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50177MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date /' ?(9e. Time Type Insp'n Permit No. Name Address Company Phone # For Inspector: / ,i f Approved Correction Re-Insp'n Fee ❑ (CONTRACTOR New Construction Name /� R co Cpl As 4 1`1 Wt+' - F Enclosure se Nos License /4 3 c am . 0 0 2 Gs Alteration Exterior Address co I 7 &I , E 1 25 '3 Telex �-1 1- Z 7 26, Fax (1°5) cad i - 2 7 2 •+ I l er ame I k PAC 0 A L Atl, -€) Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure c.....0' Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. 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)( ®® • E ✓' Address PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Complete the arrarhed permit application which piust 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 submitted along with this permit application. Apt. Cote° L Subdivision PB PG Current Use of Property Q ` JQ r- C.i Proposed Use of Property Cc e-v - Sw.AM Tenant Information 14..4, e_S PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax .A'l. A ess 3 ID He Te , sae Business Telephone �A PERMIT APPLICATION Master Permit No. Subsidiary Permit No. 2. K Nv'e Wuct l,A : SLIZ) v-e p 3313 City State Description of Work NI ev'`J . � . f e '� t � �` c `r (C 4.,.- � , alp 9,, + 1 �� ®�� . s ) Zoning Linear Feet Square Feet 3 'i ® Units y Floors CCN. v - e Value of Wor %dam ° Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT 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, 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 0 I 1 -DADE SEAL: OR Prodj��tced Identification � Personally known Print Name o and subscribed before me this ( PERMIT APPLICATION Personally known OR, Produced Identification ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. 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. TY PE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Wm. 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 PLUMBING 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 // / id/ Zoning 6 - Electrical Mechanical Plumbing Fire Public Works Structural ' .. , 6 f I 1 ®/ Building Official �� VI 1 Page 4 OFFICE USE ONLY CI- IECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) O HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (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 $ (sq.ft. = x/1000 x0.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES 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 NOTICE OF COMMENCEMENT =18625766 2001 NOV 14 11 :46 A RECORDED COPY Must BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 5 / 1 TAX FOLIO N O . 1 . 1 - 2 - 1 3 4 - 0 0 0 - 0 0 5 - 0 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the fottowirg information is provided in this Notice of Commencement. 1. Legal description of property and street address: se YLF O F N. y'f' of Se c 341 To er n s k+ i p SZ ttp. y 4l S it -ones . • : > . on of improvement: 3. Owner(s) name and add 541 ,r•1 V n t ;M P> t ttl to OA t S tlaYt e. s FL - 311 interest in property: Ow u 1 Name and address of fee simple titleholder: 614Yr1 t. 4. Contractor's name and address: A R c0 Gi. 4 S r "t,1v);ca `r` 12p., Mac t`4 i t* f. Surety:(Payment bond required by owner from contractor, it any) Name and address: Amount of bond $ 6. Lender's name and address: MO N -IZ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.. Florida Statutes, Name and address: M A QC4) k A t%, t.c -+e� l L C) 3 N, �•—'2 : 30 S �.�� L -3 ' ,� / 0.11 addition to- himself, Owner designates the following person(s) is receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Fioricdb Statutes. Name and (1^. � ` M. 4tkc iz t.. . c 1 ? Iv, I, t 2 S gr Lava. 9. Expiration date of his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) y llntvcrwri Si ure cif Owner Redd, E • G ((••l Print Owner's Name V h s s o e . . V e Face l % des i►&11, A" Sworn to and subscribed before me this / day of PolemIrr . 20 O i Notary Public Print Notary's Name My Commission Expires l I t300 . Ive z —e. :� o oAOE 10 C°U�jY of the P�E OFf��Rv n attt+i'; isa • "/ i d IJ� S origin CERTIFY .ihce ► � No 20 HEREBY onA'� `I / n � 316tia Seaa^d County Courts . ,tC�fCu y NA�� • ay ...us ...um ... a..cac .. r+c.a.ca, ...gay la 601 rC. lu1119 If II01111AUV11 11v111 1 7 0GU01"1 N. BUILDING STREET ADDRESS (Including Apt 11300 NE 2nd Avenue CITY Miami Shores Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I 1 1 ft.(m) I I lin.(cm) LI above or U below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I 1 I tt•(m) I 1 lin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? LI Yes 1^I No Ll Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY SIGNATURE COMMENTS The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. U The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. L J A cnm-nunity official completed Secnn F fnr a hi Illrcin.9 Inrateri in 7nna A (without a PEMA - is sued or community- issued BFE) or Zone A•'1. G3. I_I The following information (Items G4-G9) is provided for community floodplain management purposes: G4. PERMIT NUMBER G7. This permit has been issued for LI New Construction LJ Substantial Improvement G . Eicvauul l of as -built lowest floor (including basement) of the building is: ,1. 111) va{uI11. G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number STATE ZIP CODE Company NAIC Number FL 33161 -669 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) G5. DATE PERMIT ISSUED DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) ror Insurarrrec..ompany use: L Check here if attachments STATE ZIP CODE L Check here if attachments G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED 1-1 Check here if attachments FEMA Form 81 -31, AUG 99 REPLACES ALL PREVIOUS EDITIONS PROCESS # FOLIO # C.O.R. 12.50' • • . i . . nn»o C�ARNFR RTTTT nTNG For Insurance Company Use: Policy Number Company NAIC Number BUILDING OWNER'S NAME B RR1� Y MTV PPSTTY BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY MIAMI SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) pOr jOn of SR 1/4 of NR 1/4 of Spr - 16- 9 17-41 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Univericity Class Rooms and Offices LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: Ll GPS (Type): ( ##° - ##' - ##.##° or ##.#####°) IJ NAD 1927 11 NAD 1983 Ll USGS Quad Map Li Other [B 1. B NFIP COMMUNITY NAME & COMMUNITY NUMBER 120652 Miami Shores SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B4. MAP AND PANEL NUMBER 0093 85. SUFFIX J B6. FIRM INDEX DATE 7-1 7—QR B7. FIRM PANEL EFFECTIVE/REVISED DATE 3 -02 -94 68. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) Outside 500 -yr flood BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. L.J FIS Profile Iji:j FIRM IJ Community Determined LJ Other (Describe): BI 1. Indicate the elevation datum used for the BFE in B9: Lxl NGVD 1929 LJ NAVD 1988 LJ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes IJ No Designation Date: TITLE ADDRESS SIGNATURE FEMA Form 81 -31, AUG 95 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings* LJBuilding Under Construction* ImilFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 • (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0 Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area -of Section D or Section G, as appropriate, to document the datum conversion. Datum 1929 Conversion/Comnients E;_ . _;; ;; , °_ _ -__ -- - -'- Does the elevatic^ reference mark used appear on the FIRM? L Yes LJ No C; a; Tor. of buiiom floor (including basement or errt.hauni) 14 . 2 fL('i) st ❑ b) Top of next higher floor N/A . _ R(m) 8 ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A . _ it.(m) W t0 ❑ d) Attached garage (top of slab) ❑ e) Lowest elevation of machinery and/or equipment servicing the building N/A ._ ft.(m) ❑ f) Lowest adjacent grade (LAG) 17 . .5._ ft. - ❑ g) Highest adjacent grade (HAG) 1 1 ..5_ ft. ❑ h) No. of permanent openings (flood vents) within 1 fL above adjacent grade N/A 1 ❑ i) Total area of all permanent openings (flood vents) in C3h , N/A sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME HOWARD C . GAMBLE LICENSE NUMBER PSM 16 83 Vice President 620 N c FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - —QED BY NIDC -DERM -OCT.1999 SECTION A - PROPERTY OWNER INFORMATION B2. COUNTY NAME Miami Dade STATE N/A . _ R(m) SEE REVERSE SIZE FOR CONTINU : - FL O.M.B. No. 3067 - 0077 Expires July 31. 2002 I B3. STATE CODE 33161 -6695 rd 0 �-t Plain CO tC COMPANY NAME A,, R. TOUSSAINT & ASSOCIATES , INC . CITY North Miami STATE FL ZIP CODE 33161 DATE 10/29/01 TELEPHONE (30 5) 891-7340 REPLACES ALL PREVIOUS EDITIONS a b B STRUCTURAL ilhi1NtEAiN CONSULTANTS STRUCTURAL CALCULATIONS FABRICATOR: ARCO GLASS & MIRROR, CORP. 617 N.E. 125TH STREET NORTH MIAMI, FLORIDA 33161 PHONE: (305)891 -2726 PROJECT: CAFETERIA STOREFRONT ENCLOSURE AT BARRY UNIVERSITY 11300 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY SEPT 1 BE - / "' 8, 2001 A ED BY: M. PEREZ, P.E. URAL ENGINEER FL. P.E. #: 54844 "YOUR ON -CALL ENGINEERING COMPANY" 16500 NW 83 COURT, SUITE #101, MIAMI LAKES, FLORIDA 33016 TEL: 305.827.6637 FAX: 305.827.8375 STRUCTURAL ENGINEERING CONSULTANTS, INC. PROJECT eCt J4 16500 N.W. 83RD COURT SHEET NO.2 O 9' MIAMI LAKES, FLORIDA 33016 DATE sEiseerrlplek2e 1 (305)827.6637 - FAX: (305)827 -8375 NOTES: REFERENCE SHEET 1. Aluminum Window Wall System specified must be accepted by the Building Code Compliance Office of Dade County, Florida. It is the exclusive responsibility of the fabricator to independently verify that the window wall system used has a valid product notice of acceptance in Dade County. 2. The Structural Calculations contained herein pertain to the performance of the approved Aluminum Window Wall System under wind pressures (as per the requirements of ASCE 7 -88). No other certification is made as to any other element of materials or construction. 3. No certification is made with respect to water resistance. 4. Glass thickness, frame embedment, and tempering is the exclusive responsibility of the fabricator and shall be documented with approved testing data. 5. Assembly of Aluminum Window Wall System and frame attachment to main structure must be in strict accordance to Dade County Product Control requirements. 6. It is the exclusive responsibility of the fabricator to verify that any specified aluminum storefront doors meet the required minimum wind pressure, as calculated herein, and shall be documented with approved testing data. 7. It is the exclusive responsibility of the fabricator to coordinate and verify all dimensions with architectural drawings and field conditions. 8. The calculations contained herein are based on information provided by the fabricator to Structural Engineering Consultants, Inc.. Information pertaining to the building, such as mean roof height, category, and distance from oceanline have not been independently verified by Structural Engineering Consultants, Inc.. It is the exclusive responsibility of the fabricator to provide accurate building information. MATERIALS: Aluminum (Alloy 6063 -T5): Fy 16ksi Steel: ASTM A -36 Concrete Inserts: Perma -Seal Tapper (Testing as per ASTM Standard E 488) REFERENCES: (AS APPLICABLE) 1. Aluminum: Specifications for Aluminum Structures - The Aluminum Association. 2. Wind Loads: ASCE 7 -88. 3. Steel: AISC LRFD Manual of Steel Construction 1st Edition. 4. Concrete Inserts: Red Head, Hilti, & Powers Rawl Data Sheets. STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FLORIDA 33016 (305)827 -6637 - FAX: (305)827.8375 WIND vccocrr/ = no /4P/4P/4. PI 60. cA7. =C. BLDG. c,qr; _ ?' = 1.05 ROOF Sco PE = a/) z DESIGN CALCULATIONS filrAw Rwr NEIGH T = Z5- ©', A (ccq,ER DtsrAN[E TnR gaud') : .4Y Io -o' 5 [NCE kaor 5L G loo A oVE 61- 7c M CP D .Fi9C7OOL5 8C REDIX O $y 10Yd PROJECT HQA SHEET NO. 3 OF DATE SFPYF,m.BEg Z %WOJ �h = . °oZs I) 0 ) 4 (1' $h - , Co Eo(0,93)(1. OS' x1I0) qh = 31,8 Ps, P= 3„(64)_t v wHcR£- GCpr = ± .25 GGp(-1 ) GCpC -) PRcss uRE 6t) PsF $t)C? /ON&& ) PsF AP ELEVAT /ON GJ'� s 1,3) 1,3) 4 45,4 - 43.3 - 53, - 48,3 ELFVg'T/QN- ire)" Agri) = .ZI Et.con on ∎ %c:" s 4 .S ELEVAm,ON ‘‘D'' AREA = 32. / 4 4 1,31 1.31 1,33 113 1, 2.4 I,7-9 -1,01 -1,q► —118I -1'43 -1,85 -i,3? -1, 45/4 45,4 45,4 4(,o 440.0 44,9 44,9 - 5 9, — 48,9 - Co',9 - 4 },Z -58,3 STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FLORIDA 33016 (305)827-6637 - FAX: (305)827 -8375 CNECV UERT1C,91. Nlut.c,IOIJ DESIGN CALCULATIONS 7'P2 L, C1P9c,7y OF TIPS Poe NFL ' F ' P iu • - • PROJECT SHEET NO. 4 OF DATE ' outwit rL � 1/ 1 4 17) 0rJ j1 (athiE SJ W f c CST 1R, 3++ I A AC� 7i?�►� GAuw SIFEL � R $ Y c Ni ?NNEL •f , XSIB AUL spAN• L O y4B:y50 =z39. t2 'k A)oTE 5 A774CH 11 - 41146" STEEL cthf E 7a NAM . M 1 IoN 115144 4 10-3230 12 PNnL UUPS fly N£1 M5 4 f',Z i'1 6"° s 4 RC'nlordoCle z .1"bSAWM) w 4 3 3 : IZ. K s� /N1=! = (239.7,Y813 =2,332 -1 b 8 • 4E4 = 2,332 r-zon 10 i0 PPD IPCV • 12;900 rorcx ALLowA(LE c E r3Ae,sr eiN L) cRoraof Sr.. 5u1 Cs)C2392lizrIc& = 0 , 5 1 3•44 (384)C1o.1%1096"34 ) HFci Doo R ,APAc I i y ly Dog). DE$I4q) A ESSgREC 1 P$F Aryl) —59.8 FSF (�utz A 3 - o a M►)X 7 . Ao PER 'Maid coivuo L N• o. it = 98 I) , t9 DOOR or SI.2 6 0 X 3. I s APPAPVE0 FOR,' - 6 psFANP — ? IS: +4514 PSF l +63.0 PSG" • • -- 59.6 '' <- 9 P.st .'