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839 NE 97 St (2)/1/49/1/ '- MIAMI SHORES VILLA BUILDING DEPARTME 305- 795 -2204 Building Inspection Request Approve Re- Insp'n Fee Date Time Type Ins Permit No. Name Address Company Phone # � ' 2 ' 100 For Inspector: ()) Name &ate 5 1327 Date �'ime A Type Insp' Permit No. J3 p ' c7100,;. Name Address Compan Phone # For Inspe *pp Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request I TY Le Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary Cl PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE 2- ( z .6. x/1000 (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ 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 ELECTRICA L TYI,I; Minimum Fee QTY. TYI'E Dryer ()Ty. TVI,I,. Outlet, Appliance (fry. TI .PI. Service Repair Q.I.Y AJC Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton 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 emolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE QTY. Minimum Fee .IYPI: Condensate Drain QTy. nil: QTY Generator TvI QT\ Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost AJC 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 Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TYPE A/C Condensate QTY. 'n'pE Drains, Roof QTY. 'FITS Miscellaneous Fixture QTY . E Soakage Pit QTV 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: Page 2 IMPORTANT NOTICES 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. t� 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, 1" 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. STATE OF FLORIDA, COUNTY OF MIAMI -DADE / .L ry ' ._•. .. to of Florida Signature of 0 Print Name Sworn t and subscribed before me this 3 SEAL: m'OUEUNE '�' 'U t•4i0ro # D0 1 • ,: • II Al=ir � , March 13, 200 • - • �'. - , , Personally known -- OR, Pcaitt_ eeflf`fi ' i l Type of Identification Produced: e of Contractor / Qualifier Print Name Sworn to and subscribed before me this 30 day of • ArA � � ` • . , r te -I, • orida • SEAL: Personally known ✓ OR, Produced Identification Type of Identificati PERMIT APPLICATION OF FLORIDA, COUNTY OF MIAMI -DADE ME MENA •.�C_ a MY r•'., :.t;DD005967 •• `, 2005 41.6OF t —11; Services .;vr'.., SION # DD 005967 March 13, 2005 - . Budget Notary Services CONTRACTO r , 9' ii/ C t'/ /� (9 Name y9 O !/ / 6 - J ,� License No._ 6 2 g, 3 Address 729 3 O 5 pz„ P " '3 A o i2 e r ,- 6 ` G 7` 12 /1 Telephon 7, ax Qualifier Nam� c n e 5 0 /2/9 -/ s P. ^OPERTY OWNE r , 9' ii/ C t'/ /� (9 Q [ Address 5, 3 E! q 7 V 5 r tilip m; 5'40 r' s 33 «1e Home Telephone ?,5 __ 75... 9_, ,- Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'1 Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the l'sIiami 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 V, Job Address: S$ 9e ' 57— Apt. Address Subdivision PB PG Current Use of Property -5 Proposed Use of Property l ) Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Zoning PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PERMIT APPLICATION Master Permit No. Subsidiary Permit No. pip • c pt' ' I 6g pp City State Zip Folio Number // Z 0(4 26 ) ( Description of Work / vs'Jp.L7 T �/1/i �7./�/✓//1/ Lot Block /9 /2 No/L % z.).2 % 2 O e-4 Linear Feet Square Feet Units Floors ( Value of Work U Of) Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEE Name License No. Address Telephone Fax Phone: 305 - 795 -2204 Printed: 8/13/2002 Applicant: NANCY Miami Shores Village 10050 NE 2nd Avenue C6 Owner: LAGO NANCY JOB ADDRESS: 839 NE 97 ST Contractor J D DAVIS Local Phone: 561 - 333 -7704 Parcel # 1132060142610 Fees: Description Amount FEE2002 -4437 Building Fee $130.00 FEE2002 -4512 CCF $4.80 FEE2002 -4513 Buildier's Bond $300.00 Total Fees: $434.80 Total Fees: $434.80 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 2/5/2003 Construction Value: $8,000.00 Work: IMPACT RESISTANT WINDOWS AND HORZONTAL ROLLER 