SE; b3 7 g TRDDIITARY ILT_DTA - Th3C; Eno]: Ms. HUI4YOUN :WOK; StROCTURM FL& P.E # 15557 DEC 1 2 2001 L14 Lf".4: ri-:/; 1113!• 1 1 1 71- in 30 40 TRIBUTARY ...fk. •• . •_ xt . :,... . 2/1 • . ., t. ha 1 ; ,,, 1 ; 1 • Pal; I 3Ll:. 'i vii".. c-:ri ..1;i:: ru, ,L...-s::, 1 ..___J , 4 ., nis . . ..: \ 11 ,I, I 1 , k,_‘ 1 ‘ I 1 \I 1 :I — 1 71 .. I f 1 • . . . , • - 4 - 1 1 l k 111 1_4..4L1;\.)1,b, c _\.___I \ 1 1 il■ 1 •, i' 1 i 1 • 1,. • -- n, -- i IS' i 1 i \ 1\ 1 1 171 1 1\..j ,\ —7•\ d \f '\1-17\9,1 1 N.-Ti 1 4.g., \ , .,,, , f•. 1..., 1 , 15 — 1 ;\ 1 1\ 1 ‘j 1 1 N.. I ab 7F?.11313TARY 4.r_1111-; - DITNES ANCHOR LOAD CF.AR PRODUCT RENEWED AccEpTRE 01-17/5.0) DCMATION DATE an 6 ,3" ;B ‘1 70 BB WIDTH - INCHES BY D UCTOCKIR . OLDIMON BI.M.M4G1r. X ) DBCOIEfra..1. 6 _Na.-C,IFFICE ni z 2/ hhsCLI - 2X2X 1/8" ALUM ANSLE TV-1 \ ANC? 1\ \\ \ . .•.•• J • fil.Ul,, I 1 1 s • M J +W F i.fani1014 MULL3DN 2 X 2 ) e /E" 3+5.133 :+]C,:L E 2-5./5 I 3 b • 7 3 a{ 3 � 1 rj 3 3 i 3 3 , 1.5DD ANCHORS T'( r :y i .4 S.M.S. 3 -1 /2' 1M34. E3.6EED INTO WOOD 3f » LE 3 1 1 • o• N • x �2i S.M.S. 2/ ANGLE N3TCI4 ANGLES TO 3MMSS 14M.B E Slil OR Ti list !.525 3 J . L _ _ _ c.-- :- 1 g 1 ._____r_L_-_-.-1-1-___g 1 .....,___ L MULLION 3AULLION 2 X 2 Y. 9./£` ALM ANGLE 2 -5/E" ! OND 1- 2 2X i /L ALUM AMU 0 i4 S.1.4.S• 2f Aldi>3I 7.5DD B - 1 325 TYF. L ' ' G CUP {A P LT_ ID ANC-11S) ` r 5/ i5 DIA. 3APCON >t UU , N Ci , PRCAST CONC. i-=- -- i 1/2" IA3N. 04 71315 7:33?' TO FLOAT INSIDE >,Sll1 ON SILL i/ ANGLE (NO SIDE =ANF RS REOD.) 1 ANC?- OP.: I YPI p 1 .5 o • .5 f . Enej DR. HUMA VUN F? DD? STRUCTURES FLA. PE ' 15557 DEP. ' 2 200' • iJ,U3 2iO34- I \ 1 \ /1 ''.\ ___:.'il t [3; !.1 , ' L.- c,,,.„,, •\�i� • ' Li. P.NC,i.I ?3'j Pa6.".:316.'Y 7 ' SI :: u I , )', 1 �� ,, 7 li , 3 ; I i.'�. ? + ' V i i 3i— - �—'. i_ wiii .,,-r : r, 0 iul U _,_,.._.11 111?11ll1lilllll1llljR? I y i _ 1 J IT C 3• t 3 { 3 a/ • f=, a ��L 5''., i 1 j 21i ='Jl1 1 5 :t ti -V UWJD3,+ 2 X 2 X 1 /£' ALUM A1S__ 5-5/E" LOI iG i 34 S.1d.S. _ 1 3f lil��Gl 1; 1 .-- - -r::: .,,,. :. ' -- D E1 34 1, 1 3ED j ..._ . 1n 31ilrillitI T3111.11111111D- •L .Q . • CD'WCR?ii OF CONC. 3"33 1 +' FLOCKS HOOD BUCKS NOT a TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. ?RODU T RENEWED r;- 2:_-'.N'FNG. of —iLI g- D� ?PP-i?3 lf.X) i .OLDIVEI 13T3'.:J3NcS M.DE 00 1..3P3J ( tar O 1v LS 1 "7.� tr) � J J t