. GJ CJ Antclice46C TO NocerTLS : (►jq "¢ TOPPER screbv,►S a 122 °4.) FOR 94 74P1 vi/ I -3,4 MIN. colacomE ,dr iN I Sao Psi Cam C kV C, SheaR . Cali = 19 40 4 y 1.33w 4951, .7D 4°0 31?- "4.e, = (8 .�' Jyss tZ'1 2tp4 - ‹ 6s1.� t�l i1o(Mete = 1 = I l6a 0.55 >0.5 • r, CA/ GI .c. 1114x • NOTC ! it ART 5C'JroN5 or vast r/lt ," uwosS, Cr ad "Dc Z 4' * S - muf COT E/ Lei ri of 7dc r►uLudo (1 win/14)2 e or /nr7EaSF P0MS, Z^" Wm/hi y'' OF IN7f,P 5C( Ns e f►W/a1ND64 MAX. SPf1UNl DEN° , A844 ;nP4' 6677m• .,-(i n 4 ) - (i n Mut i 4 7. Z9 !46 A PQeaggc ms' 0.395 o. Z.ZG SiECL. OF l irtn if e r4 , 1 S3 3,3145 1,5144 777,,L E: & ,39 2, 9-1 STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FLORIDA 33016 (305)827-6637 - FAX: (305)827 -8375 CNECV UERT1C,91. Nlut.c,IOIJ DESIGN CALCULATIONS 7'P2 L, C1P9c,7y OF TIPS Poe NFL ' F ' P iu • - • PROJECT SHEET NO. 4 OF DATE ' outwit rL � 1/ 1 4 17) 0rJ j1 (athiE SJ W f c CST 1R, 3++ I A AC� 7i?�►� GAuw SIFEL � R $ Y c Ni ?NNEL •f , XSIB AUL spAN• L O y4B:y50 =z39. t2 'k A)oTE 5 A774CH 11 - 41146" STEEL cthf E 7a NAM . M 1 IoN 115144 4 10-3230 12 PNnL UUPS fly N£1 M5 4 f',Z i'1 6"° s 4 RC'nlordoCle z .1"bSAWM) w 4 3 3 : IZ. K s� /N1=! = (239.7,Y813 =2,332 -1 b 8 • 4E4 = 2,332 r-zon 10 i0 PPD IPCV • 12;900 rorcx ALLowA(LE c E r3Ae,sr eiN L) cRoraof Sr.. 5u1 Cs)C2392lizrIc& = 0 , 5 1 3•44 (384)C1o.1%1096"34 ) HFci Doo R ,APAc I i y ly Dog). DE$I4q) A ESSgREC 1 P$F Aryl) —59.8 FSF (�utz A 3 - o a M►)X 7 . Ao PER 'Maid coivuo L N• o. it = 98 I) , t9 DOOR or SI.2 6 0 X 3. I s APPAPVE0 FOR,' - 6 psFANP — ? IS: +4514 PSF l +63.0 PSG" • • -- 59.6 '' <- 9 P.st .'. GJ CJ Antclice46C TO NocerTLS : (►jq "¢ TOPPER screbv,►S a 122 °4.) FOR 94 74P1 vi/ I -3,4 MIN. colacomE ,dr iN I Sao Psi Cam C kV C, SheaR . Cali = 19 40 4 y 1.33w 4951, .7D 4°0 31?- "4.e, = (8 .�' Jyss tZ'1 2tp4 - ‹ 6s1.� t�l i1o(Mete = 1 = I l6a 0.55 >0.5 • r, CA/ GI .c. 1114x • NOTC ! it ART 5C'JroN5 or vast r/lt ," uwosS, Cr ad "Dc Z 4' * S - muf COT E/ Lei ri of 7dc r►uLudo (1 win/14)2 e or /nr7EaSF P0MS, Z^" Wm/hi y'' OF IN7f,P 5C( Ns e f►W/a1ND64 MAX. SPf1UNl DEN° , A844 ;nP4' 6677m• STRUCTURAL ENGINEERING CONSULTANTS, INC. PROJECT frrRi y Grr4F�fEvtt 1 6500 N.W. 83RD COURT SHEET NO. Fi OF MIAMI LAKES, FLORIDA 33016 DATE acf,Pleirft fFIe ?1 t 2r0 I (305)827.6637 - FAX: (305)827 -8375 DESIGN CALCULATIONS COCCI( TRANSOM: U 2 Oij SPAN : 310 AEs1C 14 404 a : 59 .$ PsF Lo/!p = (53)(59.eRsF) 2(o41 � 2.429 in ilMiger 1 , •C08 ln art *m0 J" W CobJTrA,va �•1 = wi = . I)(3 5.7 2.9 f 8 44-1 45 Z9�. I )c 12 =0. Z$. in 3 <I,Ilo8rn 3 "4 1Zr'o0 ciircK Acc.aWARLF 4 L AS €1D aN')8o CR)rco = o,OZ 4) • os- Ss+ (& 744,1 384EZ (384x/o.1Xl09(24 M N - 9 = a.. 0,20 y 0,02 �ttoxv AO /40 pRor r DE o 1 • STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FLORIDA 33016 (305)827 -6637 - FAX: (305)827 -8375 CHECK ‘1E N7uudoN DESIGN CALCULATIONS /4= WJ 1Y9,t =2039 4 -1 8 -dQv = 2.131 =1 10 ,Z; Co 9 rfocx AU4wAl3LE .,S' Argsso av c))Bo cRireitlf 514/A -TIOti1 `8 (2i S PROJECT F' &ix t�6GYe 11� SHEET NO. (.o OF DATE _ 5t=rrgrrl,t 4 W L h 4F5T � Ri IT'iiK A REA TR Y /1" Eih4C 47FCt. R y c H.MAWNC.She " X4 - 4 " .' 5 Fu« JAW. Z,9 in PwIvEV • Goi9D y55::y5 - 9 . 8 1"2344 P? I A)oTE; 1977,9CH 1 - 441,46 £TCCC Ctlh9N'WEC 7o l(uM . M vC�II N f✓SI .lIO.32 r�2 PML LIPS PLAT rif-D bs 'Rom E '4os 4 RE pNOCIP z eo.c.. r6lAWM) ' lak 4 XI. 3 3 = 12.9 KSi 1.45 It AIIOUJA = •% - 95 feao i (sYz1.1I,zY95 = 0.38 ,364 (384X:.%)0d')(,.34 ,_ DOO Q �i4PAc I r'. DESI4q) A2EsS4REC = - M5.4 PSF AND - -59,5 . FSr (Fok A 3 -0 4 w) lX � O 4) D1002). M PER ovoNc7 catmint. N• 0. l9, = 98-0&26. 1) g l9 Ochre or S •Z 6 -O It � � O H) I S APPrQDVE Fat -t630 PS F AND — ?3. 0 P,SF- 711- Cii COP'17y o f 7)1S ;OOP Is: + 45 • 41 PSF +63,0 PSF' • — 59.8 I- es I• C►lcce Awc)i e f1r6E 74 CNc,tf 7 : (I) 7oPPeR sc e S "�J 17 -A.c.) FOE 94".i 7I9PPEe W/ I -3J411 /Am. CnldC011(,rr / N 3, Om Psi COA e&E'rC, SHEAR . CBR : ) 9 4 0 ) 4 r . 3 3 o (i51, ;9 j �/59 X Z3e,2 � lZO - 1V � A' I'' HE L - E �� P N i H CN�� 2'O.e. Al& I • NOTt ! ?T I/117CRSCr1 or vCR71rj . ,4uWUNS, Mo''of Z Awet j 7D7WC GOT elbet OF 7dc M1ILt CJ` W In/1412V or /NIEASECroIIS,. ZNP W/mrl'{/ 5" OF IN7rR strhows e g FMA," MAx. SPf?CJM D(MD 4841/E) ;oP4' 8077DMa ,3941. 7(.t 4 ) A 6i 1 Mu y UON� u 1 _2L, Y 4-4; 7.6Z9 ). /6 PQe15L4cEras O. 395 — o.ZzC rr€EL. OF c w�M 3'314 1, 51Y' 7. Cv ► 34 2.9- STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FLORIDA 33016 (305)827 -6637 - FAX: (305)827 -8375 CHECK ‘1E N7uudoN DESIGN CALCULATIONS /4= WJ 1Y9,t =2039 4 -1 8 -dQv = 2.131 =1 10 ,Z; Co 9 rfocx AU4wAl3LE .,S' Argsso av c))Bo cRireitlf 514/A -TIOti1 `8 (2i S PROJECT F' &ix t�6GYe 11� SHEET NO. (.o OF DATE _ 5t=rrgrrl,t 4 W L h 4F5T � Ri IT'iiK A REA TR Y /1" Eih4C 47FCt. R y c H.MAWNC.She " X4 - 4 " .' 5 Fu« JAW. Z,9 in PwIvEV • Goi9D y55::y5 - 9 . 8 1"2344 P? I A)oTE; 1977,9CH 1 - 441,46 £TCCC Ctlh9N'WEC 7o l(uM . M vC�II N f✓SI .lIO.32 r�2 PML LIPS PLAT rif-D bs 'Rom E '4os 4 RE pNOCIP z eo.c.. r6lAWM) ' lak 4 XI. 3 3 = 12.9 KSi 1.45 It AIIOUJA = •% - 95 feao i (sYz1.1I,zY95 = 0.38 ,364 (384X:.%)0d')(,.34 ,_ DOO Q �i4PAc I r'. DESI4q) A2EsS4REC = - M5.4 PSF AND - -59,5 . FSr (Fok A 3 -0 4 w) lX � O 4) D1002). M PER ovoNc7 catmint. N• 0. l9, = 98-0&26. 1) g l9 Ochre or S •Z 6 -O It � � O H) I S APPrQDVE Fat -t630 PS F AND — ?3. 0 P,SF- 711- Cii COP'17y o f 7)1S ;OOP Is: + 45 • 41 PSF +63,0 PSF' • — 59.8 I- es I• C►lcce Awc)i e f1r6E 74 CNc,tf 7 : (I) 7oPPeR sc e S "�J 17 -A.c.) FOE 94".i 7I9PPEe W/ I -3J411 /Am. CnldC011(,rr / N 3, Om Psi COA e&E'rC, SHEAR . CBR : ) 9 4 0 ) 4 r . 3 3 o (i51, ;9 j �/59 X Z3e,2 � lZO - 1V � A' I'' HE L - E �� P N i H CN�� 2'O.e. Al& I • NOTt ! ?T I/117CRSCr1 or vCR71rj . ,4uWUNS, Mo''of Z Awet j 7D7WC GOT elbet OF 7dc M1ILt CJ` W In/1412V or /NIEASECroIIS,. ZNP W/mrl'{/ 5" OF IN7rR strhows e g FMA," MAx. SPf?CJM D(MD 4841/E) ;oP4' 8077DMa ,3941. STRUCTURAL ENGINEERING CONSULTANTS, INC. PROJECT G A - t,a►�l 16500 N.W. 83RD COURT SHEET NO. OF MIAMI LAKES, FLORIDA 33016 DATE _SEPTf 2 6 i 20C)1 (305)827 -6637 - FAX: (305)827 -8375 DESIGN CALCULATIONS ELEVRIION reRJ71 J'Jf WO I C'IEGK TRANSOM: i4 ULLiON S1 : 3( Dc.5IG Good: 59 •S es, t,Qp = 0 Z33,2 too .2" 2.629 in l5Oiwuc.= 1 • I (08 In w.Q = (239 • Z.( 5 = 20.1 0 8 8 -I . Z69,)0 xis =0.Z5. in 3 <I,I68In 3 "q I 500 PAM/ I DE o Clime At[A LF 13 A3€D a N 400 rRJTco4.7 it S w. b 4 = (.5 2 . 3 4 ) = ©, ©Z 384EX (384)60.,Xio')(2.629) IJ AtoxviiaL 9 add 6 1 • • STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FLORIDA 33016 (305)827 -6637 - FAX: (305)827 -8375 14 CNEc. VERTICAL- NIutadon! DESIGN CALCULATIONS - LEveni l' (4t. tJe 5 ) 7 / /- 6Aw; C wJ t 4 RC CST - u srrn/q ARCS : 44nhy ec 4464 - %'X sale Fvu sP,OLN. ofv F O Q I 7 a P r t & W / 1.3J4 / N IN. Et41aC ieirwr , N 3, Iao Ps1 SHt:AR CBR: 19404 ••33' b.61, .70 "AA 12"4.e. : ( 8, i 1Z 1it r 2434 4 < as, .90 FL c ' PE ,Q , • a . " : • N ov oS Max . PROJECT e, AJ GA ff ,S SHEET NO. OF DATE �'.Prfrrtig,PA2 Zoo S 1-or1D = „ V� S 7:)2), Pc ' / t2 �` l MATE' A77f1CN 11 - 4114C STECC. CIIdMiWC . 7o 41..ob 1. Mv,ciom 0.11444/ a32rh PNtt uPS F`A7' da ( 0 MS c. q rep) e,i o s 4 o frftwoipce felAWm)r 16444 X1 = IL. 9 ks; . 45 r1 = C 21.1.: = 331.4 / 8 4 ��t Z =o,91 10 <2,9I io Novi 12, 5co rJ tY ALtoWAALE .r Arae.ro oN L.) taproot): pi Swl (5YIZIV1ZX9( _ ©, t� 3A4 (364)00. CHrte A r k i n - 1 0 4 , W 70 NNcer rE : CIJ4 11 ¢ TAPPER SCRGYtrS a Vice.) c'OAI C 'E tC AJlown = . 114 - % 18;0153 N_; fir ,IN7CR5C(7 Js or VCR7w4C /4uWo,S, Moo !DC Z ANet S 7p7N(' ceTT e1641 01= • Mu «tg• (1 WJregv of mocASecnordS, Z'rp 1 5 4F 1N7CR SCc7ioNS ' R Etwa,Nne4 MAX. 51 Demon ABA'E) -pP4" eo770M. (1n ■ nn MULLION u ties 4-'17 7. C19 1♦16 Q i) PQ(s5w kilo 0. 3 9 o. Z ZG *r m. RJF e 1 s) 3,3i4 1,5134 74741ST: 6.3 2 .91 STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FLORIDA 33016 (305)827 -6637 - FAX: (305)827 -8375 14 CNEc. VERTICAL- NIutadon! DESIGN CALCULATIONS - LEveni l' (4t. tJe 5 ) 7 / /- 6Aw; C wJ t 4 RC CST - u srrn/q ARCS : 44nhy ec 4464 - %'X sale Fvu sP,OLN. ofv F O Q I 7 a P r t & W / 1.3J4 / N IN. Et41aC ieirwr , N 3, Iao Ps1 SHt:AR CBR: 19404 ••33' b.61, .70 "AA 12"4.e. : ( 8, i 1Z 1it r 2434 4 < as, .90 FL c ' PE ,Q , • a . " : • N ov oS Max . PROJECT e, AJ GA ff ,S SHEET NO. OF DATE �'.Prfrrtig,PA2 Zoo S 1-or1D = „ V� S 7:)2), Pc ' / t2 �` l MATE' A77f1CN 11 - 4114C STECC. CIIdMiWC . 7o 41..ob 1. Mv,ciom 0.11444/ a32rh PNtt uPS F`A7' da ( 0 MS c. q rep) e,i o s 4 o frftwoipce felAWm)r 16444 X1 = IL. 9 ks; . 45 r1 = C 21.1.: = 331.4 / 8 4 ��t Z =o,91 10 <2,9I io Novi 12, 5co rJ tY ALtoWAALE .r Arae.ro oN L.) taproot): pi Swl (5YIZIV1ZX9( _ ©, t� 3A4 (364)00. CHrte A r k i n - 1 0 4 , W 70 NNcer rE : CIJ4 11 ¢ TAPPER SCRGYtrS a Vice.) c'OAI C 'E tC AJlown = . 114 - % 18;0153 N_; fir ,IN7CR5C(7 Js or VCR7w4C /4uWo,S, Moo !DC Z ANet S 7p7N(' ceTT e1641 01= • Mu «tg• (1 WJregv of mocASecnordS, Z'rp 1 5 4F 1N7CR SCc7ioNS ' R Etwa,Nne4 MAX. 51 Demon ABA'E) -pP4" eo770M. STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FLORIDA 33016 (305)827 -6637 - FAX: (305)827 -8375 DESIGN CALCULATIONS PROJECT SHEET NO. OF DATE S IgPP E C) ° CkIECX 5 LIDI NA l -+x}55 IooR lT� - 1)E5IGN PRzSSUQES 44,9 P3F AND -585 PSF R - 71 1 "0 (2) 4- (v') x 9(0 CH) 514 DING, c LIg$S pooR 5, As Pcte PKD.D CT Gonn - Rot, N , O,A, 0o-0301. (Et P)Q.T)oN 42 V � Pf1 R o woks tiEolLt_ FR gpere 61 -RE= 5orw) x 940 /5 * *PRO D m� : j 60, 04 Psi' (56z ego,cooc7 caiIt eo L. Iv,o.t4. Coivp/9-1(4 Avi9L.1615 5 4 or !v Foe reon77 5 ky rri 1 AwmINvvli REtu Fike6rvt h/T ). "The i 2-64 ri c--49P6t rty OF - 1' fly 5 uDI Nc a0955 POO k 15 -t 44.9 P$ P' < 440,04 P$F - 5 0.3 Psi' < _ (o,,44 PSF , '• T -m £ tiNCtiaM4 /nr s-rkict 4cceRow6 VS fl7 PROD )CT CtN o L D ?f W1144' . ■Illiiri■•■••■•■1•1 5 s' • 5=0 C"Cif c - P C qv NA- V- 'CP e)- - k -- 0 , ce. F.,- .4 ( • t 3Ar rH h Cc 12 stlY:At ct 11 ....% - t74 / MIAM I-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami FL 33166 Acceptance No.:98- 0626.11 Expires:11 /05/01 iv Approved: 11 /05/98 -1- Internet mail address: postmaster ©buildingcodeonline.com MIAMI -DADE 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 SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 5000 Outswing(Narrow stile) Aluminum Storefront Doors. 1 under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant along with drawing No. W98 - 23, sheets 1 thru 5 of 5. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Gopi Glass Sales & Services Corporation. ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 98- 0626.11 NOV 0 5 1QQR NOV 0 5 2001 1. SCOPE 1.1 This approves an aluminum outswing storefront door, 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 5000 Outswing (Narrow stile) Aluminum Storefront Doors- and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -23, titled "S -5000 Narrow Stile Entrance Door" Sheets 1 through 5 of 5, prepared by manufacturer, dated 03/12/98, revised on 10 -12- 98, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The aluminum storefront doors 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 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 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. t5L I• (L4& Ishaq I. H handa, P.E. Product Control Examiner Product Control Division -2- Gopi Glass Sales & Services Corporation. ACCEPTANCE No.: 98- 0626.11 APPROVED NOY 0 U Ida NOV 0 5 2001 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it 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. Ishaq I. handa, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE - 3 - O.L. f OPG. a 0 I E DESIGN LOAD - PSF LEAF HEIGHT LEAF WIDTH EXT. 3/16" TEMP. GLASS, / / / / / /© / / / / / / / \ \ \ \ \ \ \ \ \ ( \ \ .. DOORS WITH 3/16" TEMPERED GLASS NOMINAL DIMS. DESIGN LOAD - PSF LEAF HEIGHT LEAF WIDTH EXT. INT. 39 -1/2' 2/6 79.4 92.0 6/8 6/0 66.2 76.7 3/0 2/6 75.6 87.6 7/0 63.0 73.0 3/0 NOMINAL WIDTH FRAME WIDTH LEAF WIDTH 2/6 33 -1/2' 31 -5/8' C X > 3/0 39 -1/2' 35 -5/8' C X ) 5/0 63 -5/8' 31 -5/8' < XX > 6/0 75 -5/8' 35 -5/8' C XX ) NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT 6/8 82' 79 -5/16' 7/0 86' 83 -5/16' 4 • t co c, W LOCKS: CO M CD O _.I 0 • 0 6" MAX. O 3/16" TEMP. GLASS / / / / / 75 5/8 FRAME WIDTH / / TYPICAL ELEVATION ( XX ) OUT —SWING AND BOTTOM WITH 1/4 DIA. NYLON TIP. 35 -5/8" MAX. LEAF WIDTH 30 1/16" MAX. D.L. OPG. 12 "MAX. TYP. / / / / / / / INACTIVE LEAF; CONCEALED FLUSH BOLTS AT 12 FROM TOP OF LEAF. MATERIAL: DIE CAST ZAMAK BODY AND LEVER THREADED STEEL EXTENSION AND 9/16" DIA. ACTIVE LEAF; 3 POINT LOCK SYSTEM USING ADAMS RITE M1805S, DEAD BOLT WITH #4015 THROW BOLT OPERATED BY DEAD LOCK AND ENGAGING FRAME HEAD AT TOP AND THRESHOLD AT BOTTOM. / / / / / / / / / 12 MAX. TYP i0 N CO t0 3/8" HEX STEEL TIP BOLT GUIDE STEEL ROD WITH THREADED ENDS i /-'THRESHOLD BOLT co 0 a O J 0 6 MAX. 39 1/2" FRAME WIDTH 35 -5/8" MAX. LEAF WIDTH 30 1/18 MAX. TYPICAL ELEVATION ( X ) OUT.SWING Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 18557 2 1998 THIS SYSTEM IS NOT TO BE USED, WHERE WATER INFILTRATION REQUIREMENTS MUST BE MET. SERIES -5000 ENTRANCE DOOR NARROW STILE OUT — SWING TYPE COMPARATIVE ANALYSIS CHART BASED ON HETI -97 -1123 TEST SIZE = 75 -5/8" X 86" ()0X) DESIGN LOADS = +63.0, —73.0 PSF TESTED GLASS = 3/16 TEMPERED NOTESZ 1. THIS STRUCTURE IS 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. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF 1 \ 3 OV 4 - l 6519_- pp Q� .. BY 144.41 1• G Le LA PRODUCT CONTROL DIViS.