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 to the work 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 agen • . _ or employees. Sign Building Permit Permit Number: BP2002 -1386 LAGO Contractor's Address: 9030 sw 16 ct Page 1 of 1 SPECTOR) BY: Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 17 -18 & W1/2 OF LOT 19 BLK In •• deration 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, skrvants or employes. ' (Contractor or Builder) BY: PAY TO THE ORDER OF UB . PERMIT EXPRESS SERVICE 984 SE 3RD PL HIALEAH, FL 33010 OCEAN BANK 7951 S.W. 40TH STREET • MIAMI, FLORIDA 33155 2 ffl Security enhanced document. See b n cJ o r details. 9 DATE_ — �� L FOR /dgj /J 54„m_ 11'00034 1:0660 L 1 21: .0 20 2 L 343 63- 1139/660 02 O DOLLARS 8 DESIGN LOAD CAPACITY - PSF ' WINDOW DIMS. " . 5/16'" LAMINATED ANN. GLASS • - WIDTH HEIGHT - EXT. CO INT. C -) 19 -1/8 62.0 62.0 26 -1/2 • 26° 62.0 62.0 - . 62.0: 62.0 37" (4). _ :: •• 53 -1/8 " ' 620 62.0 19 -1/8 - . 62.0.- - .. 62.0 26 -1/2 38 -3/8" -. _ --620 ". - - - 62.0 37' - (4). .` 60 ' ° " 62.0 53 -1/8 ' - :62:0 ° _ ' 620 19 -1/8" =.620 62.0 26 -1/2 50 -5/8" 620 62.0 37 (6) 62.0 62.0 53-1/8 62.0 - 620 19 -1/8" 62.0 62.0 26_-1/2 - 57' 62.0 620. , 37° (7) 62.0 - 62.0 53 -1 /8 62.0 62.0 19 -1/8' 62.0 ' 62.0 26 -1/2 63' 62.0 62.0 37" (7) 62.0 62.0 53 -1/8 62.0 62.0 19 -1/8 _ . 62.0 62.0 26 -1/2' 74-1/4 62.0 620 37° (7) 62.0 620 !" r n AT HEAD /SILL CORNERS x 0 z 3 6 1/4 MAX. r. n U W , CO 0 S-` z 0 -J 0 13 1/2 MAX. HEAD/SILL F . 5/16" 19X4INAL LA i. r 1 1 13 1/2" MAX. HEAD /SILL 47 1/8" D.LO. (VENT) .50'1/47 VENT WIDTH 53 1/4' MAX, WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PVB MFG. BY 'SOLUTIA' 1/8" ANN. GLASS SIUCONE DOW CORNING 1199 a ro CD N SEE CHART FOR NO. OF ANCHORS PER JAMB -6° - -- J 4 3/8" 5 1/4' 4 6 1/4" 5/16" OVERALL LAM. ANN. GLASS 5/16" OVERALL LAM. ANN. GLASS - LAMINATED BY 'GUARDIAN' LAMINATED BY 'TEMPGLASS' GLAZING OPTIONS r M m 6 10 5/16' TYPICAL ANCHORS: • T 10 1/16 6 1/4 ANCHOR SPACING AT JAMBS FOR VARIOUS HEIGHTS NOTE ANCHOR SPACING MAY BE ROUNDED TO THE FULL INCH. # 10 SM$ INTO 2BY W000 BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD - 3/16" TAPCON$ (8Y ELCO) OR ; . EQUIV. CONC. ANCHOR HOLDING - CURRENT INOTICE OF ACCEPTANCE INTO 2BY WOOD BUCKS OR WOOD STRUC#URE - 1 -3/8" MIN. PENETRATION INTO W000 ` ' a/1 6" TAPCON$ (BY ELCO) OR - EQUIV. CONC. ANCHOR HOLDING CUR (N O7ICE OF ACCEPTANCE. THRU 1 SY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY WITH 1 - 1/4" MIN. EMBED INTO CONC. ; ifR MASONRY 1/8" ANN. GLASS .090 INTERLAYER BUTACITE PV8 MFG: BY -. DUPONT' 1/8" ANN. GLASS SIUCONE DOW CORNING 1199 SEALANTS: FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. • • ••• •.. • • • •6• • • • • 6 15 /Ir • 1 • • ".16° • • • 5 '17!2` 5 3/4 • .' • I • • • • • 9 11/16' 6 1/4' Engr. DR. HUMAYOUN FAR000 S'.JZUC1URES FLA. PE 1 15557 2 OCT 21 1999 6 •• � N' 7716; 8 11/11° S 1' 1: 5/1 t • . •.. .. 11 3/16' 4 6 1/4' - * NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. NOTES: L THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS, UUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR: EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED • APPROVED AS COMPLYING WITH THE SOUTH 1'IDA BUILDING CODE BY Cvl. /. / 2a?o DA 1 _ • • _ PRODU T CONT' OL OIVIS:O , BUILDING CODE COMPLIANCE OFFICE ACCEPTP.:CE NO 99 - /02 - 4 • c 0 4 v Ml v c 0 0 N m c 0 0 0 a 0 en u ip m 0 N iro 1 f. .0 droving no. W99 -62 1 = 00-572 1 rFALIF MEAD • • • • • • 6063 --T6 -, • 2 050 -00 -308 1 f RAMS SIP. :0: • • ': 6063 -T6 - 3 050 -00 -586 2 FRAME i4TB• • • • ••' • 6063 -T5 - 4 051 -00 -571 -1 VENT TOP _ ` 6063 -T6 - 5 051 -00 -548 1 • VENT ••• • : : • ; 6063 -T5 - 6 050-00 -570 • 2 • • • • • • • • • • VENT SIDE • • ••• 6063-T6 - 7 051 -00 -573 1 AXED MEETING RAIL 6063 -T6 - . 8 050- 00-569 4/ UTE 64A4 iTOF • :. • : • • • • 6Q63 -T6 - 9 012-00-8.35 AS REQD. (L RbIME ZSStEI2BLY SCREW 18 X 1' PHPH SMS 10 012 -00 -835 AS REQD. VENT ASSEMBLY SCREW /8 X 1' PHPH SMS 11 046 - 00-098 AS REQD. W'STRIPPING (FABRIC COATED FOAM) SCHLEGEL Q -LON .375 X .190 12 046 -16 -102 4 12 SETTING BLOCK .10"X .30" X 1 .-5/8' LONG 5' FROM ENDS & AT MIDSPAN 13 - AS REQD. GLAZING COMPOUND SIUCONE DOW 1199 14 0Q7- 10-016 2 SWEEP LOCK (AT 6 -3/4' FROM ENDS) MARBOLLO INT. 15 046 -16 -030 2 BLOCK AND TACKLE BALANCE _ WINDOW COMPONENTS (5/8' BOX) 16 050-00 -718 1 SNAP LATCH 3' LONG W/ SPRING 6063 -T5 AT MID WIDTH 17 046 - 00-010 AS REQD. BULB VU4YI WIBORG 18 - - - - - - 19 - - - - - 20 , 047 - 00-015 AS REQD. FIN SEAL PILE AMESBURY 180X150 OR EQUIV. 21 012- 00-130 4 MTG. RAIL ASSEMBLY SCREW 110 X 1' PHPH SMS a : ••- 4 • • a .TYPICAL ANCHORS SEE ELEV. FOR SPACING t ° < 4 4. .• - — ANU I ' ANSFER [ THEM TO THE BUILDING STRUCTURE. 4 .4 . ... X . • 3. N TYPICAL ANCHORS SEE ELEV. FOR SPACING • • 1BY OR 26Y w000 SUCK L IF -.1111111114111111V.1111\11k11� I" r 11 (IOU ern rz- t oy Engr OR-. HUVAYOUN FAROOQ STRUCTURES Fla. PE 1 1E557 OCT 21 1g99 VENT VIDTH SCREEN OPT. • — • • WINDOW WIDTH EXTERIOR D.L. OPG. Dl. OPG. P=1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM 0 JAMBS - inime 7••• �4 I r 1 • 1 -7, 0 ® ° 3 AP-PROyED AS•. COMPLYING WITH - THE SOUTH FLORIDA BUILDING CODE a OAT t_. BY 1 L/��/////0l. PRODU ► : TROL 011..S L':I 8UI101, COLE COMPLLAIiCE OFFICE ACCEPTANCE HO 99 - / 2 2r 0� Z.00D c O .> L. L. in t. 0 0 ( ( c 0 a rc N n .o 4, 0 0 t c 1 k 8 drawing no. W99 -62 • 2.625 1.750 l .062 TYP. S 1 1.875 r 1.405 l I N F- -1.020 L681 . MEETING RAIL BOTTOM VENT TOP RAIL BOTTOWVBNT 'BOTTOM RAIL SASH SIDE RAIL GLASS STOP FRAME SILL L j"±n“ .078-11— FRAME HEAD F .062 TYP. n T7 1.062 1 2.458--d ♦_ 5_• • • FRAME TOP CORNER • • • • • • • •. • • . • ••• 7KRP4EE • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • .• • • • • ••• • • • • • • • • • • • • • • • • • • • • . ..• • • • • • • .•• •• • • • •. .•• .• • OCT 21 1999 • • • • •• • • • • • • • •.. •• Engr : HWMYOUN FAROOQ STRUCTURES FUl PE f 16557 VENT TOP CORNER VENT BOTTOM CORNER OAT BY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE C4t&.. l-`_ Oo 0 PROOUC 'r ' • ROL DIVIS :ON BUILDING CODE COMPLIANCE OFfICE 4CCEPTAI:Cc NC �' lD 2 03b CO • 1 N C O N c 0 0 0 0 0 0 0 • l W n 1 0 0 O 1 O O o to 1 d ) drawing no. W99 -62 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 . TRACO Security Windows & Doors, Inc. 5190 NW 72 Ave. l■Eami, FL 33166 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 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 (AHJ). 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, orsuspend the use of such product or material 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.ni•Florida Build: ig•tode: : 1 + :_ : • ; _ - DESCRIPTION :. Aluminum Tube Mulliion (alto Reinforcement)= f: =' ':._ ` ; . -.. • :: APPROVAL DOCUMENT: Drawing No.M95-08A,.. Sheets =l- tlii'biigli3_of-3Y titled "Aluminuii •Tube Mutltions' ::prepared,. signed: and sealed by;Humayoun.Farooq :P.E dated?1 tlearing Dade CountyTroducit- ` - - - =; <- Control Renewal:stamp with the NOA atumber and :expiration'date?by theiMiaini Dade - County Product Cont1'ol `" Division. ...;::::. . MISSILE IMPACT RATING: :Large Missile:' LABELING: Each•unit shall bear a.permanent label with the mahafacturer's :name =or logo, city;. state -and- r: following statement: "Miami -Dade County Product Control Approved ", unless otherwise notedherein: 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. Misuseof this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall . be available for inspection at the job site at the request -of the Building Official. This NOA renews NOA No. 99- 0104.02 and consists of this page 1 as :well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. • NOA No 01- 1218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 I' 4- r. . 4. 