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N09 -C'3 O Ito • 11 0 O 0 w o: cc 0 0 0 (1) c rn c 0 N 0 0 1±' 0 4 0 1?) a) 0 0 0 0 co 0) iA 0 CO 0 N CO 3 0 N a drawing no. W98 -23 (sheet 1 of 5 ) o D.L Q OPG. / 3/16" TEMP. GLASS i / / / / / / / / / ./ / / / .%.- ♦ \ \ \ ♦ /;/ L \ \ ♦ T ♦ \ \ ♦ .... CO a O fs- 6" MAX. 4, / 3/16" TEMP. GLASS/ / / FRAME WIDTH 75 5/8" 35 -5/8' MAX. LEAF WIDTH 30 1/16' MAX. D.L: OPG. 12 "MAX. TYP. / / TYPICAL ELEVATION ( XX ) OUT —SWING LOCKS: ACTIVE /INACTIVE LEAF; 3 POINT LOCK PANIC HARDWARE MODEL 1085 BY JACKSON EXIT DEVICE WITH PANIC BAR LOCATED AT 36" FROM FLOOR EACH DOOR LEAF. i o N Li 12" MAX. TYP. a CD O J C] 6" MAX. 39 1/2" FRAME WIDTH 35 -5/8 MAX. LEAF WIDTH 30 1/16" MAX.• TYPICAL ELEVATION ( X ) OUT —SWING io N Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 18557 T 1 2 1998 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF NINe. 45; 191$ BY \SL' • C Let.LA PRODUCT CONTROL DIV:S•011 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Q' ( L z 2 O o � N 4 8 r a z M O O Qa � N. . c0 E2 N I z M P 0 in 0 . m v •` 0 0 0 Z 0 to M tei 0 0 1 0 0 N N 0 0 drawing no. W98 -23 (sheet 2 of 5 ) ram IF PAST # RSQD. DESCRIPTION RSIlARSB 1 - - - - 2 5007 1 FRAME HEAD 6063 -T5 3 5011 AS READ. DOOR STOP 6063 -T5 4 20236 1/ LEAF TOP RAIL 6063 -T5 5 20234 AS REQD. GLASS STOP 6063 -T5 6 46812 AS REQD. GLAZING VINYL SOFT PVC 7 - AS REQD. BULB WEATHERSTRIPPING SOFT PVC 8 20238 1/ LEAF BOTTOM RAIL 6063 -T5 9 20305 1 THRESHOLD 6063 -T5 10 5001 2 OPEN BACK JAMB 6063 -T6 11 20237 AS REQD. HINGE OR PIVOT STILE - 12 20240 1/ LEAF FIX STILE (INACTIVE PANEL) 6063 -T5 13 20239 1/ LEAF LOCK STILE (ACTIVE PANEL) 6063 -T5 14 20271 1/ DOOR ASTRAGAL FOR XX ONLY 6063 -T5 15 10741 - PUSH BAR (OPTIONAL) 6063 -T5 16 AGP -123 AS REQD. HANDLE 6063 -T5 17 14234 2/ LEAF RESTRAINING PINS <2 -1/2' X 1/4') STEEL 18 30708 1/ LEAF TOP FRAME OFFSET PIVOT - 19 30709 1/ LEAF TOP DOOR OFFSET PIVOT - 20 — 30710 1/ .LEAF BOTTOM DOOR OFFSET PIVOT - 21 30711 1/ LEAF THRESHOLD OFFSET PIVOT - 22 5009 AS REQD. ANCHOR PLATE, 3' LONG AT ANCHORS 6063 -T5 23 - - - - 24 1085 - JACKSON PANIC DEVICE SEE SHEET 2 • 25 - 2/ LEAF FLUSH BOLT (INACTIVE LEAF ONLY) SEE SHEET 1 26 - 1/ LEAF THREE POINT LOCK (ACTIVE LEAF ONLY) SEE SHEET 1 27 AGP -292 1/ DOOR THRESHOLD RISER 6063 -T5 . - - • cp TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 LD • • •• ` TYPICAL ANCHORS <STAGGERED) SEE ELEV. FOR SPACING 1'BY OR 2'BY WOOD BUCKS 4 . - • ■ 3/16" TEMP. GLASS # 8 X 1/2" SMS 2 PER RISER DRILL SUBSTRATE TO ALLOW PIN EXTENSION L NYLON SPACER STEEL PIVOT ALUM BODY STAINLESS STEEL BEARING STAINLESS STEEL ADJUSTABLE PIVOT 1/4 -20 MS ALUM BODY • BRASS BEARING ALUM BODY TOP FRAME OFFSET PIVOT THRESHOLD OFFSET PIVOT WOOD BUCKS NOT BY GOPI GLASS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING A. INTO 2" BY WOOD BUCKS # 14 SMS OR 1/4" TAPCONS WITH 1 -1/2" MIN. PENETRATION INTO WOOD B. INTO 1" BY WOOD BUCKS OR INTO MASONRY 1/4" DIA. TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY SEALANTS: FRAME AND PANEL CORNERS, INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS SEALED WITH CAULK. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 18557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 19.14 BY _____L-4- • C.�Q.1s PRODUCT CONTROL DIV :S :GN BUILDING CODE COMPL NC OFFICE ACCEPTANCE N0. 9 co to co N Ni ce w Mc .a aQ 0 0 _ op Cs1 (n 0 r. M z to W •—• PI 2 0 0 N 03 3 0 D O 2 to z 0 a w cc U _ to o CD N� 0 0 N to ai 0 1 c 0 0. a 0 to v v 0 •0 0 c drawing no. W98 -23 sheet 3 of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY GOPI GLASS [MUST SUSTAIN IMPOSED LOADS 114" MAX. ; SHIM SPACE c RESTRAINING PINS @ 28 -1/2' FROM TOP & BOTTOM # 8 X 1/2" SMS 0 7-1/2" O.C. FRAME WIDTH EXTERIOR D.L. OPG. LEAF WIDTH D.L. OPG. LEAF WIDTH FRAME WIDTH Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 18557 — TYPICAL ANCHORS 1/4" MAX .SHIM TYP — TYPICAL ANCHORS 1/4" MAX SHIM TYP APPROVED AS COMPLYING WITH THE SOUTH LORIDA BUILDING CODE DATF Ntweivklo.e.k 0;19 L BY S [ ...0. � . C.a w dc, PRODUCT CONTROL DIV.s•Ot3 BUILDING CODE COMPL: , OFFICE ACCEPTANCE NO. q � - �.• • 11 z zW �0� g U O 0 O a U d W - O � z M QQ op 0 0 W 1 • W r� LLJ 0 M1 co 3 0 IL 0 0 0 0 I cn N 8 1 N • 0 W re O cn((0 0 U N M N N C7 1- 8-4 o • Nm p 0 1 0 .` 0 N 0 .0 0 ti 0 ■.c drawing no. W98 -23 sheet 5 4.437 r -1 . -3{ b BOTTOM RAIL 20238 6063 -T5 x.125 .500 FT 4.000 THRESHOLD 20305 6063 -T5 .102 2.250 FRAME HEAD 5007 6063 -T5 t o-- 4.000' --1 TOP RAIL 20236 6063 -T5 .078 .752 .518 DOOR STOP 20913 6063 -T5 .680 -1 .7 0V- Li GLASS STOP 20234 6063 -T5 1.750 1.750 1.750 4.000 FRAME JAMB 5001 6063 -T5 2.180 —o1 LOCK STILE 20272 6063 -T5 L . -2.182 FIXED STILE 20240 6063 -T5 .125 f�-- 2.181 --01 HINGE/PIVOT - STILE 20237 6063 -T5 THRESHOLD RISER AGP -292 6063 -T5 1.750 .828 ms's 1.375 1.406 ASTRAGAL 20271 6063 -T5 1.563 6063 - T5 3.500 �{ d .078 ANCHOR PLATE 5009 6063 -T5 # 10 X 3/4 SMS 3/8° X 1" STEEL THREADED STUD .500 4.500 6063 -T5 'FRAME UPPER CORNER FRAME LOWER CORNER Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 18557 DOOR LEAF UPPER CORNER DOOR LEAF LOWER CORNER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA UILDING CODE DA T 1yF oy21J Q� 65. 19qC6 5Y4g� • ( ' 1 .4 � PRODUCT CONTROL DtVIS:ON 8UILD;NG CODE COMPLIvCE OFFlCE ACCEPTANCE N0. o1 ( r-, c 0 N a v ) 0 0 N 0 c 0 0. t) d) 0 0 drawing no. W98 -23 sheet 5 of 5 10/04/2001 15:31 305 - 640 -1270 MIAMI -DADE PRODUCT CONTROL NOTICE Ok' ACCEPTANCE I'M Industries 1070 Technology Drive Nokomis FL 34274 Your Application for Product Approval uf; Series SGLI-2S00 Aluminum Sliding Giess Door under Chapter 8 of the Code of Mianti• Dade County governing the use of Alternate Materials and Types of Construction, and completely describcd herein has been recommended for acceptance by the Miami -Dade County Building Code C:omplianee (_Thice (BCCO) under the conditions specified herein, This approval shall not be valid after th•t expiration date stated below. BCCO reserves th.: right to secure this product or material at anytime front a jr bsite or manufacturer's plant fur quality control testing. if this product or material fails to perform m 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.:00- 0301.03 Expires :05/22f20034 THIS IS THE COV ;RSHEET, SEE Ai►D1TIONAL PAGES FOR SPECIFIC AND GENERAL. CONDITIONS -� BUILDING CODE S;. Pit)DUCI` REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code arid Product Review Conullittee io be wed in Dade County, Florida under tho conditions set forth above. Approved: 06/08/2000 1 ot'3 PENfi ALUM PAGE 01 a ,l ,.n.u JJ r•, Ka', • A MIAM1-DADE COUNTY. FLORIDA M • ETRO -DAD6 FLAGLER BUILDING BUILDING CODE COMPI.TANCE OFFICE METRO -DADE FLAGLER BUILDING 1-+4 WEST FLAGLER STREET, SUITE 1603 NitAAil. PLORIDA 33130 1563 OW 375.7901 rAx c3o$1 3'S• :1)OS CONTRACTOR LICENSING SECTION 1101 )7a 'a2T MX (PM )75.219; CONTRACTOR r:ItTORCLMEAt stctwrttt\ 00,13731906 ? 't30! 371.293 PRODUCT CONTROL invIStO$ i3051 )7S•2902 FAX ODSM)73.6.1)9 Raul Rot rtguez Chief Product Control Division i7 .raricisco ( Quint:lra. R.A. Director Miami-Uade County Building Code Compliance Office - Ietcruct mill address: postmaster. buildlasouitantloe.com llomepage: bttp : /lnww.buildisocadroalint.euw 10/04/2001 15:31 305- 640 -1270 Indusrri£s NNO rIGE OF , .CCEPTANCE 2 el 3 PEA At_1 PACE 02 v auvw.:• n iL4.., • ACCEPTANCE No.: _09- 0301.03 APPROVED JUN 0 8 2000 EXPIRES May 22, 2003 SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of At ceptartce No. 96- 1023.03, which was issued on May 22, 2997. It approves an aluminum slidinf glass dour, as described in Section 2 of this Notice of Acceptance, designed to comply with the ;;ouch Florida Building Code, 1994 Edition for Miarni -Dade County, • for the locations where the Iressure requirements, as detemtiited by SFBC Chapter 23, do not exceed the Design Pressure Rating votttes indicted in the approved drawings. - 2. PRODUCT DESCRIPTION 2.1 The Series SGD -2500 Aluminum Sliding Glass Door and its components shall be constructed in strict compliance with the following document: Drawing No. 741, Sheet 1 of 6 tided "SOD - 2500," prepared by Progressive Gtas; Technology, dated February l4, 2000, bearing the Miami -Dade County Product Control Apprr vat stamp with the Notice of Acceptance number and approval date by the Miami -Dade County :'roduct Control Division. These documents shall hereinafter be referred to as the approved drawings. 3- LIMITATIONS 3.1 This approval applies to single mit applications only, as shown in approved drawings. 3.2 Other configurations allowed: OX, X0, XX, OXO, XXX and XXXX. 3.3 'Head receptor. is not allowed to he used in this installation. 3.4 For Design PrcSsurc Rating vs. Door Size, and Reinforcement. See Comparative Analysis Tables in approved drawings 4. INSTALLATION 4.1 The aluminum sliding glass doer and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system 5. LABELING 5.1 Each unit shall bear a pennar ent label with the manufacturer's name or logo. city, state and following statement: "Miami -D,dc County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 1+.1 Application for building permit :hall be accompanied by copies of the following: 6.1.1 This Notice of Acceptant e. 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 let uired by the Building Official or the South Florida Building Code (SFBC) in order to- pr pc. ly Evaluate. the installation of this system. i Manuel Perez, P.E..'Produet Co ?tro)Examincr 1'roduarLCuntrul Division -. _, 10/04/2001 15:31 305 -540 -1270 PEN k'GT 1Cndus,rias EXPIRES • May 22.7003 NICE F_ ACC ANCE- STANDARD CONnrUONS Renewal of this Acceptancc (approval) shall be considered after a renewal application has been flied and the original submitted documents, it eluding tesr- supporting data, engineering documents, are no older than eight (8} ycers. 2, Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -bade County Product Control Approval ", or as specifically stated in the Specific conditions of this Accepx ante. 3. Renewals of Acceptance will not be considered if: a. There has been a change ii 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 sane product (identical) as the one originally approved. C. If the Acceptance holder h &s nor complied with all the requirements of this acceptance, including the correct installation of the Nreduce d- The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer prat awing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofn revision application with appropriate fec} and granted by this-office. S. Any ofthe following shall also be grounds for removal of this Acceptance: a TJn satisfaotory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, roe sales. advertising or any other purposes. 6. The Notice of Acceptance nuntbet 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 wen 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 needs not reseal the copies 8. Failure to comply with any sect.on of this Acceptance shad be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pates 1 2 and this last page 3. :END OF THIS ACCEPTANCE 3 of3 PAGE 03 ACCEPTANCE No.: 40- 4301.03 APPROVED JUN 0 zao zMarw Perez, F.E.:'Froduct Co . 1 Examiner Produti.' • m'nl Division ',.F Redow /aP Aft AsuTMOLTSoprNs am REM to lowAti m. roalp PANE( CCP tD )W4 aMR. USE TWO 110 x 3,14 RAN NM Plike7$$J4) M ATTACH CUP 10 M4114 FRAA1E WAR actre 5 R: s Jr FROM Vat ow At €3VC U•re:i•Va „,••••••••...4 \‘■ 41;14 0,A 'CR 'UM Si XV* (:LAss mac! PANEL ailmeATION WV PANT WHINER 411114 L1 Maiz r. fault or SIMS To MVO; WON MIN 4H 1lI37A1.t 'NW 11 g .1/4 (7o.14.44) PAM WAD P. OAR'S' SCREW AS SNOW US.WC 8/tACKET AS A. TLIENAtE PRE-ORti. OM SUE AND AWN /MN 3/72 ;lilt VT waver 0Fomo Se10.1Y1. LE WEE RITAcals NTT PAhn Ar ros MOW' NorTem or PANEL USE .nva it70 .7/4 P07 ME(U P1. (7I0344 70 Fn. nz Jross usee diva. AS umPtArr: PRC-Milli PAO& OMR IWitl .4 4/;.12" fir PEr011e °MARC =ri. vS Win Tr AAcit "RAM 10 ans l0z 1 1, mot Np. 1.41) TAY pifilanfp Er ONSTAIIER OWE 7/e' 5/8" z 1/11 z e ONG ALARA RelAWCP 4/1E4 114 MANE sac 47 00 SPAN OF ECM PA/RI 901M11 se2.10:0 70 MANE icirN MR 110 g 1 1/2 cit. WAD 1,NVON f0 11E FORNere OY /NSE4Lf.a. Atiticasatteaufdal fressot * Wks . mato As- natie am* t S00-2500 Lbssejoshe PART 1 'LS ARE RE01071E0 FD w taw W.110 LOW 114T1LLI$700N. CUPS MAY NOT 11E REOtARED #10 PAAACI MST TWOS .0'PLegroa CLPS REMISS W. 111111 SCREEN 444. FM PROPER .frIVALLABON. 7echnoteoit Or. tickornrs, 1. 34275 AffletTE C91019/31 WW2 30tRil rums 83112133 003 iflfi • v of era c elisas 1 701; Cautith..3 tCUHIM. II ef. • IN U T \SGD-2500 OXXO Efevotiun itz7/74,4x) wrre rom7ra r W 7 INL . • 0 npu:99 * 31 to 91 YOLICALACCINN .17f rr / Witt 1 9925 0 ' 96.0170 11021BILTI AL_SESDIRI Valve.* M OW km,* ra.s. -Two r t„ * OA .V/4/0.3 Ea 0 175 / J letrawatkapause .4 V !wool .111.0 swim t r sormoustr..1 S99-2509 ---- 1.27r 30000 --- 7 I -,-.. 1.938 - J.575 , sneeau Ai l'rtetn% 4141 I spos nolo 611115-V4 tit e „v... oggr4( %oat. Irtf501 f $V;1 uP4 • tl,- IIRMAXJ7. XL . O70 1 I tchnottny Or rvok9mis, 34 275 t■-■ Ps) 1ES ra Sectrcn 'hew wiout Reinforcernepe AFra ------ WA • &Way Alwei"or -- 1 2w<3 _ . ..-- :.------J I Off • 6 •■•••••■ 4,44 Oatight raysatg 30.000 f " . • _11 VI ATI o P 1108!ZON74LSLCNIM 4ble.00s 4.590 50 000 tom too ..... I. 0 •■■■•■•• I2710111 Li °MDR, sirs dtra ctot v0 Imm $tvisoi toittAi CO? MOW Mitt .yrittarmi 3 jciwasajtaw , ov00001 • ova 'a • L S00-2500 ..