00 6.000 STEP 1 STEP 2 STEP 3 STEP 5 2.000 reci 1 TYPICAL WINDOW FRAME INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. f DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS STEP 6 ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 1 X 2 X 1/8" ALUM TUBE 2.000 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X 3 X 1/16 X 1/8" ALUM TUBE 4.000 1 X 4 X 1/16 X 5/32" ALUM TUBE - 7 L000 1 • . ••. • • • • .• .. • • • .. •• •. • • • • e • • • • • • • • • • .. • • • • • • • • • • • • • ••• • • • • ••• • • • • • •• • • • • •c• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• .• • • • •• ... .• • • • • • • • • • . • • . • • • • •• • • • • • .•. .. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FIA. PEI 16557 DEC 1 2 2001 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: - 1. - ALL GLAZING PRODUCTS USED WITH MUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD. AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDRIONS NOT COVERED IN THIS SUBMITTAL SUBJECT to SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -T5. PRODUCT RENEWED ACCEPTANCE No. D/ -l2 d. dl EXPIRATION DATF U L 2 07 By PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE z E w O° E-+ d' tY 0 OcL fg L5: 0 c O 8 c 0 n 0 m 0 2 0 V x r y O o o m 0 0 to 0 N 0 N 0 0 0 u � ( drawing no. M95 -08A r �__' z 1 1 x2 - .1/8" ALUM. TUBE 10 6TEEL ELX2 26 30 40 56 66 70 6Z TRIBUTARY WIDTH - INCHE3 ANCHORS TYPE A.B. OR Cl GLAZING PRODUCT L Th VERTICAL MUWON GLAZING PRODUCT wi TRIBUTARY WIDTH = w1 + W2 2 ANCHORS - TYPE A,B. OR C GLAZING PRODUCT GLAZING PRODUCT GLAZ ING PRODUCT MULLION SPAN ANCHORS A.B. OR C W2 o N HORIZONTAL MUWON i iUL.�tVty LUAU L. 1I-U I 1 "x3" ALLM. TUBE NO STEEL rns -QB13 UL L c Pe m LD 20 30 d0 20 66 78 00 TRIBUTARY WIDTH IND - 1E3 TYPICAL MULLION ARRANGEMENTS ANCHOR LOAD CHART N a. .-1 \"„meL LL • AN B - 3 /E ANCHORS TYPE A RE CT -L4 311 40 SO 60 70 821 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART ■.■.,,■m mmrmit �� ■�� ■� ■� 1111■■■ ■- ■■.M4■. ■■■ ■\\ \ ■ \1111110111■i ■■ .■141, ■ ■,,21111' ■ ■, \ ■ \ ■ ■■■►,11\ \■■ ■ �j ■1111 ■11111111 1111111111111111111M11110M1111 cm ms-oma '► IL ■ IV ■1■,. 1111 ■ ■�� 1111" ■ ■ ■■■,11i 26 38 d0 SE 66 78 OH TRIBUTARY WIDTH - INCME3 tsi t� fv J m FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. m N ANCHDR LOAD CHART 2 '�ift�" �-UMi Tis�l��■ HO DfEa • C37M • • �,�� X111■111■113 ■ ■111111■ '' ■„■„ ■ ■, ■ ■11111■ 111111itilnibi11E ■1111 11`vs�n�s�a��a�1111 ."eT:i ■„ ■■LVAI■'■ ►111■1111■ ►1111■\\ "■„1111,.■, 1111■■ ■111■111■■ =111111■ ■i11111E111■►11■ ■111► \■ OPECI►111■11131■ ■11`■ iiii1 ■\`:11■11111\ ■ ■■ 20 30 40 SP1 60 7H BB TRIBUTARY WIDTH - INCHES ANCHORS TYPE g REGT -8 G AN 20 30 40 58 b8 70 BB TRIBUTARY WIDTH - INCHES Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 DEC 1 2 2001 AD HAR ti .a U1'. 20 MULLION LOAD CHART 2 "x6` *1/e' ALUM. TUBE wimm mu "1111 ■ ■ ■ \�� ■■ R9 11■111■►\■ ■111■1111111■ ■■ ►1A11►11111■1MINNIEM 1111111111■M1111►11 ■11011■■ ILIN■111■1■111 ■■11111111■ IMERIMM ■ ■'■ ■.1111' ■111■ ■■' ■ ■, ►11111101111111■2111■■►11■ "■"■„■■.■■'. ■1111■\11111111■ \ ■■ ■■ ■■■1111M111111 ■11 20 30 40 WI 60 70 Bg TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART :ANCHORS TYPE C NMCT -C 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES PRODUCT RENEWED ACCEPTANCE No. OH V . OI EXPIRATION DATETTAA L 2.cx By BUILDING BURIgNOCODECOWLWICSOFFICE 63 6 0 y 1) N 0 0 m O ` v Z U z N ( ) In z 0 J J 3 W m z D J U Z 8 Z LaJ - co 0 - co 0) 0) N. r7 I Z 0 0 0 L7 g ( 0 D O ,C c D 1 D (sheet 2 of 3 c Y drawing no. M95 -08A I -. 2 ALUM ANGLE 2 X 2 X 1/8 ALUM ANGLE 2 -5/8" LONG MUWON 2 X 2 X 1/8" ALUM ANGLE 0 0 r � • a ... a• PRECAST CONC. SILL ANCHORS TYPE 'A' 2.000 MIN. e e # 14 S.M.S. 1 -1/2 MIN. EMBED INTO WOOD 1/ ANGLE r • # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/16 DL.. TAPCON 1 -1/2" MIN. EMBED 1/ ANGLE 1.625 L r 2X2X1/8" ALUM ANGLE 14 S.M.S. 2/ ANGLE MUWON 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG -- 1.141- 1 3.000 MULLION CLIP (ALT. TO ANGLES) THIS CUP TO FLOAT INSIDE MUWON (NO SIDE FASTENERS REQD.) ANCHORS TYPE ' B' • 4 • a 4 • 4 # 14 S.M.S. 1 -1/2 MIN. EMBED INTO WOOD 2/ ANGLE • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. . • • • • •.. • ..• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . • • • • ..• 0 • 0 . • • • • • • • • • • • • .• •. • • • •• ••o •• • • i. • • • • • • .• • • • • • ••• •• — °1 .718 I .- j .125 TYP. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 DEC 1 2 2001 I I II MMENMW\1 1 01111MI 1111111111111111111111111A 1 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE MUWON ANCHORS TYPE 'C' 2 X 2 X 1/8" ALUM ANGLE 3 -5/8 LONG EXPIRATION DA , , if :MUCH WOOD BUCk TO ACCOMODATE CLIP ANGLE TO MASONRY 9/4" 0 TAPCON a ,:: 1 -1/4 MIN. EMBED 2/ ANGLE ° CONCRETE OR CONC. FILLED BLOCKS WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. . PRODUCT RENEWED ACCEPTANCE No O! —! L! 8• °I 4 BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE y 0 47 (n z 0 — J J 2 CO W 1- H z_ J 0 N 0 J co co tp N C a .0 m 0 • 0 c ( • a 0 0 1 a u drawing no. I,1OC._nQA 1 00 0 1 szn h 0 ••• • • • •• • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • 0 • • • • • • 000 0 0 0 0 000 0 0 • • • •. • • e 0 • • • • • • • • • • 0 • • • • • • • • • • 0 • • • • • • o e • • • • • • • • • ••• 0 000 0 o e •• •• •• e • • •• 0 • 0 • • 0 • • o • 0 0 0 0 0 0 0 oo e00 • • • 0 0 00 L,9 � 3 r Pe 9 7 s� ) SG,,,(2.6s FG. 33 t 3b/ i/ 41/ 11 5 1., id,s-01-4-? lifroY1 . 1 ‘4 3 „ Y k wc,, � p i a l r 1 1 -t 1t - 1 E - ,..T` K,./C- i r ., 37 )(103 , rLA en) r^ 3 7013 Sk. IMPS s In rrr►P N NV-5 COI •Ar' )( 5° f(8 S awr -A- tu t +1. r ^kU.3m ‘e - &- c3L-- -9 b? W'rackw L\U‘r..9 eQrr I `s s me rte. L .rmAcicioes I I fl s L 301 fx-A- J fec° if X lot WIZ %"'AC t ogAcov� 6( 1 . ) 37)(5% 'May 06 02 11:14p Synergy Sales ,& Marketing (305) 899 -1873 z MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) _TRACO Security Windows & Doors, Inc. 45100 N.W. 72 Avenue Miami, FL 33166 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 uscd i(, Miami Dade County and other arms 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 thc 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 descri . erem,- and -has -b ly with the High Velocity Hurricane Zone of the Florida B , ' : v e. . ... ? • . L*, . METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 DESCRIPTIO► , Series 2100 Aluminum horizontal Sliding Window APPROVAL OCUMENT: Drawing No. W02 -06, dated 01/16/02, with revision A ted 04/25/02, titled "Series -2100 Alum. . ' ndow', s'h ts through prepared -by-A arooq Corporation, signal and sealed by Humayoun Farooq, P.E., bearing thc Miami -Dadc County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. - RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be causc for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by thc 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 donc 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 thc request of the Building Official. This NOA revises and renews NOA # 98- 0429.06 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Expiration Da Approval Date: p. 1 N Q- 0- se N N I T { 1 /I' MAC. TTP, NTAO /SU. COANCAS •K SC IVITon 3lAtr CC 4 . 1 4 . l I C & � + 1 23 3/t6' O.t, OK. 19 3/6' vua IIWnI 33 t /6' W1070 In Or S m TYPICAL fl NYATIny TESTED UNITS osa AYN. CUSS oR 3/16' ANN. MUSS 3/16' TEn. CUSS Y:i ei Z 'N 1ET Ii NON - IMPACT RESISTANT GLASS NMUR 0 COUNTY APPR•0 IVPACS RC51STANt SHUTTERS RCCO. root A6.. I4STKUT1O$j r WY. 71?. NUO/SU. CORNERS (RAM COWOTARO SCAKL IWRLMAO 5333 •KSC +tsn•rl SLR PACE AM.t. 1 t I 1, 1, f, _ - --�,� s == 33 1 /a' 0.1, 36 1 /3' '40'47 100111 33 1 /o' 01. OhG. 109 3/I' ROW./ xMM 1 1/3' WAX ie NQTFS; L TI'S ►A00.1CT a OCS+CNCD S0 COWIT OLIN TM MI SI1DCRY NARCut IOU:OM COVE. o 0 FOR 1{9O 1 ROHM. POI ASCC 77 10 CowsPotowo LoAos. L w000 sc s r OT1RCRS. RUST BC MOW= PROPCALY TO ROMP= 6.0603 To mat STRNCTIRL 3 ANCHORS PULL BC AS USTIA. SPACCD A8 SHORN ON Dorms. ANCHOR CUR ZO& ENT TO BnSC N0TCRIN. PLµL 81 BCYl■to WALL 04133010 OR 3701100. w: 0+ 14 STRumatt K 1 0037 •1'.00• P!Y' A "N604 h144 304 6 7161. SILL 11 5711 R13ER pap 4r4, ' U5S 3/19' 411. 