■ "H sec 'I View With Reinforcement Irms•oa . 0.8. UNA—WI ,Stato faisiorra . . 1 74 I rok P070 Toclinots9y Nokomis. Pi, 34275 %C CP rr .Wittga Peinforce.rnent ....g2 arm Lad* (PCP) boast/ few g&16,1 77.000 03.000 96.0r,O 70 49.0ar t0067 09.00 :11 63.04 72.0t 74.72 64.04 59.08 54.04 47.0.1 4427 .X.Ct Mt; :en ar $ It)2fsafira_ , 1.094c ("Sn_ r e.ix1V 160 '1 72 aces .1.7.1 42,04' 604 P itth AirSzfiNVAL_Rffin(tirr."4/7 1) Alsoceive Tiesije tactds (tsr) *lead ! door ' --- 7rni.F00 . 964174 77.oau Malt , 90116 177.ri 74117 sr...tor ;oz. I no.se 60.04 t 644•4 51 eV, 7o ct . rositve oto:r rt toted Vat? 71 . 60.67 4067 draw " dr.47 '611P _60.67 0167_ 51.40 Or_SO or tif Contooralive Analysis. Oter Male mow flax& maw," 144.000" 96067* 011 61.04 160.8, 69.W 54.04 89.00 SLUM 72.05 ' 51.7,7' 40.1' 72.05 .51.7.3 WA/T eft AC? 111.0o 3802 0110 or 170 27X0 or 00 De Coroporons ,4nraysit. 0a 6th ;VICO"' 978; 16.67 eTt.b0 49.0 69.67 5604 090 or IV 7 6* 60.•1? 060 or 72X c. carrpariSvs ltadjosis. Widths . 7 61100 annporotive lor.4sit„ 144.000 19t0910' 74.72 03.00 5604 42.03 E009 :,111 0.4.acte 30.00 ) 7 am 1 9 7 ----- 37.19 7 " 7 ; co 96:000 1.30.00 12718 102.93 0.00 144.000' fo20011 106.74 Mos 82.97 77 7.190 64 64 f or 3717. 07.1:0 44.00* 14 4:01Xe 62400 - 47 60.47 60.67 6047 r7 .6? - 715 - 6007 ak67 t 67 60.04 60.67 6067 0.04 67 31. 46 MTV 8047 r 51.4$ WV or MY 0.0 au1 2/14160 Saa CA/ 000 ;•)&4Thog: 4itir rentpered 2.) eorliountfixts: aV07 J.) Veer fiessige Rae* o 0iSigt7 Pottsure 92%19 alit .40Artimor eftrMasamftd. 4.21 7.u% - o.S.I. A) Oesipi Pressure 9:20 aehaat Raia. 4;3 AS./ 4.) 9 &elm Per iseettoo ot Wooer Mit .114 704364 rAa, CORPTER !who 04X. rRaTi CAM CG.41/Erc (.MAM) MT. SPACING AT 4040 SPJ.: MOM MU. SPatar AT AVIV: 44,1200 .5.) SAGO., Sagami:tisk SAWN" ore ParAtrei. 6.) tiatarame Teat Pacer Ft7.-13111 (W/u1 esir.ror4ernon1) f77. I)IA Mintinsvit Thinters(Pste/g) 7.) AT trams Cers4rs 8 Perusis Seared MP Scretstlifsfeeerri Stokm! 8.) VT rser So ae riftem? met re &ore ewer er.d 24 6.C. zo tabor .10T "Or r -laftkragair 500-2360 amtoma Am* la puma aew At Oink MOTE CT:01 1070 7sokrtology Or. Nokomis, Ft. .33275 .1. Mil . GAM :72I MANTON it1ti 4carTiT,T, 1. INDUSTRIES 'GD OX.(O Com parative Ar sot • : vows, SP .00 arnift 4de 741 • •-• Ift t...V6 • /I 1 v NEW BMW !#. ?4, %le TOCill , •t„,„ Gov, irm.vom, 5 _ — T" IY A, IWO ACM 1J4 t4FIZO .17P, WAD wow coe44 oa DtSCRIPTION f). SAM Watt $.6r... ufr Astregal aen...ettatersomea— r roma &no imta,vsor arac V.T. # vvvooR 4938 Ti; /7.3 i•IVCOd 8817 t• • Meristramt — 14Arstrit* OF SeirOvi • 7 "ustec tvwl. XI< ffitatioilwIdErtivo 11F&tigt_vo 71 I FOTO' L !vs:se kvr --- --"----1:421 — - 13 .irMe ittgl to tries -111r0r---- Fe t :: : eausf vitt Nos.:4 --- ;71*"."111 War01.1161 7 .7 — CO inc rad lis I ostee .4 illtrata love. .. 1 .; SaftglitssIg___ J i : : "_. ihdirdirkza 7; 7 Pr AA_ • • a. ;Alcoa (04tii:c" VPSCOO1 4 Ofaraoo 811 lyt XVIflI 4104 14 COOL tet.:411 gunrot COOntiti 4 :(41.11it AV: 429_1_ 71ehtnitos, A. 1074 Techrolony 1":9. I 34275 CD-2500 OXXO Materiols. Ar h o rat,*f_ ••■• — rota r j5 • crosnv 74 I CD CO A os• 4.11 M I A I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami ,FL 33166 APPROVED: 11/22/2000 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0802.06 EXPIRES: 12/04/2003' \\s045000I \pc2000\ \ templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE 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 CONTItACrOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2553 CONTRA croft ENFORCEMENT DIVISION (305) 375 - 2966 FAX (305) 375-2908 Your application for Notice of Acceptance (NOA) of: Series 4500 Aluminum Flush Glazed Storefront System +/ under Chapter : o e " o. e o tarot- ale County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS 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 Miami -Dade County, Florida under the conditions set forth above. PRODUCT CONTROI. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : //www.buildingcodeonline.com Gopi Glass Sales & Services Corp. ACCEPTANCE No.: 00- 0802.06 2 APPROVED • NOV 2 2 2000 EXPIRES : December 04.2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 1015.08, which was issued on December 04, 1997. It approves an aluminum flush glazed storefront system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 4500 Aluminum Flush Glazed Storefront System- 1 -3/4" x 4 -1/2" and its components shall be constructed in strict compliance with the following documents: Drawing No. 97 -38, titled "Series 4500 Store -Front System," prepared by Al- Farooq Corporation, Sheets 1 thru 4 of 4, dated on October 15, 1997, with revision "B" dated on December 04, 1997, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to multiple unit applications of an aluminum flush glazed storefront system with and without reinforcement, limited only to the maximum height (span) and mullion spacing and for the Design Pressure Rating, as shown approved drawing. 3.2 For Design Pressure Rating vs. Mullion Span and Spacing, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum flush glazed storefront system, and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each panel 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 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 ins .: llation • f this syste Manu= Perez, P.E., Product C Produ t • ntrol Division Examiner Gopi Glass Sales & Services Corp. ACCEPTANCE No.: 00- 0802.06 APPRO'YED NOV 2 2 2000 EXPIRES : December 04, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, 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 Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 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 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Manu - . Pere P.E., Product C e . tro xaminer Produ ' • ntrol Division ITEM # PART # DESCRIPTION 1 GPI -5502 OPEN BACK HEAD /JAMB/MULL 2 GPI -5503 SILL 3 GPI -5504 GLASS STOP 4 GPI -5008 POCKET FILLER 5 GPI -5009 FLAT FILLER 6 NEOPRENE GLAZING GASKET 7 SETTING BLOCK 8 PANEL ASSY SCREW It 10 X SMS 9 REINFORCING 5/8 X 4 -1/4' X 5/8' STEEL CHANNEL 1/8' THICK 10 GLAZING 1/4' TEMPERED GLASS GLASS = 1/4" TEMPERED SHUTTERS REQD. FOR ALL INSTALLATIONS 1.750 .078 TYP. :875 .078 • TYP. 1222 4.500 3.500 -•- -2.438 .626 1.096 GPI -5502 6063 -T5 4.500 GPI -5503 6063 -T5 GPI -5504 6063 -13 GPI -5008 6063 -T5 3.197 L000 .094 3.000 3.500 GPI -5009 6063 -T5 1.702 .090J 0.287 27 5 r—) .465 1 1 x z t • O 560 ---�{ 231 —.471 4250 I• .253 1 GLAZING GASKET' SCALE =2:1 NEOPRENE STEEL CHANNEL REINFORCEMENT UNIT WIDTH MUWON SPAN D.L OPENING MULL SPACING FOR MUWON CHARTS SEE SHEET 3 OF 4. FOR ANCHOR DESCRIPTION SEE SHEET 4 OF 4. PRODUCT RENEWED � ' - � 0 � gr 1t+tAYbUN' F000 ' li ACCEPTANCE Ira ` 0A En l r � $ V j ° r ,r,l Hy lI A. 74 DUCT CONTROL D1VIS • • CODS COMPLIANCE IRATION DATE GENERAL NOTES 1. 11-115 STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDMON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM CONSTRUCTION MANUAL" LATEST EDRION. 3. ALL EXTRUSIONS SHALL BE ALLOY AND TEMPER AS SHOWN ON DETAILS. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE PLATED OR PAINTED. 5. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. MUWONS MAY BE USED HORIZONTALLY USING SAME SPANS AS SHOWN IN CHARTS. 7. DESIGN CRITERIA FOR MUWONS: MAX DEFLECTION 5 L /180. 8. ANY ANCHOR OR MUWON CONDITION NOT SHOWN IN THESE DETAILS IS TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. CE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE��E�MR ' 19 BY ODUCTLGOIQT DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. � 16 15. 0 $ 0 tr 0 0 1 1 J Z z8 t IA C 0 H a) c 0 a U 0 0 0 ,c s 8 A • • 1 1 1 drawing no. 97 -38 (sheet 1 of 4 v 5/16' TYP. O 1 SILICONE SEAL ON OUTSIDE BEAD SILICONE SEAL ON OUTSIDE BEAD 5009 AORB GPI -5502 _ SHEAR PLATE 3' LONG AT EACH ANCHOR TYP. 1 D.L. OPENING USE AS READ. SEE CHARTS 0 UNIT VIDTH PRODUCT RENEWED ACCEPTANCE No. ©©— OQ p 0 D.L. OPENING 5/16' TYP. 0 1/4' MAX. SHIM r .CONcRETE .\ OR WWO BUCK . \ a CHORS OR B FARoOQ 4 - APPROVED AS COMPLYING WITH THE • ),' SOUTH FLORIDA BUILDING CODE te�rr// $ � . . ' DATF E('.EHRER 9Z.! .mss. • Y DUCI(.CONT DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 97-16/.5.6g 0 0 c • Ol C 0 v 0 w.. 0 C 1 1 •1 drawing no. 97 -38 sheet 2 of 4. r, In m v 2S 1 -3/4" x 4 - 1/2 - FLUSH GLAZE SYSTEM. 65 MULLION SPACING - INCHES 2S 3S 4S x 4 -1/2 SS FLUSH GLAZE 3S 4S SS 65 MULLION SPACING - INCHES SYSTEM 75 m m 1 -3/4 x 4 -1/2" FLUSH GLAZE SYSTEM ■1111111113111EIME1 1111111111111 ME 1■1111■1111111E 1111.11 MAMMON 12 q.4111 CPI -5502 4 CPI -50106 45TY egg WITH REINFORCING NO INTERMEDIATE HORIZONTALS v U? Li. a E O � -J Z 1 • 22 H U1 0 75 25 3S 4S 55 65 MULLION SPACING - INCHES m v 1 i 4 1 -3/4" x 4 -1/2 FLUSH GLAZE SYSTEM CPI - 5502 + CPI -5008 45RY WITH REINFORCING W/INTERMEOIATE HORIZONTALS m 25 ' , 35 45 55 65 MULLION SPACING- INCHES 75 75 By MULL SPAN SP PRODUCT RENEWD ACCEPTANCE Na (90-0r02-'0C. IRATION DATE ACING t MULLI ] MULLION SPA B 1 - = CODE COMPLIANCE CONTROL DIVISIO4 1yy ,. NO INTERMEDIATE HORIZONTALS WRH INTERMEDIATE HORIZONTALS al, 2 Erwin DR: AMAY0UN FAROOQ 0 CING SPPROVED JIB Comma wmt THE SOUTH FLORIDA BUILDING CODE DA ■ �• : I91! 4 11°F � ODU e'NTROL DIVISIO N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. G7 - I t I$, g c • g o O E Q o U .0 CD nM o c.5 z • a 3 t w SO c t 97 -38 drawing no. (sheet 3 of 4 GPI -55 2 + GPI -S�P15 4 "N NO REINFORGLNG „� ND INTERMEDIATE I- IORIZONTALS `a MUL S' AN MOM III „-- grig 1112111111111. la 11111111E113 INVIILI ■■■■ 01 LIIIMINIIIIII 1111,, \...111— ,,.M' illilLIELIIMMII ,,,,■,■` NI �i all illi, ■ 1111111■11311151 `IWIIM.`` NI 'i'a\„I„ r, In m v 2S 1 -3/4" x 4 - 1/2 - FLUSH GLAZE SYSTEM. 65 MULLION SPACING - INCHES 2S 3S 4S x 4 -1/2 SS FLUSH GLAZE 3S 4S SS 65 MULLION SPACING - INCHES SYSTEM 75 m m 1 -3/4 x 4 -1/2" FLUSH GLAZE SYSTEM ■1111111113111EIME1 1111111111111 ME 1■1111■1111111E 1111.11 MAMMON 12 q.4111 CPI -5502 4 CPI -50106 45TY egg WITH REINFORCING NO INTERMEDIATE HORIZONTALS v U? Li. a E O � -J Z 1 • 22 H U1 0 75 25 3S 4S 55 65 MULLION SPACING - INCHES m v 1 i 4 1 -3/4" x 4 -1/2 FLUSH GLAZE SYSTEM CPI - 5502 + CPI -5008 45RY WITH REINFORCING W/INTERMEOIATE HORIZONTALS m 25 ' , 35 45 55 65 MULLION SPACING- INCHES 75 75 By MULL SPAN SP PRODUCT RENEWD ACCEPTANCE Na (90-0r02-'0C. IRATION DATE ACING t MULLI ] MULLION SPA B 1 - = CODE COMPLIANCE CONTROL DIVISIO4 1yy ,. NO INTERMEDIATE HORIZONTALS WRH INTERMEDIATE HORIZONTALS al, 2 Erwin DR: AMAY0UN FAROOQ 0 CING SPPROVED JIB Comma wmt THE SOUTH FLORIDA BUILDING CODE DA ■ �• : I91! 4 11°F � ODU e'NTROL DIVISIO N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. G7 - I t I$, g c • g o O E Q o U .0 CD nM o c.5 z • a 3 t w SO c t 97 -38 drawing no. (sheet 3 of 4 GPI- 551i7Z + GP SlrfQ1B 45RN ND REINFORCIN UETI -I INTERMEDIATE HORIZONTALS „-- grig M PAN 11111111E113 ■■■■ LIIIMINIIIIII illilLIELIIMMII 1111111■11311151 NI LIEU NEIZIII,.` r, In m v 2S 1 -3/4" x 4 - 1/2 - FLUSH GLAZE SYSTEM. 65 MULLION SPACING - INCHES 2S 3S 4S x 4 -1/2 SS FLUSH GLAZE 3S 4S SS 65 MULLION SPACING - INCHES SYSTEM 75 m m 1 -3/4 x 4 -1/2" FLUSH GLAZE SYSTEM ■1111111113111EIME1 1111111111111 ME 1■1111■1111111E 1111.11 MAMMON 12 q.4111 CPI -5502 4 CPI -50106 45TY egg WITH REINFORCING NO INTERMEDIATE HORIZONTALS v U? Li. a E O � -J Z 1 • 22 H U1 0 75 25 3S 4S 55 65 MULLION SPACING - INCHES m v 1 i 4 1 -3/4" x 4 -1/2 FLUSH GLAZE SYSTEM CPI - 5502 + CPI -5008 45RY WITH REINFORCING W/INTERMEOIATE HORIZONTALS m 25 ' , 35 45 55 65 MULLION SPACING- INCHES 75 75 By MULL SPAN SP PRODUCT RENEWD ACCEPTANCE Na (90-0r02-'0C. IRATION DATE ACING t MULLI ] MULLION SPA B 1 - = CODE COMPLIANCE CONTROL DIVISIO4 1yy ,. NO INTERMEDIATE HORIZONTALS WRH INTERMEDIATE HORIZONTALS al, 2 Erwin DR: AMAY0UN FAROOQ 0 CING SPPROVED JIB Comma wmt THE SOUTH FLORIDA BUILDING CODE DA ■ �• : I91! 4 11°F � ODU e'NTROL DIVISIO N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. G7 - I t I$, g c • g o O E Q o U .0 CD nM o c.5 z • a 3 t w SO c t 97 -38 drawing no. (sheet 3 of 4 ' 2.- IMIERE11111111111.72 m 1111111111111111 �ELI El- ■ N - ---1 11,111111111111111111 TN 111■11•111111■1 , ",,E11■ 1.1. �. NM 111111111111111111 -9 I ",■,0_ 11 111111111111■1 IIILIMINLIII ■",,,■` 1: EMI 1111111K 'EERIER:go co _ Eh. NOM _ ,r = ': i 3 EL11■111■' JhAILI 111 ANCHORS TYPE A (2) ANCHORS AT EA. 5II3E OF MULL AN NM' BRIER mariiiimmo 0. 65 7' Ewes ANCHORS TYPE B 510E OF MULL aim ' 2.- IMIERE11111111111.72 m 1111111111111111 �ELI El- ■ N - ---1 11,111111111111111111 TN 2 _ , ",,E11■ 1.1. �. -9 I ",■,0_ ■",,,■` 1111111K MEI co _ Eh. NOM _ ,r = ': i 3 JhAILI ANCHORS TYPE A (2) ANCHORS AT EA. 5II3E OF MULL AN NM' 25 35 4S SS 65 7' ANCHORS TYPE A 8 tsi — ID 25 ANGHOR5 TYPE A ANGAl Cl) ANCHOR AT EA. 5I0E OF MULL =VW E EGIEW: MEM] IMO L■1 RES! LI MULLION SPAN 2 -1/2' MIN. -p 6• ..... 35 45 55 65 MULLION SPACING - INCHES Fr, I I HIV t I MULL 1 _� MULL SPACING SPACING 1 OR 2 ANCHORS AT EACH SIDE OF MULL (SEE CHARTS) ALL OTHER ANCHORS 2 6' MAX. FROM CORNERS $. 13' O.C. TYP. 75 a 8 WOOD BUCKS NOT BY GOPI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANCHORS TYPE A MULLION SPACING - INCHES ANCHOR TYPE 'A' • a• •:. • SHEAR PLATE 3' LONG REQUIRED AT ALL ANCHOR LOCATIONS ■= • • • i- PRODUCT RENEWED ACCEPTANCE Na 40 ro Z • o�o 4 IRATION DATE BY P'• DUCT • B L • �•DE ANCHOR TYPE '8' • _ a• NTROL DI COMPLIANCE ANCHORS TYPE B 25 4S 55 65 MULLION SPACING - INCHES ANCHORS DESCRIPTION ANCHOR AO 1/4' 0 TAPCON THRU WOOD BUCK INTO MASONRY 1 -1/4' MIN. MASONRY EMBEDMENT ANCHOR 0e 1 /4' 0 TAPCON INTO MASONRY 1 -1/2' MINIMUM EMBEDMENT TYPICAL SPACING AT 6" FROM CORNERS AND 13' O.C. MAX. Enor. D¢, . DR ; HIJIIAYOUN FAROOQ S R cTU . a o 75 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA TEC•EHI<ir=R gq7 BY z /Att _ ► C I TROL DIVISION • BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. q1- 101 g. og z c� w z O ° 1,;-3 o H O U6 �o z Or 3 CO a Q•I EeN 2 ( 6 21D8 n 1 31143' f c 0 .• t v 0 a 'c 0 Ol .0 0 0 O 1 0 O 1 k 1 ' drawing no. 97 -38 v 0 0 co N o) (sheet 4 of 4 MANUF A CTURERS OF HURRI CANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21st Century 6865 N.W. 36th Avenue • Miami, Florida 3314 Phone: (305) 635 -0900 / (800) 327 -0905 / Fax: (305) 634 -9078 www.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: September 17, 2001 Municipality: MIAMI- SHORES, FL. Building Official: Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: Product Approval: HT100 Accordion Shutter 99- 1110.01 This letter authorizes Arco Glqss & Mirror Co. to use the above mentioned product at the following job: Barry University 11300 N. E. 2 a . Avenue Miami, Shores 33138 Hurst Awning Company, Inc. Frank S. Cornelius President or Magaly Garmendia Executive Vice President 1: This form must accompany the application for building permit and shall become part of the permit documents. 2: The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Company, Inc. CONTRACTOR LICENSING SECTION 5795 N.W. 36 Avenue (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33142 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 HT100 Accordion Shutter v 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- 1110.01 Expires:01 /13/2003 0/ THIS 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. Approved: 01/13/2000 - - e PSF 6/,5 11 Internet mail address: postmaster ®buildingcodeonline.com MIAMI - DADE 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 Raul Rodriguez Chief Product Control Division rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Hurst Awning Company, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 99- 1110.01 JAN 1 3 2000 January 13, 2003 1. SCOPE This renews the Notice of Acceptance, No. 99- 0816.02, which was issued on October 1, 1999. It approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 This aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -802, titled "HT100 Accordion Shutter," prepared by Knezevich & Associates, Inc., dated July 23, 1996, revision #6 dated June 10, 1999, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval and Renewal stamps 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. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 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. Helmy A akar, P.E.- Product Control Examiner Product Control Division 2 of 3 Hurst Awning Company, Inc. ACCEPTANCE No.: 99- 1110.01 APPROVED EXPIRES : January 13, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS JAN 1 3 2000 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) Years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 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 needs 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. END OF THIS ACCEPTANCE /1//,4 Helmy A kar, P.E.- Product Control Examiner Product Control Division 3 of 3 052- 1 11 . 0551 *2 • 016 SCALE HALF SIZE J ¶J.282 TYPE 1 nn /nii /nn n.. An O 0 SCALE: HALF SIZE 01.8. 0 0 966 fi 87S 483 1 1 13 12- t2 '600 l ti `iI I I 55.2 1193 HEADER -CLG. HEADER 0 MOUNTED O WALL MOUNTED TYPE 2 2 1 .20 SCALE• HALF SIZE 1) -t 1 l t 1 • 055 1 12 • .076 33 • 097 GENERAL NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 MINIMUM DESIGN LOADS FOR BUILDINGS AT APPROPRIATE DESIGN TABLE LOADS SHALL BE REFERENCED 3. ALUMINUM EXTRUSIONS SHALL BE 6063 -16 ALUMINUM ALLOY. U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS: HURST AWNING COMPANY. INC. M MIAMI -ADE COUN CONTROL APPROVED 5. ALL BOLTS ANO WASHERS SHALL BE 2021.-TL ALUMINUM ALLOY. STAINLESS STEEL OR GALVANIZED STEEL WITH A MIN. Fy • 33 KSI. POP RIVETS SHALL BE 3/16 "0 5052 ALUM. ALLOY 6. CENTER OR SIDE CLOSURE WITHIN 18" LOCKING CMECHANISM ERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT CYCLIC ANO UNIFORM COUNT PROTOC PROTOCOLS 2011. 207. AND-20 W/ MIAMI-BADE 8. DESIGN 1S BASED ON CONSTRUCTION TESTING CORPORATION ICTC1 TEST REPORT No. 96 -021. AND 96 -037. 9. TOP DETAILS MAY ALSO BE USED AS SILLS. 10.FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCt1ORS 1 L yEq� 1. E THE S TRR UC 1 UR E TO THE SUSIAN THE LOADS AND 10 VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK 12 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS EMBEDMENT LENGTHS SHALL BE AS NOTED ANO DO NOT INCLUDE STUCCO OR OTHER FINISHES 2 11 0 11 1. 0 n 0 J Pi SCALE: HALF SIZE Isa 1' 0 at EITHER TYPE 1 OR TYPE 2 SLAT IS ACCEPTABLE THESE SLATS ARE INTERCHANGEABLE TYP. SLATS ga ADAPTER SLAT 0 N 0 ' 0.107 0 BUILD -OUT WALL HEADER .165 1.D. .248 .285 O.O. N 1 w ANGLE 048 7" MIN. � S" MAX. SCALE: HALF SIZE 0.125 11 .'.055 I t2 ■.076 13 • 125 381. 3.840 MAX. SCALE- HALF SIZE 2.775 SCALE: HALF SIZE - 2.586 1840 .39 r ---a r ---a 060 ,060 0' N 0 060 060 1}-06 08 .250 .949 1.391 1.891 O g CENTER MATE 1 1 O CENTER MATE 2 SCALE: HALF SIZE 1 160 l 251 ROLLER ASSEMBLY .0 1 STAINLESS STEEL ASSEMBLY 130 LE 0 NO • NYLON WHEEL RIVETED IN 11 PLACE 058 0 SCALE: HALF SIZE 91.S. 22 d 0.600j tt 1r1 r 0.326 0.620 1.840 -1 0 TOP 1 30 MAX 300 0.483 N -t2 0 O 11 Is4 0 P 11 O 0 4 0 0 0 ° 0 SCALE: HALF SIZE SCALE: FULL SIZE .600" .620" .50011 ctluu 11 -13 12 2 11 • .055 12 • .076 t3 • .097' SCALE- HALF SIZE 2.984 INSERT 1 LOCKING ARM SILL -WALL O MOUNTED O ADJ. SILL -TOP O ADJ. SILL -SOT. .752" 230 MAX BOTTOM CARRIER BUSHINGS SCALE: HALF SIZE 1 /8" THICK STAINLESS STEEL 12 J 0 0' N SCALE- HALF SIZE 3 21.5 3 049 151• 1.350" 1 1 1 • .0551 17 • 016 SCALE HALF SIZE 91.9 SCALE HALF SIZE 1391 15 LOCKING CLIP 1.891 2.373" .158" 440" CENTER MATE 1 0 W/ LOCKING ROD SCALE: HALF SIZE /- .472" I.D. 612" O D. �l N 1 4 00 0 J N 110 DATE 1533 055 -. ITYP.I 1 SCALE: HALF SIZE 0 J N 0 N .190 � 9 7j -060 J - �JL .095 N N J 0 0 1 PROD CONTROL DIVISION 6421- I .942 1_165 SCALE: HALF SIZE 2 110 O N '-.150 .0 INSIDE HANDLE SHIM (NYLON) SCALE: HALF SIZE EXPI WALKOVER SILL 16 FLOOR MOUNTED' BUILDING CODE COMPLIANCE OFFICE l 1 250 90° END SLAT SCALE: HALF SIZE FLAT END SLAT SCALE. HALF SIZE 3.1.65 3.267 510 1.0 630 0.0 .165 1.0. .285 0.0. .0601 1.039 03.35" R 0.13S -060 1.345 CENTER MATE 2 W/ LOCKING ROD - 0 505 - R 4 J 0.315 LOCKING ARM ALIGNMENT BUSHING (NYLON) SCALE: HALF SIZE 037S - R • I • 0.200 APPROVED AS COMPLYING WITH THE 211 SOUTH FLORIDA U BILDING CODE Mb DUCT RENEVI - �hh,z 0� s 911 ACCEPTANCE No. TROL DIVISION G CODE COMPLIANCE OFFICE PTANCE NO 91-01 • 01_ 1 O: 3 I In 0 z 0 0 0 Q 0 0 0 0 V.J. KN PROFt S. 0 0 Y. IS No 10903 2 1999 sheet 1 of 6 El 07/23/96 SC le drawn by Aj NOICO L - M C design vs. 1 rch�tMe v j dr•wlnv n0 99 -802 2 4 a nn inn Inn nn .1 BOTTOM TRACK N.T .S SINGLE ARM LOCK SINGLE ARM LOCK OPTIONAL DRILL S /8 "A HOLE FRO BOTTOM OF EXTRUSION 4 BEFORE ASSEMBLY FOR TRUSS READ BOLT ITYP.) VARIES - NO LIMIT TOP TRACK 11 III 11 ALT. LO ATION ill LOCKING MECHANISM AT SIDE SECTION TYPICAL ELEVATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE PLAN VIEW SCALE : 3 ". 1•- 0" LOCKING MECHANISM CAN BE :ur ABOVE OR BELOW CENTER ISEE NOTE 61 NYLON HANDLE (ODES NOT. REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE 3/4" MIN 1 -1/2" MAX. JOINT BETWEEN REMOVABLE AND FIXED SILL Yx Y•x t /B' ALUM. ANGLE W/ 3/16 "o POP RIVETS OD 6 "0C. PLAN VIEW L i i INSIDE CLOSURE 'i' HANDLE W/ IrddallbillarrianN NIM ,ate imm. GSr'11! Rli tin n EXISTING GLASS --_ ITYP 1 6 -1/2" a nt FASTENER "TYPE 4• SEE SECTION H ON SHEET 3 FOR COMPLETE INFORMATION SECTION REMOVABLE FLOOR TRACK DETAIL O ITYP.I F AS TENER Lai 24" 0 C ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 1TYP.I FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHORI. Q L QS ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SINGLE ARM LOCKING to MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER it O SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER PUN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET S1 DISTANCE TO BE MEASURED FROM BACK OF SHUT TER BLADE OR FROM HANDLE WIZEN MOUNTED INSIDE. TYPICAL PLAN VIEW SCALE: 3" • 1• -0" -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET SI. DISTANCE TO Be MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INSIDE CLOSURE "T" HANDLE W/ SHIM 0 17 OPTIONAL PLAN VIEW SCALE: 3- r -0" SCALE: 3" • T -O- USED WITH PIECES 8 AND LOCKING PIN FASTENER (0 24" 0 C. WE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 2 MIN _t FASTENER FASTENER CO TL" O C ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS 2 MIN. 1? ' - 7 / 16 " 0 0. x 0 6 LONG NYLON TOP BUSHING 3/8" O.O. • 0.90" LONG NYLON BOTTOM BUSHING 12 1110 x 3" SMS MANUFACTURED FROM 11410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 ". x .050" THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP L BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE PRODUCT RENEWED ACCEPTANCE No. q dida• of non DATE b /0 0 / BY CARRIER BUSHING 12 - 12 1110 x 2" SMS. MANUFACTURED FROM N410HT OR 8 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING L 460 "0 • 050' THICK 300 • SERIES STAINLESS STEEL WASHER ITYP TOP L BOTTOM) - PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FL 'RI ) A BUILDING CODE OAT ! ..: @ 1 BY aM /- PRODUCT CO 'IL OIViS.ON BUILDING CODE COMPLI NCE OFFICE ACCEPTANCE NO, -0$ l • €'L O a1 O N 0 e ! FL Li P 1- r R M r 4 v N V.J. KNE PROFEOS N t 1- 4 x a 4 8 e No. 0983 1999 2 O O 41= C7 N .IINEER dale 07/23/96j fatale 1 AS NOTED — Prow' bI r esign , � l che t6Sd l VIA dr awing no 99-802 ,'h 2 eel of 6 0 W GLASS OR 000R 1- MIN SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET SI- /' -GLASS OR DOOR OR /07 /99 OR: 42 EMBED. SCALE : 3 ". V- 0" • ()CONT. 1/2" 1 1 CONT. ROLLER ASSEMBLY 12 1 / 2 " TYP. EVERY OTHER PIN 1/2" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "MET' O WALL MOUNT SECTION A EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPES' BUT 00 NOT EXCEED 6" SPACING MIN. SHUTTER SEPARATION FROM GLASS W/ NUT OR 1111. TEK MACHINE SCREW p 12 - 0.C.ITYP_ TOP 1. BOTTOM! ISEE SCHEDULE SHEET SI 9 -3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES ITYP.I. N. FASTENER. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE �� C UTDON OT E XC E D B DO NOT EXCEED 6" SPACING 1/2 - lIL 4 0 CONT. EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE r I/2" 0 CONT. U2' 1/4' MAX. O 1/4" MAX 11 CONT. C I CONT. AQ T E: bTTOM MOUNT DE TAIL MAY BE USED AT TOP. O BUILD -OUT MOUNT SECTION E SCALE'. 3 "• 1.- 0" 1/2 1/2" z 4 N I I ., N W 3i owl J J If W a = I �a@ m ASSEMBLY N MIN SHUTTER SEPARATION FROM GLASS 15EE SCHEDULE SHEET SI GLASS OR DOOR 7/16". POP RIVET OR 412 TEK SCREW (11 6" 0 C ITYP.I 1" • r • 1/1" ALUM. ANGLE W/ 3/16 POP RIVETS (a 6" 0.0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' I/4 - 20 MACHINE BOLT W/ NUT 12' 0.C. ITYP.. TOP & BOTTOM) S /8" ROLLER ASSEMBLY 0 TYP. EVERY OTHER PIN O 1/4" MAX. J, 0 1/4" MAX. EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. TYP EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. Ea Ea SCALE : 3 "= 1 0" EDGE 0IST. EDGE GIST. © CEILING/INSIDE MOUNT SECTION W O W GLASS OR DQOR I1 0 W FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' 3/16'• POP RIVET p 6" O.C. ITYP.I OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER REFERENCE CONNECTION 'TYPE 4 MIN SHUTTER SEPARATION FROM GLASS SEE SCHEDULE SHEET SI U_2 1/4" MAX. 4 N d • N0, = p N 4J k0 GLASS 4W 14 W N W N 1/4 MAX W • W OR DOOR -- 13 W • • EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 2" ® TYP. TOP 1. BOTTOM FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE r 1/4" MAX. 1/4' MAX. MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51 3.31 MAX BUILD -OUT MOUNT SECTION SCALE : 3 "s 1'- 0" 1/2" ALT. ANGLE LEG DIRECTION ITYP --- FASTENER. SEE ANCHOR • SCHEDULE. REFERENCE CONNECTION "TYPE 2 0 CONT. - FOR LARGER SPANS USE TWO 2" • S AL. ANGLES (SEE SCHEDULE 1 TYPE CI O BUILD -OUT MOUNT SECTION C SCALE : 3 "■ 1'- 0" USE TWO 2" • S AL. ANGLES ISEE SCHEDULE 1 TYPE C1 FASTENER. SEE ANCHOR CONNECTION 'TYPE SCHEDULE. REFERENCE 'TYPE 1' CONNECTI FASTENER. SEE ANCHOR BUT 00 NOT O EXCEED N SCHEDULE. REFERENCE 1 -1/2' SPACING 2' MACHINE BOLT W/ NUT 12" O.C. (TYP., TOP & 80 TOMI 1/4" MAX. z 460 Q }. N Id W 0 J W X 4 W W N a IL" MAX OI TOP L BOTTOM GLASS OR 0000 --•- W u 0 W ED. 'EO. MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 1 EMBED. ® FLOOR MOUNT SECTION HIT SHUTTER SIPARATION FROM GLASS 15E1 SCHEDULE SHEET SI OR W000 S TRUCTUHL RL1 ANCHOR SCHEDULE. TYP 2" r 2 • 050 ALUM TUBE TYP TOP 1 BOTTOM SCALE : 3" = 16 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3• 1/2 EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE, TYP. 1/4" MAX 1/4 MAX FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• BUT 00 NOT EXCEED 8 -1/2" SPACING D BUILD -OUT MOUNT SECTION D PRODUCT //} RENE ACCEPTANCE ..em- di is IV EXP 110 DATE Janie Ira j z < N n la IA Z IS 3 a PRO 1 OL DIVISION BUILDING CODE 5 i W COMPLIANCE OFFICE r • X0 N = _ L III a 1/4" MAX. APPROVED AS COMPLYING WITH THE SOUTH,JL RI A BUILDING CODE SCALE : 3 "■ 1"- 0" 1�� DATE_ _ �� A 19 BY PRODUCT COkfROL DIV!S:ON BUILDING CODE COMPLIAN E OFFICE ACCEPTANCE NO.11 I • OZ • 0 99-802 sneer 3 of 6 8 P Op- p fie 0 U 1999_ 07/23/96, r•[•I• 'C0J1 -- awe - Tr - 1y 11 AS NOTED tt MC d••Ipn bT [1.