61.4.53 3/14' TESP OUS9 019 47.7.. 1 :5335 3/16' ,U.01 GL•SS 3/66' Mt. GU•1 'OM 'C'0» C4' 6 P.7 ( -3 LH (•7 6 Pn ( -7 Clr7 (.) ! 1 . 4 '.6.) 6" 1 -1 1 oa.( -) K►.(.) 5 •41.( -) M.(.) 1 74 ? ( •3 76- 6/7' 37 33 -1/O' 60' 74' 120.1 7 .4.0 1 76 4' .10 1 177 640 i 1370 33.3 i 7 0 1 33.3 1 123.0 33.3 I 1070 . ; 44.0 i 734 ..40 1 1 23.0 440 1 1737 33 3 1 76 53.3 1 113.0 33.3 1 1250 24' (7) S '4 0 I 72.7 • 44 . 0 1 673.0 44.0 6 '23 3 53.3 727 I 53.3 1 113.0 53.3 1 125.0 6 .4,0 6 54.7 440 I 611.7 440 I 623 0 53.3 0 7 333 1 111.7 53.3 I 923.3 S 11 U 30.9 44 0 I 112 44 .0 1 1 13.0 30.1 1 107 33.3 1 19.2 33.3 6 5150 36 -1/2' 37' 33 -1 /6' 30' / 74' 36 -3/6' ( 2 44.0 I 72.3 44.0 1 72.3 44 .0 77.3 33.3 1 723 33.3 1 72.3 53.3 1 72.3 . ".0 ! 60.9 44,0 1 103.1 4 '.0 1 103 33.3 1 60.9 53.3 1 1039 53.3 1 603.9 6 44.0 5 44.0 1 03.7 440 1 607.9 3 I 313 33.3 1 03.7 53.3 1 107.9 S 44.0 .3.5 44.0 1 77.6 •/.0 1 93.1 '3.5 1 469 33.3 1 73.1 33.3 1 93.6 6 - 9 • 4.0 6 53 S •..0 1 771 - ! - 33.3 I MS 33.3 1 77 i ' 70 -I; 7' 37' 53 -1/6' 60' 74' 30 -3/3' (') 7 44.0 1 33.0 44.0 6 33.0 44.0 I no 33.3 1 330 33.3 1 33.0 33.3 33.0 • 40 1 4 9.2 '4.0 1 79,7 44,0 1 79.7 41.2 I 49 33.3 1 70.7 53.3 1 76.7 9 33.3 1 35.3 44.0 I 52. •4.0 8 72.3 33.3 1 36.3 33.3 I 624 53.3 1 72.3 6 - 1 - 44.0 1 53.7 443 1 57.3 - 1 - 33.3 1 33.7 53 ] 1 67.3 6 • 6 - t•3 1 173 440 1 330 - 1 - 49,5 1 4 93 473 1 390 16 -1 /3' 37' 51 - 1/0' 90' 74' 63' ( 2 44 .0 8 a ' 44,3 1 442 440 I 44.2 47,7 I 41 0 33.3 1 • 33.3 I 1 4.7 4 34.4 I 34.4 440 I 93.3 "0 1 63.3 344 1 3 33.7 1 63.3 31.3 6 93.3 6 - - 44.0 i 1 1,7 447 I 34.5 - - 497 I 497 533 1 54 i 6 - 1 - '3.5 ' 17.6 440 6 49 1 - I - 41.6 ' •2 0 '1 9 I 47 9 S - 1 - 35. 1 35. U 5 . •3 3 - 1 - 36.1 1 33.1 43 5 1 '3 6 DCSIG:r 1.040 CAPACITY - PSP 1202 312E31 "N604 h144 A STANDARD SILL VII • TS PIIC.9 3 /l6' 4.`.Y ;!,41' 7/!1' 1\1' e6.6.7 • /I!' 7.. • .., ...., " _ . ( l•.( *7 '.4-. ( -) 3/ 0.1 1 NM-) 047.01 • •1-( -) 7 63' 07' 109' 111' 26 (7) ' 6 4 40 I 175.0 53.3 1 115.0 5].) 1 1230 9 44.0 1 120.1 33.3 1 1 10,1 53.3 I 123.0 9 44.0 1 32.9 13.3 1 1 07.0 33.3 ! 1 23.0 • 440 93.7 33.3 9 83.7 33.3 117,1 9 4 6.0 81.3 3.3 7 1 33.3 33 3 I 113.0 74' 6s• 97 . 109' 11 t' JD -] /e' (3) 0 440 6 09.6 • 33.3 1 67.0 33.3 1 103.1 9 9 66.0 78.7 33.3 ) 79 7 53.3 ( 10'.7 44.0 70.3 33.3 t 70.3 33.3 I 59.6 9 44.0 1 14.7 77.7 64.7 37.7 1 79.7 9 44.0 63.7 33.3 63 7 33.3 1 77.9 74' 63' 07' 109' 111' 30-3 /6 (4) 6 4..0 67.6 33.3 17,6 3]3 1 73.6 9 44,0 50.9 33.] 30.9 33.7 69.6 9 '4.0 56.6 35.0 1 36.5 33.3 64 3 9 440 1 30.2 30.2 I 30.2 33.3 ! 69.1 9 44.0 1 4 9.0 4 5 6 1 49.6 33.3 1 39.0 74' 93' 97' 109' 63' ( 6 44.0 35.3 53.3 1 59.5 53.3 1 373 9 •4.0 I 45.6 43.6 1 '3.6 32.6 1 17.0 9 39.3 39.3 37.3 I 39.3 47.3 1 17.3 9 306 30.6 30.6 1 31.5 44. t 1 44,1 m .1 6 ..4 O A • .O. C° 4SC'ORS 033 MC40 111 SILL - 19. Cr .41C74ORS DER 7 DESKS/ 1.040 5Ar4CITY - PST 156 06 00 SUM A . 10. Cr AVC740RS PEA MEAD k SILL ( ) - 740. Cr A3 CHOPS PER JAMB 4PPRavE0 CONFIGURAT1OJ$ GLASS 5137743 To et cow). OH I404$G 4'40 61)10 t]ITS WINDOWS TO Bt PROTECTED DY MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS em-l11 no. W02-06 ghee( 201 3111 8437 I 1 MAXIM DTKIOPT10M WITT8I4 114.4►JA7•13(V0rWl31 1 I 070-00 -311 1 MAW( *CAD 8 )83-18 - 7 1 00-00 -770 $ 17 83310 SLL 101.3 - 13 - 3 1 030 -00-317 7 numr( run 8003 -07 - s 030. 00■111 1/ VLVT Pt= Rai. 0087.10 - $ 031- 00-113 MR 1 / R 17747 Y(01 7 1083. .7• - • 71 cm 2/ 1 '0 17 70. 00 •0170u AAA. 00.7 -7s - 7 000.00 -102 0/ KIO J00 ST U 11043 -Ti - • - AS KW. MAN Atf04KY SCAtx - Si 8 3/0 P.. "AU" s14 • 001- 40-008 - ou1DM0 MAD 0ut/wu sai MOM, 10 - AS 1000. IX 01 . AL SC/IM - f$ It 7 M 101 - As QOM oat 1W4. 