•b y0{ ( h•[ Vl _X f dr•wln0 no ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN Z' it S- S• -0 9' -S Tw • .12S- r -o- r -r Tr •.12S 10•-0- r -6" 2 x 6- S• -o 14 -o Ti • .072 r -o- 12•_0" TV ..224 10• -0 11• -r 2' • 9' S. -0- 15' -S" Tw =.072 r -o- 13' -2' Tt •.224 10• -0 1Z' -3- 1999 ( ale 07/23/ , AS NO f " bNcJ Ia10nv IT1rcAackod 6 CC a ,, dra.Ina no J 19 -802 nn i.. .■ I.... nn • • EXISTING STRUCTURE THREE S /16 CALK -IN El ' 1 -1/r O C. W/ SHIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3-3/4 - MIN. EDGE 0IST. GLASS OR DOOR GLASS OR DOOR THREE 5 /16'0 CALK -IN p 3 -U6 0 C W/ 1 MIN EMBED IN CONC OR HOLLOW BLOCK W/ 3 -3/4^ MIN EDGE GIST. 4 rn P4 IV 1 EMB • C a n e4 . d° E XIS TING STRUCTURE Ir — 4 ALT. LEG DIREC 1 ION MIN. SHUT TER SEPARATION FROM GLASS ISEE SCHEDULE SHEET SI (MAX. DESIGN LOAD ± 72 PSF) TOP SUPPORT BEAM DETAIL SCALE : 3". V- 0" MIN. SHUTTER SEPARATION FROM GLASS EMB 4 ISEE SCHEDULE SHEET SI 0 4 A K - 7� i i 3/16 - 0 POP RIVET OR 012 TEN SCREW Col 6" 0 C. SCALE 3". ASSEMBLY 6063 -T6 ALUM. ANGLE THREE -1 /5 "0 THRU BOLTS I MIN. ACCESS HOLE ` Tw } r nut 1 2" a 3' a 1 /4 a 0• -6" 6063 -T6 ALUM. ANGLE THREE -U4 - M THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD ± 72 PSF) O BOTTOM SUPPORT BEAM DETAIL 1 ALUM. BEAM ISEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & HAX. HORIZONTAL SPANSI 1/5 -20 S.S. MACHINE SCREW L NUT 0 12' 0.C. USE THRU BOLT OR ACCESS LE AS SHOWN IN DETAIL l) MAX. 3/16'0 POP RIVET OITM12 TEK SCREW OD 6" O.C. AL. BEAN ISEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. NORIZONTAL SPANSI 1/5 -20 S S. MACHINE SCREW IL NUT IP 12 0 C. PROVIDE r• ACCESS HOLE IN BOTTOM OF BEAM OR USE THRx0OLT AS SHOWN IN DETAIL H NOTE: 1. USE BEAU_SEHEAULE FOR DET AIL 5 AND l 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET S. BE CCINSIDERED 3. BEAM SPAN AS THE DISTANCE FROM (OF SUPPORT TO (OF SUPPORT. • r GLASS OR 0000 GLASS OR DOOR PLYWOOD AND STUCCO FINISH 1 a 3 • I/O" OR 1` ■ 4' a I/O" 6063 -16 ALUM. TUBE (MAX. DESIGN LOAD = ± 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE i 3 "= V- 0" EMBED. PLYWOOD AND STUCCO FINISH SCALE 3". I•- 0" 2 "a6 - PT W000 PLATE MIN SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET SI Q -- MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51 1/2" 1/2" a is • 2 4 & N 2- Z N K 4 BY 1/4 MAX. 1/4 -20 S S MACHINE SCREW & NUT I2` 0.C. PROVIDE 1 ACCESS HOLE p BACK SIOE FOR FASTENING TWO 1/4 S.S. LAG SCREW @ IL" O.C. MAX. W/ 1- 3 /4 IN CENTER OF STUDS 1/4 MAX. FOR W000 PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO W000 PLATE (D 12" 0.C. TWO 1/4 S S LAG SCREW QI 24 O.C. MAX. W/ I -3/5" PENETRATION IN CENTER OF STUDS (MAX. DESIGN LOAD = 72 P.S.F.) WALL MOUNT SECTION - USING 2" x 6" WOOD PLATE PRODUCT RE / NEWE ACCEPTANCE NI /y% �j + 7 d l a • O� EXPIRATION DATE PRO 1 CONTROL DIVISION BUILDING CODE.COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLIRUM BUILDING CODE DATE r b • 19 BY PRODUCT CO rr Ol DIVISION • BUILDING CODE COMPLIANCE OFFICE is 2 a ACCEPTANCE NO. 1 c - 081 i -n i YI cc H a MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD 1W1 IPSFI ACTUAL SPAN *FT - 041 MW SEPARATION FROM GLASS FOR INSTALLATIONS L035 THAN 30' ABOVE GRADE ONCHESI MIN SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRAIX IINCHESI 30 0 S - 0 7 -7/0 1 -1 /2 1 - 0 7 -7/8 1 - 5/8 8- 0 2 -7/0 1 -3 /8 11 - 0 3 2 -1/8 13 - 1 3 -3/1 2 - 3/4 40 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/0 1 -5 /e 8- 0 2 -7/5 1 -3/6 11 - 0 3 2 - 1/1 12 - 11 3 -314 3 S0.0 '''--------'-''' 5 - 0 7 -7/0 1 -1/2 1 - 0 7 -7/8 1 -5 /0 e - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 -2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/7 7 - 0 7 - 7/8 1 -5/8 e - 0 7 -7/8 1 -3/4 1T- 0 3 1 -3/4 11 - 8 3 - 3/4 3 70.0 3 - 0 7 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5 /8 e - 0 2 -7/8 1 -7/8 9 - 6 3 2 - 1/4 t0 - 4 3 2 -5/9 80.0 5 - 0 2 -7/6 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7 /8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 90.0 3 - 0 7 -7/8 1 -1/2 7 - 0 2 -7/e 1 -3/4 e - 8 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/e 4 100.0 S - 0 2 -7/0 1 -1/2 7 - 0 2 -7/8 1 -3/4 5 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 T MAXIMUM ALLOWABLE SPAN SCHEDULE A 8 L 0 I 000 — LOAD IPSFI TYPE A ALL MOUNTING 71040IIION EXCEPT ©E F H T - WI 1V1.4 11 OCTAL Q OR 07 TAIL © W/ SIN44.0 ANGLE REQUIRED 3 -3/4 MAX 0 0 IF T - WI TYPE C OETAO. QC 0000LE ANGL0 REQUIRED 3 -3/4 MAX. 5 0. *FT - 041 TYPE O OE TAIL 9 -3/I6 MAX. B 0 VT - 811 300 13 - 1 13 - 6 13 - I 12 - 1 760 17-1 11 -0 13- 1 11 - 400 It - 11 10 - 8 12 - 3 10 - II 400 It - 4 1 - 9 10 - 1 10 - 0 320 It - 1 1- 4 9 - 7 1 2 360 11 - 11 1- 0 9- 0 9- 3 675) 11 - 7 8 - 7 1 7 0 10 633 11 -6 0-1 8 -6 6 -6 • 634 10- 11 • -3 0-3 0 -3 679 10-1 8 -3 1 -3 6 -3 71.3 10 -3 0 -0 8 -0 0 -2 150 9-8 7 -8 7 -8 8 -0 61. 0- 11 7- 0 7- 0 7- 4 868 • - S 6 - 7 6 -7 6 -10 914 6- 0 6- 3 6- 3 6- 6 100.0 7. 3 S-9 3 -9 6 -0 1100 6 -7 S -2 5 -2 S - S 1300 6- 1 6 -1 / -9 3 -0 1300 5 -7 4 -5 4.3 / -3 . 1400 3 -2 6 -1 • -1 6 -3 1300 6 - 10 3- 10 3 - 10 4 -0 Ho .0 4 -6 3 -7 3 -7 3 -9 1100 4- 3 3- 4 3- 6 3- 6 1300 t -0 3 -2 3 -2 3 -6 190 0 3- 10 3- 0 3- 0 3- 1 200 0 3- 7 3 - 10 2- 10 3- 0 3100 _ 3 -3 2 -8 2 - 8 2 - 10 no /n /oil no. A A 2 MIN. FASTENER p 24 O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULEI OL ALT. CLOSURE DETAIL SCALE: 3 • 1' -0 1" r 2 • I/5 ALUM ANGLE 3 010 TEK SCREWS OR 3- 3/16 - 0 ALUM POP RIVETS ITYP.) 2 .1/8" ALUM. TUBE 6063 -16 ALLOY NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE CORNER CLOSURE DETAIL SCALE 3 • 010 a 1/2" GALVANIZED SMS OR 3/16 - 0 ALUM POP RIVET p 18" D.C. 1"[ Y •.055 - .1 - a 2 •.053": 2 "•3"•.055": 8 .055 - OR 2 • 5" • .12S AL. ANGLE 510 TEK SCREW OR )/16•0 ALUM. POP RIVET Lae 74 O.C. (TYP 1 TWO 1/4 FASTENERS EACH ANGLE ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTES: 1. REFERENCE APPROPRIATE COLUMN W TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. A. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS • 2 MIN. FASTENER p 2L- O.C. IUSE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE. 3" • 1' -0" 7"•2 - ALUM. ANGLE CONT. tst 1/4 -70 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS 511 74" O.C. EXISTING STRUCTURE HALF DF O USE MALE OR FEMALE AS REQUIRED OP ALT. CORNER CLOSURE DETAIL SCALE: r • P -0" A e L E t 010 a 1/2" GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET Lm 10 o. C. Y[ r • .1355": r t 2 • .0S5 - : 2 [3 - [.OSS ;2 a4 •.055 _ OR 2" [ 5" a .125 AL. ANGLE MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 - T6 ALUM. ALLOY (1/8" BELOW CONCRETE) J • • • SCALE : 3 "• 1'- 0" 4 • • 0.60" 4 ALTERNATE O FLOOR MOUNT DETAIL — k — 1/4 MAX EXISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER @ 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT ACCEPTANCE No. 2-1 J 1O/ N EXPIRATION �DATE By 1 �Am / I • id .4 PRO 3 . CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FL RIIA BUILDING CODE DATE •� • • 14 UY Air PRODUCT C01 # 01. DIVISION BUILDING CODE COMPLIAKCE OFFICE ACCEPTANCE NO 11 05116 -O"L N 0 10 0 4. • Z 0 0 0 Q O 0 1— T O n O a 0 6 O 0 • 0 1- W ) V 0 0 te V 3 11 A V.J. KNEZ PROFESSION FL Lic P V 1 0 O 4 4. N 3 0 e v e No: 0903 19'99 0 a► 0 b 8 ER d616 07/23/96) AS NO140 366 f d f6wn 117 MC, LnOttiad 0 V1H (design 07 t VA( drawing no 99-802 shee S of 6 i FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) MIN. 2" EDGE DISTANCE MIN. WEDGE DISTANCE SPANS UP TO 5. -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9. -0•, (SEE NOTE 1) SPANS UP TO 13' -1,. (SEE NOTE 1) SPANS UP TO 5, -8" (SEE NOTE 1) SPANS UP TO 8' -0•' (SEE NOTE 1) SPANS UP TO 9• -0" (SEE NOTE 1) SPANS UP TO 13. -1., (SEE NOTE 1) MAX. (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE [+.31uuuNEMWO. 1/4 - 0 ITW TAPCON 1 -1/4 MIN. EMBEDMENT (MIN. 3,100 P.S.1. CONCRETE) 2 48.0 12 12 12 12 12 11 7 5 9 7 12 12 12 12 10 8 5 3 7 5 12 9 12 12 9 7 4 6 4 6 4 12 11 6 5 3 p 4 3 12 12 12 12 12 8 11 12 12 12 5 7 12 12 11 5 7 7 12 8 3 4 62.0 72.0 12 6 8 12 12 10 4 6 10 12 9 5 4 12 7 3 4 12 12 10 4 6 8 12 7 3 4 5 12 6 1. 4 11 5 3 12 12 12 5 7 9 12 8 3 5 6 12 7 4 4 12 7 3 4 W/ 92.0 11 4 12 11 7 5 3 5 3 4 4 11 11 5 5 / 4 3 3 4 I. 11 11 5 5 3 3 4 4 11 11 5 5 12 3 3 12 4 12 12 9 7 4 3 5 4 4 4 12 12 7 7 3 3 4 4 4 4 12 12 7 7 4 4 1. 4 1. 12 12 7 7 3 3 4 4 210.0 * ' 1/4 - m ELCO MALE/ FEMALE - PANELMATE" W/ t -1-1/4 MIN. EMBEDMENT t 1/4 -2o MACHINE (MIN. 3.000 P S L CONCRETE) 48.0 12 12 12 12 11 8 7 6 12 11 12 12 8 6 5 4 12 7 12 11 7 5 A / x 5 3 3 5 3 10 8 8 8 4 4 4 4 � 4 4 r % e 0i 3 / 12 12 12 9 12 12 12 10 6 4 8 6 12 12 6 3 12 12 9 7 4 3 5 4 12 7 12 11 8 6 5 4 5 3 10 9 5/ 4 0 3 3 72.0 12 9 12 12 7 5 9 5 4 6 3 11 8 5 4 v 3 4 3 9 8 4 4 12 12 8 6 4 3 5 4 11 9 6 3 3 4 3 10 9 5 0 3 3 3 3 9 9 4/ 4 0 3 3 92.0 210.0 3 B 4 , / , 3 8 4 l/ 3 8 4 / 4 8 4 / 3 9 4 3 3 9 4 3 3 9 4/ 3 3 9 4/ 3 1 /4 "0 POWERS W/ 7/8" L 1/4 -20 STEEL MACHINE (MIN. 3,000 CALK EMBEDMENT STAINLESS P.S.L CONCRETE) -IN SCREW 48.0 12 12 12 • 12 12 12 11 • 12 12 10 1 / 12 7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 8 62.0 12 12 12 12 12 12 9 5 12 12 8 12 6 • 12 12 12 10 12 12 12 12 11 12 12 12 10 9 12 10 7 72.0 12 12 11 • 11 12 12 7 4 9 12 7 12 6 • 12 12 12 9 12 12 12 12 9 12 12 11 8 9 12 10 7 92.0 12 12 8 8 7 12 6 3 • 7 12 6 12 6 • 12 12 12 7 10 9 12 10 7 9 12 10 7 9 12 10 7 210.0 7 12 6 6 7 12 6 3. 7 12 6 12 6 9 12 10 5 7 9 12 10 7 9 12 10 7 9 12 10 7 48.0 12 12 12 8 12 12 9 4 12 12 8 10 5 / 12 12 12 7 9 -12 12 11 6 12 12 10 5 5 11 6 3 1 0 ' ) 62.0 12 12 10 6 12 12 7 3 7 11 6 9 4 12 12 12 5 7 12 12 B 5 8 12 7 4 3 10 5 5. A r %_ 3 3 3 3 1/4 POWERS ZAMAC NAIL-IN 1 -1/8" (MIN 3 P S.I. CONCRETE) 72.0 92.0 210.0 12 9 3 12 12 9 8 6 3 1. 5 4 3 6 3 11 9 6 F a 6 4 3 10 9 5 4% r 12 10 12 12 10 4 6 7 12 7 4 5 11 6 / 3 3 10 8 3 4 3 10 5 x 3 3 10 5 `` /� 3 3 10 5 5 / 3 9 4 3 9 4 / 3 10 5 3 3 10 5 3 3 10 5 I% 3 3 10 . HOLLOW CONCRETE BLOCK H �uuuuuu`u�u�u�uuuuu . 1/1."0 ITW TAPCON W/ t -1/4 MIN. EMBEOMENT 48.0 1212 9 5 1111 6, 1010 5 � /121211 4 6 1212 7 4 11116 3 7 4/ 4 i0 /y , n4 0 62.0 12 12 6 4 8 8 4 7 4 / 12 12 8 3 4 9 9 6 A . 3 5 8 / 6 72.0 10 10 6 3 4 7 4 � 3 6 3 � �� 4� 1212 7 3 4; 8 5 3 7 4 � 0 � 6 4 g2.0 rr 6 �� / 8 5 4 3 �� 5 3 ��/ / �4 /. ". 5 5 3 3 / / / ;nerd nerd / 5 3 02A /Arc 9 mmr 5 / V 3 7 6 �� 4 � r . 6 4 4 / /� r� 6 6 4 4 210.0 SIC FEMALE�PANELMATE 1 -1/4 MIN. L 1/-20 SCREW W/ EMBEDMENT MACHINE WITH NUT 48.0 12 12 11 7 12 12 8 3 12 12 7 3 10 4 % 12 12 12 6 8 12 12 9 4 5 12 12 8 3 10 5 62.0 1212 12 12 8 7 6 5 1112 6 11 6 5 7 4 11 9 5 % 4 8 8 4 4 0012 9121210 12 8 4 4 6 5 1212 6 11 7 6 / 4 3 7 4 11 10 6 5 9 9 4 72.0 92.0 9 12 5 4 4 3 8 4 4 3 8 4 A 4 6 4 9 12 6 3 4 3 9 4 A 3 3 9 4 9 4 X 210.0 3 8 r 8 43 8 4 r 8 4 j 9 4 3 3 9 4 3 3 9 4 9 * 1/4 "m POWERS 7/8" L 1/4 -20 STEEL MACHINE 0 111 11 CALK EMBEDMENT STAINLESS -IN SCREW 4 8.0 12 12 6 12 12 6 12 12 6 8 4 12 12 12 6 8 12 12 10 6 12 12 9 11 6 62.0 1Z 12 J ,3 5 10 11 5 / 6 10 4 7 3 �/ 12 12 11 5 b 12 12 8 4 7 12 7 9 5 72.0 92.0 12 8 12 10 4 3 5 3 9 7 4/ 3 %/ 4 3 8 7 4 3 r ' % � / ` 7 7 3 3 Al2 �% 12 10 4 5 7 12 7 4 5 10 6 9 5 W/ 12 7 3 4 3 9 5 3 3 9 5 210.0 3 7 3/ , 3 7 3 3 7 3 7 3 / 9 5� 3 3 9 5 3 3 9 5 nn d� 1/4 NAIL -IN MIN. 48.0 62.0.11 12 12 9 5 10 10 6 9 9 6 6 4 � 12114 5.1212 8 4 10 10 7 M .4 02 pat 11 7 4 7 8 5 4 7 4 � � / / / 5 3 /r 12 8 3 4 8 9 6 3 5 6 5/ /� `� "0 POWERS W/ 1 -1/6" EMBEDMENT 72.0 10 10 6 r 3 4 7 4 , n �� S 3 %� 11 7 _ 3 3 4 8 5 %r 3 7 4 ��/ 92.0 6 8 4 5 3 � �� /�� 5 3 �� 9 6 3 6 1. 6 4 �� 210.0 /5 3 o " /5 3/ / l5 3 rev 5 3rri6 4 e , 6 4 ' f 6 4Vf/l 6 4 V/ FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS MIN. 3/4• EDGE DISTANCE LOAD SPANS UP TO - SPANS UP TO SPANS UP TO SPANS UP TO (W) 5' -8" 8' -0" 9' -0" 13' -1" !ST JC ANCHOR TYPE MAX (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION CONNECTION CONNECTION CONNECTION NOTE TYPE TYPE • TYPE TYPE 1) 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 OOOM 48.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 =MS1111111111111111 1111111v 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 6 1 - WOOD LAG 1 -3/43/4 - MIN. THREAD 72 0 12 12 7 5 10 12 12 5 3 7 9 12 4 3 6 7 12 4 PENETRATION SHEAR PARALLEL OR PERP. 92.0 12 12 5 3 8 7 12 46 7 12 4 7 6 7 12 4 6 TO WOOD GRAIN 210.0 7 12 4 2 6 7 12 4 6 7 12 4 l 6 7 12 4 (•ft n1 1t• ACV. AC ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDA TIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. , DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. A 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6 O.C. PRODUCT RENEWED ACCEPTANCE No. - I I I o o f EXPIllitTIO DATE 4 ' o A i e PRO DU CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH fL RIGA BUILDING CODE )9 . DAT of BY PRODUCT OOk'(ROL OIVISiOI'I BUILDING CODE COMPLIANC OFFICE ACCEPTANCE N0. -6 . 