1431 stems - (• If 1' 988 11 - AS 1(00. ma AS3LI.KY IMPS - (10 8 0 0.)4. 704 12 001 - 00-373 - 731 A00-04 10601 _ 0013 -711 - 13 - 2/ 0047 11A1K immune be 'Nl( !AMMO - - S07% '4 14 - 2/ 7041 war 0001 AT 1-J/4• IR000 an STIIIIIPI Is 0.4- 00-030 At nem RAJ 0011471STR/Nd (030 1 ADO) VML 171010 p1114 11 0Y- 00-017 AS 0000. *K KN147RDI1r4 (Jul 0 me) NWt x.0040 OM I7 031- 40-030 AS 0000. RA/ KAIf4A27RIh10 4170 ■ .430) • VM.% *7010 22701 1• 0A11-03-030 AS 1200. riM vsAMMSTSf74 (.113 7 .100) VW0t 000000 I2•U 11 017 - 00-001 AS 0000. PLC 10104 711 SUIL (.1.7 s .170) - omar.PH (17317 -117 20 - ! A( 0000. 2 8 1 - 1/4 . 8 ►/t' PLATO sw - R 0004 (0001 Tel KO. WC 1 In O m 77I (CAL A4C143I0 SCE CLCV rot SPKt70 77•1:01 3o4:�OT$ SCE ELEV. r04 SPACING *000 9UC45 1+00 9Y TRACO SECURITY. MUST SUSTAIN LOADS t•POSCO OY GLAZING SYSTEM MO TRANSFER TNEU TO T)4_ MOLDING STRUCTURE. TYPICAL ANCUORS: SEE C.V./WOW ion SPACUO3 4 TAPCOUS INTO 2TT7 WOOD BUCKS OR W000 STRUCTURt t -3 /0 out. PENCTTA 710N DrtO *000 TMRU IVY *000 OVCRS O470 MASONRY OR DIRECTLY INTO 11140 I ■1/4' WO. ENEMO 0120 MASONRY OR CONC. SEALANtS: rRAmt 040 AIR CORNERS AN0 OISTAUATI011 SCREWS AT SILL SCALED WITH SCHNEE u0RC 5504 SEALANT. WEEPHOLES; WI . (1' 1 3 /0' WEEPHOUS) THREE PER VENT Ai V PROD VENT 01105 k AT 110 MOTH for 07. 1141Y10 84 244000 o P 0W 1 1 dreei 19 110. W02 -06 sheet 3 of S in DI in 0 m n. in .. 1 N 0 CD 0 A 10 E 0 IJI 0 Cc) 1 TRAYS HEAD 413 1.307 snc wstt 1637 —� 344 r- ;Ta L1.107 MEETING RAl V�?R TQa/o(T mu CQRHrRS r17711 MIG Fur. CORNT1 19317 70P LfWNrq drawing no. W02 -06 sheet 5o 5 1D 1300 • Q I T .450 2.030 4031 .373 .070 TRAYS S0.1, r - 1.17a TRAY[ JAY) t.42 J 2.124 1.013 00.2 FIX CO 117C. RMS. 1 VENT TOP/80710U RAIL, .027 4073 ■ • ;r11AMI - MIAMI-DADE COUNTY, FLORID METRO -DADE FLAGLER BUILDING BUILDING CODE .COMPLIANCE -ONCE METRO -DARE 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 SECTION • (305) 375 -2966 FAX (305) 375 -2908 Your application for PI OdL1Ct Approval of: PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Series "Coastal-240" Aluminum Single Hung Window - Impact Resistant • TRACO Security Windows & Doors, Inc. 5100 N.W. 72nd Avenue Miami FL 33166 Acceptance No.:99- 1028.06 Approved: 03 /I 7/2000 EZpires:03 /17/2003 PRODTJCT CONTROL NOTICE OF ACCEPTANCE 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) - tinder the contlitiorls cified 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 - ajobsite 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,IUaterinl fails satee aequirments South of So Bui�2 Code. ` The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDmONAUT'AGESFOR 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. akir. rancisco . Quintana, R.A. Director - .l- of 3 -Miami -Dade County Building .Code Compliance.0tfice Security Windows and Doors •. Manuel Product • ACCEPTANCE .1 :.:. ...99-1 -028 {I6 APPROVED MAR 1. 7.2000 EXPIRES NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE . MAR 1 2003 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, (SFBG),1994Edition 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 "Coastal- 240" Aluminum Single Hung Window — Impact Resistant, and its - - components shall be constructed-in strict compliance with the following document: Drawing No. W99 -62, titled "Coastal 240 Impact Single Hung Window," Sheets 1 thru 3 of 3, dated 08/31/99, revised on 10/18/99, si and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product.Control approval stamp with the Notice of Acceptance number and appipyal date bythe . 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 ofan aluminum single hung window, as shown approved drawings. 4. INSTALLATION: 4.1 The aluminum single hung window and its components shall be constructed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not 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 "Nrami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the a roved -._. - - pp drawings, as identified in,section'2 -of this Notice of - .Acceptance, clearly. milked loshow the components 's elected for the proposed installation. 6.1.3 Any other documents required by the Builcli &Official or the South Florida - Building Code: - (SFBC) in order to properly evaluate the installation of this system. erez, P.E., Product Con 1 Examiner • ( al Division of Acceptance. Security Windows and Doors ACCEPTANCE No.: • 9. This Acceptance contains pages I, 2, this last page 3. s. APPROVED EXPIRES 99- 1 028.06 MAR 1 2000 . MAR 1 7 2003 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2.. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will notbe 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). -._e product is no conger the same product (identical) as the one originally approved. c) If the Acceptance holder has not complied with all the requirements of this acceptance, inchiding the correct installation of the product d) The engineer who originally prepared, signed and sealed the requir d clnrnment initially submitted , is no longer practicing the engineering profession. • Any revision.or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination.of.this.Acceptance, unlessprior written approval -bas been requested (through.the. filing.of a- revision application with.appropriate fee) and granted by this office. 5. Any of the following shall also b 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' 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 times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal Manu Perez, P. E., Product ontrol Examiner Prod . Gonti1 Division END 01? THIS ACCEPTANCE 3 of 3 Security Windows and Doors A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W99 -62, titled "Coastal -240 Impact Single Hung Window," Sheets 1 thru 3 of 3, dated 08/31/99, revised on 10/18/99, signed and sealed by Humayoun Farooq, P.E B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202-94 .. - 4) range Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per AAMA 1302.5 and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713:01 -99, dated 10/07/99, signed and sealed by Williaza.R. Iv1Phrwr,.2.E. -aid Henry Hatter, P.E. • 2. Test reports on 1} Air Infiltration. Test, per PA 202 -94 • -. 2) Uniform Static Airpressure Test, Loading per PA 202 -94 3) iterrResistaace-Test, per PA202 -94 4) Large Missile Impact Test per SFBC, PA 201-94 5) Cyclic Wind Pressure Loading per SFBC, PA203 -94` 6)'Force_ dEntiy.Test, ' 2,14, per 1302.5 and PA202 94. alona.with iaiked --up dray ines and installation: diagram;af malu.r,,i m siaOielluAg window, prepared by Fenestration'Testin Laboratory, 22 1999 signed and sealed b. Jose D.11i i, T Report No. b'T'I, -2363, dated July � � gene y tram, P.E. C. CALCULATIONS: 1. Anchor calculations, sheets 1 thru 13 of 13 f ; prepared by- Al- Farooq Corp.-dated-8/27/99 and 2/24/2000, signed and sealed by Humayoun Farooq„ P.E. . MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 97 -0731.15 issued to Elco Industries, Inc. for ` Tapcon Concrete Anchors"- dated 01/08/98, expiring on'01/08/01. 2. Notice of AcceptanceNo.' 98 -0728:05 issued to Solutia, Inc. for "SaflexlllGPVB Polyvinyl Butyral Interlayer" dated.08/27 /98 _on,;05/21 /01. 3. • Notice of Acceptance No 96 -0924 :06 issued to E. I. DuPont DeNemours for `Laminated -. Glass with B ilacite®as Iiiterlayer" dated 12/11/97, expiring on 12/11/00 _ _ __.E. _ STATEMENTS. 4. - • Statement letter -of- conformance, September 2, 1999, si and sealed by H. Farooq, P.E. 5. Statement letter of no financial interest, October 2 0,.1999;.signed and sealed by Ii Farooq, O'1'w R• 1. None. EXPIRES - MAR 1 7 2003 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONL I'. Not purr of NOA.) E -1 ACCEPTANCE No.: 994028;06 `' • MAR 1 2 2000 APPROVED Man 1 Perez, P. E., Prod Control Examiner Prod ct ontrol Division