02 U 0 Z z •t 0) W t. u a -0 Us 0); cos a: z ad o W 0 e - > W-+ N Wz Z O 0 8 51 N c O w O 1.. V.J. KNE PIlOFESSIO FL LIc 1 0 0 fl 9 • EE e No: 09113 2.199 0 07/23/961 1 A% NOtt awn p M t (dff10 v ro vh l &swing) 00 99 -802 sheet 6 of 6 J PRODUCT SPECIFICATIONS: 1. SERIES 4500 ALUMINUM FLUSH GLAZED STORE FRONT SYSTEM AS DESIGNED AND MANUFACTURED BY GOPI GLASS SALES & SERVICE CORPORATION FINISH: CLEAR GLAZING: _ 1/4" TEMPERED GLASS NON — IMPACT 2. SERIES NARROW STILE OUTSWING ALUMINUM STORE FRONT DOOR (NON— IMPACT) AS DESIGNED AND MANUFACTURED BY GOPI GLASS SALES & SERVICE CORPORATION FINISH:CLEAR GLAZING: _ 3/16" TEMPERED GLASS NON — IMPACT 3. SLIDING GLASS DOOR: PGT INDUSTRIES SERIES HS710 SLIDING GLASS DOOR — IMPACT DADE COUNTY ACCEPTANCE No: 00- 0301.03 EXPIRES: 05/22/2003 FINISH: CLEAR GLAZING: 3/16" CLEAR TEMPERED GLASS NON— IMPACT ITEMS NOT INCLUDED: — ALL WOOD BLOCKING (SUPPLIED IN PLACE BY GENERAL CONTRACTOR) — INTERIOR CAULKING OF ANY KIND — MOCK —UPS — MIRRORS, ANSI Z -97.1 — SPECIAL HARDWARE, CUSTOM HANDLES, STRUCTURAL FRAMING (IF REQUIRED) — FIRESAFING, MATERIAL PRODUCT TESTING (UNLESS SPECIFIED ABOVE) — ALL GUARDS AND HANDRAILS — METAL DOORS AND HOLLOW METAL FRAMES — FINAL GLASS CLEANING ABBREVIATIONS: F.W.: FRAME WIDTH F.H.: FRAME HEIGHT M.O.: MASONRY OPENING OPP.: OPPOSITE SIM.: SIMILAR D.L.O.: DAYLIGHT OPENING TYP.: TYPICAL O.C.: OF CENTER QTY.: STD.: TEMP. OPF: OPFT: MPF: MPFT: MBF: MBFT: QUANTITY STANDARD : TEMPERED NARROW PIVOT FRAME NARROW PIVOT FRAME MEDIUM PIVOT FRAME MEDIUM PIVOT FRAME MEDIUM BUTT FRAME MEDIUM BUTT FRAME SPECIFICATIONS AND GENERAL NOTES: WITH TRANSOM WITH TRANSOM WITH TRANSOM CLEANING: — FINAL GLASS CLEANING, BY OTHERS • • •• • •••' • • • • .•. '• • • • ••• • • • • • • • • • • : • • •• • • •• •• • • • • • • ••• ••• • •• • • • • : • • ••• • • • • • • '• • • • • • • • ••• '•• : o ••• :'. ••• •• . • • • • • • • • • • • •• • •• GENERAL: — ALL MEASUREMENTS TO BE FIELD VERIFIED PRIOR FABRICATION — EXISTING STRUCTURE MUST SUSTAIN ALL LOADS IMPOSED BY GLAZING SYSTEM AS PER LOCAL CODE REQUIREMENTS EXECUTION; — COMPLIANCE WITH MANUFACTURES PRODUCT DATA AS PER TESTING CRITERIA FOR DADE — COUNTY PRODUCT APPROVAL INSTALLATION; — INSTALL MANUFACTURERS SYSTEM IN ACCORDANCE WITH SHOP DRAWINGS AND WITHIN SPECIFICATION TOLERANCES. — SHIM ALUMINUM SYSTEM BEFORE ANCHORING TO STRUCTURE — VERIFY STORE FRONT SYSTEM ALLOWS WATER ENTERING TO BE COLLECTED AND WEEPED TO EXTERIOR — SEAL METAL TO METAL JOINTS USING SEALANT RECOMMENDED BY MANUFACTURERS INSTRUCTIONS — EXTERIOR PERIMETER CAULKING: CHEMCAULK 915 GRAY TESTING: . — ANY ONE —TIME TESTING PRODUCT APPROVAL IS NOT INCLUDED. PROTECTION; — PROTECTION OF OPENINGS WITH WATER TIGHT TEMPORARY CONSTRUCTION DURING REMOVAL OR REPLACEMENT OF STORE FRONT SYSTEM, WILL BE BY OTHERS — BARRICADES BY OTHERS CHANGE ORDER; — ANY ALTERATION OR DEVIATION FROM PREVIUS SPECIFICATIONS INVOLVING EXTRA COST, WILL BE BILLED AS AN EXTRA OVER AND BEYOND ESTIMATE. WARRANTY: — STANDARD ONE YEAR WARRANTY IS INCLUDED SHOP DRAWINGS REVIEWED FOR STRUCTURE ONLY. REFER TO EXCEPTIONS ON REFERENCE SHEET OF STRUCTURAL CALCULATIONS. STRUCTURAL ENGINEERING CONSULTANTS, IN cC'APios MANUEL PEREZ, P.E. STRUCTURAL ENG `;. EER FLORIDA P.E. N 4844 SEP 2 8 2001 w W 0 z 1 U JOB NO.: DWG. BY: V.C. CHK. BY: C.P. r1 NN to) NN w NN VI I I I , 0 j co co N Yw� Go Z�w Nw � o 0 z z O LL_ DATE: 09/22/01 SCALE: 1/2 " =1 SHEET 1 OF 10 c U a C 0 GLASS SCHEDULE TYPE A DESCRIPTION 1/4" CLEAR TEMPERED GLASS NON — IMPACT. QB 3/16" CLEAR TEMPERED GLASS NON — IMPACT DOOR SCHEDULE DOOR NUMBER 0 QTY. 1 1 DOOR SIZE (WIDTH X HEIGHT) 36" X 84" 36" X 84" MODEL n row sie stiileow FRAME TYPE OPFT OPFT SWING (H.R.S.O.) (H.L.S.O.) GLASS TYP E A A HARDWARE 1 1 • •• • • ••• • • • • • • •• • • • • . •• •• ••. • • • • • • • • • • ••• • ' • • • • • • ••• • • • • • • • • ••• • •• • • • • • •• DOOR TYPE 1 DOOR HARDWARE DESCRIPTION — MANUFACTURERS STANDARD HARDWARE — STANDARD PUSH BAR /PULL HANDLE, — OFFSET PIVOT HINGES — STANDARD OVERHEAD EXPOSED CLOSER WITH BACK CHECK NON —HOLD OPEN PRESET SHOP DRAWINGS REVIEWED SE' 2 8 2001 FOR STRUCTURE ONLY. REFER TO EXCEPTIONS ON FrEFERENCE SHEET OF STRUCTURAL CALCULATIONS. • • • • • •• • • • • i ••• • • • • • • • • ••• •• • • • • • • • •• • •• • • ••' • • •• •• STRUCTURAL ENGINEERING CONSULTANTS, INC. CARLOS MANUEL PEREZ, P.E. STRUCTURAL ENGINEER FLORIDA P.E. NO, ;844 JI V W 2 U DATE: 09/22/01 SCALE: 1/2 DWG. BY: V.C. CHK. BY: C.P. JOB NO.: z 0 Ld W 0 rz � O(!) ~ 07 - z LiI w U LLB W L . o .0 0 U SHEET 2 OF 10 l l� r, / / / / / / ED 0 9 1/4 3' 0' ---- L 36" (DOOR WIDTH)-J 3' 9 9/16' --1 MARK 0' 4 1 /2 ° (M.0.) 20' 4 1 /4'(F.H.) 3' 9 9/15 (1 REQ'D) SERIES 4500 ALUMINUM FLUSH GLAZED STORE FRONT SYSTEM BY GOPI GLASS SERIES 5000 NARROW STILE OUTSWING ALUM STORE FRONT DOOR BY GOPI GLASS FINISH: (CLEAR) (SHUTTER REM) BY OTHERS) 3' 9 9/16 ° ---1 3' 9 9/16" --c • •. •• •• • • • • • • • •• • •• TYP. TYP. 1 / A TYP.' A r1 OPP. SHOP DRAWINGS REVIEWED FOR STRUCTURE ONLY. REFER TO EXCEPTIONS ON RCFERENCE SHEET OF STRUCTURAL CALCULATIONS • • ••. • •• • • . • ••. • • • • • • • • • • • • ••• • • • • • • • • ••• • • • • • •• . • • • • • . • • • ••• • • • • • ••• • • • • •• • • • • . ••. • • • . . •• . • • • • - • - • • • •• • • • • • • • •• •• B 1/4" CLEAR TEMPERED GLASS 3/16" CLEAR TEMPERED GLASS SEP 2 8 2001 • •• • • • •• w U 0 0 STRUCTURAL ENGINEERING CONSUL ;III CARLOS MANUEL PERE61 I STRUCTURAL ENGIN'. FLORIDA P.E. NO. 543, 1 IN DATE: 09/22/0 ISCALE: 1/2 ° =1' DWG. BY: V.C. z 0 LL_ W W CC o� Q Q - z E w H LLJ 3< U ICHK. BY: C.P. IJOB NO.: SHEET 3 OF 13 L_ .1 0 r 4' 5 1/4" TYP. 0 TYP. • • • B • • • \ • I ♦ (1 REQ' D) SERIES 4500 ALUMINUM FLUSH GLAZED STORE FRONT SYSTEM BY GOPI GLASS SERIES 5000 NARROW STILE OUTSWING ALUM STORE FRONT DOOR BY GOPI GLASS FINISH: (CLEAR) (SHUTTER REQ'D BY OTHERS) MARK 12' 5 1 /2 "(F.H.) 12' 6 "(M.O. 4' 5 1/4" 3' 0 L _36 " (DOOR WIDTH)- OPP. 0 B 1/4" CLEAR TEMPERED GLASS 3/16" CLEAR TEMPERED GLASS 0'(M.O. F ' 11 3 /4 "(F.H. 1 — '' -7 " - (i)E TYP. TY SHOP DRAWINGS REVIEWED FOR STRUCTURE ONLY. REFER TO EXCEPTIONS ON r �FEPENCE SHEET OF S T °U CTURAL CALLULA,: IONS. •• • • •• •• • • • • • • • • •• OPP • • •• • • : • • • • : • • • • :• • : ••. • • • • •• • • • • • • • • •• • • • • • • • • •• SE • N • • • • • • • • • • ••• • • • • • • • • •• i • i • •• • •• ••• • • • • • •i • , • • , •• • • • , •• • • ••• • • •S• •,• • (1 REQ'D) a 1 0 • • • • • • •• MARK SERIES 4500 ALUMINUM FL GLAZED STORE FRONT SYSTEM BY GOPI GLASS FINISH: (CLEAR) (SHUTTER STRUCTURAL ENGINEERING CONSULTANTS. INC. CARLOS MANUEL PEREZ, P.L. STRUCTURAL ENGINEER FLORIDA P.E. NO. 5 P 2 8 2001 1 (Olt 1 CNN L i NN F < II (n E1 coo '0 CO •vw NI I li 1u- 0' I 0a z w 0 z 2 0 0 z 0 LLJ LLJ 0 (/1 O Q z LLJ U LiJ LL O < a U SHEET 4 OF 10 z 0 0 z DATE: 09/22/01 SCALE: 1/2 DWG. BY: V.C. CHK. BY: C.P. .10B NO.: IT' 1/4" CLEAR TEMPERED GLASS I ° I 3/16" CLEAR TEMPERED GLASS 7' 10 ° (M.O. ) 7' 9 1 /2 ° (F.H. MARK PGT SERIES 2500 SLIDING GLASS DOOR FINISH: CLEAR SHUTTERS REQUIRED (BY OTHERS) (I REQ'D) SHOP DRAWINGS REVIEWED FOR STRUCTURE ONLY. REFER TO EXCEPTIONS ON FLTERENCE SHEET OF STRUCTURAL CALCULATIONS. • . • ••• • • •• •; •;• • • • • • • • ••• • • • • • • • • • •• • • • • •• • ••• • •• • • • • ••• DOOR REQUIRE ALUMINUM REINFORCEMENT IN FRAME TO MEET WINDLOAD REQUIREMENTS. SEP 2 8 2001 • ••• • • • • • ••• • • • • • • • • • • i • • . • ••• •• • • • • • • • STRUCTURAL LNI3INEERJNG CONSULTANTS, INC. CA7LOS MANUEL PEREZ, P.E, STRUCTURAL EINCIC+IE F.R FLORIDA P.E. NO. 5444 WQ t .1 tr CD O IMO ry O zQw NJ w 1- I o a z a W 2 0 0 z 0 LL Li w � 0 (n 0 Z O W W U Lil < 0. z 0 t� cc 0 DATE: 09/22/01 SCALE: 1/r=1' CHK. BY: C.P. DWG. BY: V.C. JOB NO.: SHEET 5 OF 10 1 W cn 0 0 H Z O Cr LL_ W LLJ O 0 Q Z !z LiJ LiJ H ELL! o 0. z 5 nc Pei <z U> z � 0 R'< ° L6- M W P a z 0 0, te 0 z DATE: 09/22/0 SCALE: 1/2 DWG. BY: V.C. CHK. BY: C.P. JOB NO.: SHEET 6 OF 10 4 , PERIMETER SEALANT SHEAR PLATE 3" LONG z 1� EXTERIOR A VIII& V.0 0 EQ. sir EQ. 4008 k_ SERIES 4500 ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM BY GOPI GLASS 1/4" DIA. TAPCON WITH 1 3/4" MIN. EMBED. INTO CONCRETE, 6" FROM ENDS & .12" O.C. AT MULLION CONCETION PROVIDE 2 ANCHORS AT EACH SIDE OF MULLION, FIRST AT 2 1/2" AND SECOND AT 5" FROM MULLION FACE 1/4" SHIM SPACE #8 SMS (TYP.) HEAD DETAIL SILL DETAIL 1/4" DIA. TAPCON WITH 1 3/4" MIN. EMBED. INTO CONCRETE, 6" FROM ENDS & 12" O.C. AT MULLION CONCETION PROVIDE 2 ANCHORS AT EACH SIDE OF MULLION, FIRST AT 2 1/2" AND SECOND AT 5" FROM MULLION FACE 0 O W • • • .. •'.•• • •'• • • • •• • • • • • • • • • • .:. • • • • ••. •• • .. • • :.. ; •• • • • • ... • • 1/4" DIA. SMS. TAPCON • 1 . 3/ " MIN'. ••' .:. EMBED. INTO STRUCTURE, 6" FROM ENDS & AT 12" 0.C. • • • • • • • • •• • • • •• ••• .. ..' • . • • •'� • • . • 1 1 3/4" o1 JAMB DETAIL SHOP DRAWINGS REVIEWED FOR STRUCTURE ONLY. REFER TO EXCEPTIONS ON REFERENCE SHEET OF STRUCTURAL CALCULATION &. • ' • • • ••. •• • #10 SMS AT 4" FROM END AND 10" O.C. 5/8" X 4 1/4" X 5/8" X 1/8" THICK INTERIOR EXTERIOR 1 3/4" LOCK DETAIL STRUCTURAL ENGINEERING CONSULTANTS, INC. CARLOS MANUEL PEREZ, P. E. STRUCTURAL ENGINEER FLORIDA P.E. NO. 3434 -4 SEP 2 82011 NOTE: 1. DASHED LINES DEPICT SURROUNDING CONDITION AS SHOWN IN ARCHITECTURAL PLANS AND ARE NOT MEANT AS A DESIGN OR FINISH DETAIL E 0 cr 0 Z LL LLJ LLJ tz D 0 (f) I;n Q �w LLJ WLL 0< 0 LLi O z 0 0 DATE: 09/22/0 SCALE: 1/2 DWG. BY: V.C. CHK. BY: C.P. JOB NO.: SHEET 7 OF 10 d IY 0 Id X W 4 2 CNI D" 4 1/2" D AGA 5 H -64 VINYL H -64 VINYL NEOPRENE BLOCK STANDARD THRESHOLD 1040 D 01 0 W z 1/4" DIA. TAPCON 1 3/4" EMBED AT 3 1/2" FROM MULLION AND 12" 0.C. Al HEAD DETAIL THRESHOLD DETAIL SERIES 5000 NARROW STILE ALUMINUM OUTSWUING STOREFRONT DOOR BY GOPI GLASS O w w 5/8 "X4'/4'X5/8 "X1/8" STEEL CHANNEL #10 SMS AT 4" FROM END AND 10" 0.C. 5/8 X 4 1/4" X 5/8" X 1/8" THICK 1/4" DIA. TAPCONS 1 3/4 " :P4 E ®.AT . •• 3 1/2" FROM CORNERS AND •14" :•.•E •E W/ SHEAR PLATE 3" LONG :TYP• A� : ANCHOR W/ HIGH IMPACT STYRENE' • • • • ••. PLASTIC SHIM JAMB DETAIL -� 1 3/4" +� EXTERIOR SIDE LOCK DETAIL NOTE: 1. DASHED LINES DEPICT SURROUNDING CONDITION AS SHOWN IN ARCHITECTURAL PLANS AND ARE NOT MEANT AS A DESIGN OR FINISH DETAIL • • • . •.. INTERIOR SIDE STRUCTURAL ENGINEERING CONSULTANTS, INC. CARL OS MANL'EL P`REZ, P.E. STRUCTURAL ENGINEER FLORIDA P.E, NO. 54244 SEP 2 8 2001 • • ••• • • • • • ••• SHOP DRAWINGS REVIEWED FOR STRUCTUFIE ONLY. REFER a i EXCEPTION:' ON! AtFERENC :E ET OF STUICTtJI AL CALCULATION #10 SMS AT 4" FROM END AND 10" O.C. 5/8" X 4 1/4" X 5/8" X 1/8" THICK INTERIOR SIDE 2" v v 1 3/4" EXTERIOR SIDE LOCK DETAIL SERIES 5000 NARROW STILE ALUMINUM OUTSWUING STOREFRONT DOOR BY GOPI GLASS SEP 2 8 2001 SHOP DRAWINGS REVIEWED FOR STRUCTURE ONLY. REFER TO EXCEPTIONS ON F'i'=FERENCE SHEET OF STRUCTURAL CALCULATIONS. ALUMINUM REINFORCED COLUMN (BY OTHERS) STRUCTURAL ENGINEERING CONSULTANTS, INC. CARLOS MANUEL PEREZ, P.E. STRUCTURAL ENGINEER FLORIDA F.E. NO. 54M4 JAMB DETAIL 8 INTERIOR SIDE EXTERIOR SIDE SERIES 4500 ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM BY GOPI GLASS ALUMINUM REINFORCED COLUM N_OT__ UNDER ENGINEER'S SEAL • • • •. • ••.•• . • • • • • • • '•• • • • • ••. • • • • • • • •• • • • • •• •• • • •• • • • . • • • • • • • • • ••. . • • • • • •.. . .. ••• • • • . • .• : • .' •• ... •. • ... . .;• •. • • • ' ••••'' •••••• ••• 1/4" SMS AT 3" FROM ENDS & 12" O.C. INTO REINFORCED ALUMINUM TUBE (4 1/2" X 4 1/2 ") ,- (o LMNN F MMO 0 co 03 Nj z N5 ' re_ oa z 1/4" SHIM EXTERIOR r 1 /4" o— J SILL DETAIL II 3/4" — TOP RAIL (2) 1/4" DIA. . WITH 1 1/4 MIN. EMBED. INTO STRUCTURE, 2 1/2 " FROM CORNERS AND 14" 0.C. q \, HEAD DETAIL 91 INTERIOR LOW —RISE SILL PGT SERIES 2500 ALUM. SLIDING GLASS DOOR (2) 1/4" DIA. Eig WITH 1 1/4" MIN. EMBED. INTO STRUCTURE, 2 1/2" FROM CORNERS AND 14" 0.C. (2) 1/4" DIA. SW& WITH 1 EMBED. INTO STRUCTURE, AND 12 0.C. 9 () JAMB DETAIL PGT SERIES 2500 PGT SERIES 2500 ALUMINUM SLIDING GLASS DOOR STRUCTURAL ENGINEERING CONSULTANTS, INC. CARLOS MANUEL PEREZ, P.E. STRUCTURAL ENGINEER FLORIDA P.E. NO. 54844 1/4"N. 6" FRt}h4 c; : • . INTERIOR EXTERIOR • • • •. . •• • • • •• • •. ' • • • • • • •.• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 0 • •• • • • ••• ••• ••• • • • • :ER;S • • • •.. • •• • • • • ••• ••• INTERLOCK DETAIL PGT SERIES 2500 ALUMINUM SLIDING GLASS DOOR SHOP DRAWINGS REVIEWED FOR STRUCTURE ONLY. REFER TO EXCEPTIONS ON F" F`PENCE SHEET Or ST MX: U M!. CALCULATIONS, SEP 2 8 2001 • ... H z 0 LL_ W LLJ O � ( 17;_c3 cn ELLJ w I— t; I.1J LL_ 3< EC.) z 0 0 z DATE: 09/22/0 SCALE: 1/2 DWG. BY: V.C. CHK. BY: C.P. JOB NO.: SHEET 9 OF 10 • 0 to MARK D MARK C MARK B • co rm � L in CNN W N H ( .-, In ° mm O z <�v Q ou- G! _ O a z w 0 0 0 U z 0 LL w � 0(j) �o Q D w w W LL < 0 z 0 Fri O z DATE OS/22/01 SCALE: 1 /2' =1 DWG. BY: V.C. CHK. BY: C.P. JOB NO.: SHEET 10 OF 10 MARK A STRUCIIJRAL, ENGINEERING CONSULTANTS, INC. CARLOS MANUEL PEREZ, P.E. STRUC LIRAL ENGINEER FLORIDA P.E. NO. 54844 FLOOR PLAN NOT TO SCALE NOTE: TOP OF PARAPET: 25' (APROX) ROOF TYPE: MORE THAN 10 DEGREES amt • ••. • •• • . • . • • • •• •• ••• • • • • • • •.: • • • • • • • • •;• . • • • • •.. •• •• • • • • • • ••• ••• • •• • • • ••• • • : . • • • • • • • • • • . . . • •• • ••• . . • •• • • • • • ••• SEP 2 8 2001 • • •• ••• • • • • • • 0 • • • ••• •• • • • • • SHOP DRAWINGS REVIEWED FOP STRUCTURE ONLY. REFER TO EXCEPTIONS ON F,LFERENCE SHEET OF STRUCTURAL CALCULATIONS. ••• • • • ••• • • •• •• • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • e• •• • • • • • • • : 411 • • • • • • OO • •• : oo 4,.• : • • • ••• 4,•• ••• • • • • • ••• • e• ••• o o • • ••• • •s 000 00 •• • •. ••• • • • • • 0* • • • • :::::: • • WWI SHORES VILLAGE STRUCTURN. ELECTP:CAL I L iltei-IATCA$ I R / Ebb. • SMECT CO.:'411 ‘'.71"!IE AHD COUNTY fitiA,;:voREs !Th.L1GE rp; 1,7.1ES FOR ACCURACY OF (11-i PLANS. COMPLIA1ICF. WrfN IRE ri.ORIDA 8LILDENC CODE AS ADOPTED BY KW: `3110PI.,3 1 /1.1..At3E 13 RE THE ArTECT C , 8 01LDER & SU8 ONMACTORS ARE CVARSED T/ 1E liNOWLEDGE OF ALL BUILDING REGULAT1C1iS VIVETPIER NOT:YR-Cs, ALLY INDICATED IIEFIEIN. CONTRACTOR t. Name :aI/ ' 5 ic./4L fa�vf'✓J d�- / License No. ZS e 00 0a7f Home Telephone Address 620 ,) e* ?!y40 - .fi l J e-- d 1 Z/'' # Z L 13 0'1- Telephone'' 0,e, 7 -7/ 0 Z Fax 7'S ys s 6 Qualifier Nameep a pohcb Fi4 494 4 J4$'',, " PROPERTY OWNER Name y oc p lo ( (i L IL,1 1� / / Address VI Vmss r1 ou b Ale "14- - / , g d ` Home Telephone Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Re , air Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: 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 submitted 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. Step 1. APPLICATION Job Address: Address Folio Number P-13620000050 )(Description of Work / cv' %%�� !rla- Pf Nc- s C46 iVa ii e , .r Lot Block Subdivision PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property . - 1 K Value of Work 3 e 0 0 re 1) Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax /ldl4-A Master Permit No. Subsidiary Permit No. A k7 PERMIT APPLICATION T City State Zip ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT 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, 1g 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 STATE OF FLO O =F MIAMI -DADE Signature of Owner Signature of Notary Public - State of Florida Personally known Type of Identification Produced: SEAL: SEAL: OR, Produced Identification Personally known Signature of Contractor / Qualifier PERMIT APPLICATION t1k /b q ham' Print Name Print Name Sworn to and subscribed before me this day of Sand subscribed before me this day of , Signature of Notary Public - State of Florida OR, Produced Identification / Type of Identification Produced: .S L C *VIA ®FFM'„ -;l. NC! t.{ AFd ARA G:oSPi Ftbs i ecividsmi EOM 2E0 ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE QTY. Outlet, Appliance TYPE Service Repair QTY. A/C Central 1 -3 Ton A/C Wa1WPm. Tons Fan - Paint Booth Outlet, Wall q Service, Temporary Ductwork, Cost of A/C Central 4-7 Ton Periodic Inspections Fire Pump Fire Sprinkler System Outlet, Switch Signs Bath Fan - Vented, # A/C Central 8 -15 Ton Pressure Vessel Fixture - Fluorescent Cap - Fixture Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs Gas - Appliance A/C Central 20+ Ton Pump, Domestic Flood Lights Supply, AC Well Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Catch Basin Air Conditioners Gas - Propane Garbage Disposal Pump, Re- circulate Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Urinal Clear Violations Dental Chair Heat Recovery Grease Trap Refrigerator, Comm. (p/PH) Temp Serv, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Pump, Sump Deep Freezer Utility - Water Low -volt, Fire Dishwasher Renew - Temp Service Indirect Wastes Demolition Low -volt, Intercom/Teleph. Repair Circuits Interceptor Dishwasher Roof Inlet Low -volt, Television Water Closet Service, Number of Amps /G Domestic Well MECHANICAL TYPE QTY. Minimum Fee a TYPE Condensate Drain QT TYPE Generator QTY. TYPE QTY. Refrigeration, Tons A/C Central, Tons Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wa1WPm. 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. 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. 5Jo Fao AN- RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning Electrical i /Pjf✓lkd� Mechanical Plumbing Fire Public Works Structural Building Official Page 4 OFFICE USE ONLY CI- IECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / 'multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $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 ISSUING OFFICIAL ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ 0 (sq.ft. = x/1000 x 0.60) ($.005 /sq.ft.) (¢.01 /sq.ft) PERMIT , APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2m AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Blurs ELECTRICAL SERVICE, INC. PH. 305-947-7102 951 N.E. 155TH STREET NORTH MIAMI BEACH, FL 33160 Pay to the order of BankofAmerica. For n1/41114 41(- fi Date // v00277011 1:0630000471: 00 /596391316 2770 Z6 - 0 ' to 1,3 Dollars 8 63-4/630 FL 953 rntraa Mort aA in 1°1^ Sn 1a Panel Schedule Mnt Flush NEMA Rating: 1 7 A 15 11 15 5 . 2 #12 in 1/2"C ion Machine #12 in 1/2°C Brewer 1.2/1.2 1 711 7 111' RaFriorrntnr prawnr #12 in 1/2"C Brewer 1.2/1.2 rofm• G 'd^r #12 in 1/2" C Smoothie Machine 1 21013 #17 in 117"1 112 in 1/7' 15 0 1 2+^ 11 ^2' C 7n 1 5 n 1 0 12 1 3 15 VA LOAI'___— PhaseA PhaseB PhaseC 6.2 Erq e."0 >,e in., n10 tin 3j3' C vp F,.nraam. MnnMinn — — rrwoa rnri 2 A A aainl "r 5n 1A Ckt. Trip # Amp Wire & Cond Circuit Descriotior 1 30 #10 in 3/4" C Oven 3 30 - -- Oven 5 15 15 17 19 21 23 dotes: Subtotal: Type: Load Center AIC:10,000 Main: MLO Voltage: 120/208 Pane ID: 0 Phase & Wire: 3ph/4 Amn Rating. 125 8600 Trip Ckt Circuit Description Wire & Cond. Adis 18 911 72 24 25% Cont Load I(4ne)= VA/VOLT/1.73 (3ph) 8600 13200 Total VA =30400 I(tlne)= 84.3A Existing LP -2 200A Panel 120/208/3ph. 100 =1 1/2" End w � 4-1/3 thhn 3ph. New 125 MLO panel fed from pnl LP-2 clrcuk 38,40,42 100A 11 II II 11 120V Cooler 4' display cooler 8 10' coffee cart 50A Feed to Bulk in Circuit Breaker Panel cabinetry 8$ a • • • • • • • • •• • • • • • • •••• • • • •••• • •••• • • • • • •• • •• •• • • • • • • • • •••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • Q Coffee Club Barry University Gamer Bldg. Billy's Electrical Services Inc. 620 West Chaminade Dr. Hollywood, FL, 33021 ••. • • • ••. • • • •• .• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • •• • • • •• • • • •• •• •• • • • • .• • • • • . . . • . •. . . • • • • • • • • ••• • • ••• ••• ••• •• ••• •• • • • •• • • • • • • • •• ••• • • • • • •• f PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Ia� )/ J a ix/ /l 4 - Date Job Address / /Y) 5 � Folio a/3 Legal Description Historically Designated: Yes No - Owner/Lessee / Tenant Master Permit # $Owner's Address Contracting Cole 140 AA anii C10 'f I U b f 1� Address qit P 1 6- free Qualifier - 1 h15 ✓ V' C/ att if / Phone &/.6' - 95 / (�1 /n State # C/Feei - I 305 Municipal # Competency # Ins. C0 Ml' ' 1 /iir APPROVED: Zoning Mechanical Notary asm My Comngssi %�T�• T. 8 LA0 F G „F FEES: PERMIT f o RADON Date C.C. pt . Si one Architect/Engineer Address Bonding Company Address Mortgagor Permit Type (circle one): BUILDING ELECTRIC PLUMBIN a MECHANICAL ROOFING PAVING FENCE SIGN no) �e and user lex tad WORK DESCRIPTION Odc*e, 1 „OA Square Ft. Estimated Cost (value) 2 "l WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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 RI.F.CTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z. ,_, F - I au ' orize the above -named contractor to do the work stated. No as to Cet My Commission %,i ' #4:41, OF i. t h NOTARY BOND Date Date ITEM BATH 1UB UNIT • FEE ITEM SWITCH CURETS UNIT FEE ITEM SPACE HEATERS MIT FEE BIDET LIGHT CUTLETS CENTRAL. HEATING DISHWASHER RECEPTACLES A/C (WINO) OISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP /. APPLIANCE OUTLETS PROCESS ANO PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, MOTQ.S OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTCRS OVER 8- 10 HP ELEVATORS/ESCALATCAS . TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES 3 A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS ' A/C UNIT STRIP HEATER , FIRE SPRINKLER GENERATORS TRANSFORMERS • HEATER-NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE MIMING POOL CUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. . CATCH BASIN DISCHARGE WELL DOMESTIC WELL , AREA CRAIN ROOF INLET -� SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING • LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING §L22q1 ADDENDUM TO BUILDING PERMIT APPLICATION ti (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL CONTRACTOR �f /� Name DQiRA/V /7 /Ie CV //p'��' ' J 66'S /// License No. e m t. ei ., 7 Address 9 / 1 9 to I T 4/6 c E.RH ' 4-- Telephone %5-:/„� yd / � Fax Fos..-_, 6��a 9l Qualifier Nam ee1 L . c..=.7. /7 4 , 65,, l PROPERTY OWNER New Construction Name p ,/ av, v£, s, Enclosure Address //,30 0 Na - 'APO / ec Home Telephone Repair Business Telephoo 1 tc., e ' 3 06> 1 Alteration Interior Fax 16 IV -1°9( Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l 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 submitted 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: 1 /3 ©Q AfEA A IPS vf In 01; 54Fer£� XF 5 /36 - 00 005- Block Folio Number Lot Subdivision PB Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Address Apt. City PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PERMIT APPLIPCATION Master Permit No. Subsidiary Permit No. )11a cP-O ' c trL State Description of Work fiD ©vjasp.9 TPtf Zip 0 9 PG Zoning Linear Feet Square Feet Units Floors Value of Work 7 4 OO Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Page 2 IMPORTANT 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 FT.RCTRICAL, 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. ST OF FLO Si a, , ture of Owner Ferei h, i. Lai a s Print Name Sworn to and subscribed before me this S/ day of gnature SEAL: A, COUNTY OF MIAMI-DADE f Notary Public - State of Florida 0 ,74:,,, r, Cheryl Beide Gerber * � *My Commission CC728954 + Expires May 8, 2002 Av je. e Personally known OR, Produced Identification Type of Identification Produced: PERMIT APPLICATION STATE OF FL O RID , C e ► Y OF MIAMI -DADE Signature of Contractor / Qualifier Msec. II FFct 1/47r1 / 'q e ' � - I " e Print Name �° Sworn to and subscribed before me this day of gA n Signature of Notary Public -State of Florida 4:70% Donald L Jackson _* �.� `Fi .r_ MY COMMISSION ;g DD02651f WIRES a te: July 30, 2005 . iP`�. BONDED THRU TROY FAIN INSURANCE INC. SEAL: Personally kno� OR, Produced Identification Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton e 3 S Fan Cooling Tower Outlet, Wall Service, Temporary A/C Central 4-7 Ton Fire Pump Dryer Vents, Number of Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Ductwork, Cost of Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Fire Sprinkler System Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Fireplaces, Number of 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 Sere, 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. QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYI'E Refrigeration, Tons QTY. A/C Central, Tons e 3 S ,, 0 Cooling Tower - Heating Strips, each Vent Hood, Cost A/C WaWWm. Tons Filter Replace Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Fountain Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Gas - Appliance Fire Sprinkler System - Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Gas - Natural Fireplaces, Number of - Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Mlscellaneous 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 7 . 4 ' . 7 � . 7 (, : °'•- Plumbing Fire Public Works Structural Building Official Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $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 $ ( sq.ft. = x/1000 x 0.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: PERMIT APPLICATION Cl CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2 AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 1 /30/2002 Applicant: BARRY Owner: Parcel # 1121360000050 Job Address: 11300NE 2 AVE If there is no perm fee is $50.00, which — =s Permit is granted to ordir9)ances pertaining there arrt approved by the prope authorization. A further col ordinances and regulations by his agents, servants or I Signed: In consideration of the is with the plans, drawings, s myself, my agent, servant: Signed: PAY TO THE ORDER OF MEMO Boil. 9 VNI WAS/pi MIAMI SHORES VILLAGE Mechanical Permit Permit Number: MC2002 -9 UNIVERSITY Contractor DEBON AIR Address: 2649 W 81 ST Local Phone: 305 - 826 -2240 Cellular: Permit Status: Approved Permit Expiration: 7/29/2002 Construction Value: $70,000.00 Work: REPLACEMENT OF (4) 25 TON RTPU DEBONAIR MECHANICAL, INC. 2649 W. 81ST ST. HIALEAH, FL 33016 (305) 826-2240 O J? 1TtkiAi i AN r iW O HJN r MIAMI SHORES VILLAGE n ■f1 a Lqn lug r •nc innnnr v.• re-Amt Iwo BANK OF AMERICA 63 -4/630 FL nn1nr 11 7 n Page 1 of 1 Total Fees: $0.00 Total Receipts: $0.00 Legal Description: 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 r2(-fa• oo )44( 01/30/2002 21903 Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Typ Permit No. Name Address Compan pp�� Phone # .300 02 (Y' 60 / For Inspector: �� /D$alne & y� Approved �U �-I�' �� `�` l ikk/ i�4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date Type Insp'n MUM �l4'1 �C� ./e) Permit No. /) / Name Address A-3 n Company / C ,� -� n Phone # � � / (,Q l • O.1 ( For Inspector: 101 Name & Date Approved /e‘.7 I Correction Re- Insp'n Fee Time MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Builgling Inspection Re Date et/ Type Insp'n )1''Y1C /1) 1 _/ 24.1LC nJ ? (7 U300 14'flICcurr 7 1`ne Q r Ste- Ob c i, ciblay q; Fee ¢Vgi, Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee