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RC-13-277Miami Shores Village Building Department FES 11 Z0 3 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: (2 I v J oc FBC 20 CD Permit No. Master Permit No. 2 C i 3 —27- ROOFING City: Miami Shores County: Miami Dade Zip: 3318" Folio/Parcel#: Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name (Fee Simple Titleholder): /10111,6X70 outs-ado( Phone #: &0427" q Z Address: /25 /1/E. /06 sr City /40,41 S%/y0%r S State: r L Zip: >/ Tenant/Lessee Name: A Phone #: Email: CONTRACTOR: Company Name: Address: fea s' 7 / City I /4%0 / / ^' State: Qualifier Name: AlOb r7' 1 die/ �- State Certificatioy or Registration #: W e 0%- o / S,6 Certificate of Comp eeehil ans/irdov6rovio Phone #: 70S-4' Z f 2, °1 Contact Phone #: DESIGNER: A Zip: %VS'S- Phone #: �%e.54'4 etency #: 29t� / Email dddjrreess: ? 9'rov f (�!/?'I/!%�s�lrmpf -� /C�o1Lt Architect/Engineer: � ee4e, kciie v Phone #: �JG'S 97� $ CC Value of Work for this Permit: $ /4, 19 ®0 Square/Linear Footage of Work: S� Type of Work: DAddition L�Alteration 1 �` DNew ORepair/Replace j'/ �J ODemo/l'tion Descrip 'on of Work: 2 7 4r /O f /Y�0I'€� p%' wd/ / 4"4/4// r j/77/ %p ha5:6 Color thru tile: ***************************************F ee****************************************** Submittal Fee $ `� Permit Fee $ (110- CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DU-WI 7 r so Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City _ State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement t be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. ,jn the abs' ' of such posted notce, the inspection will not be approved and a reins, ee will be charged. el° Signature Signatur wner or Agent The foregoing instrument was acknowledged before me this '7 The foregoin day of r , 20 ., by 14umbcd40 C)Ue'iQd& who rsonally known to a or who has produced oath. My Commission Expires: 're b �� a 013 APPROVED BY //" ontractor / trument 'as acknowledged before me this I day of , 200 , by /2�I7( 740c,.c( who is personally known to me or who has produced r-4--/ t) as identification and whop` t�akgn oath. NOTARY PUBLIC: ````� Ar /e� Structural Review Sign: Print: 4igekw, .0 ,...., _ ......... ........... : cof ,„ , r fi►DiiAtt +u``�∎� My Commission Expires: (Revised 5/2/2012XRevised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09)(Revised 7/10/2007) Zoning Clerk f NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CFN: 20130446777 BOOK 28663 PAGE 4617 DATE: 06 /05/2013 02:12:50 P M HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY PERMIT NO, RC,' IS " Z 7 7 TAX FOUO NO. (j r 2136 -yob - 0350 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal clescripW of property and street/address: LOT I i est Vg DUAW11453 NIIG1 MI ShOr S aci- No 2 t- Z Na • t' I ' 2. Description of improvement:. r'► ericir rY mo C f NI 3.Owner(s) name and address: .fi lal t. rTo ? I Z5 NE 10' 5T M ;am i 5horeS 1$03 Interest in property: QWNa 2 Name and address of fee simple titleholder. $a nit. 4. Co/tractor's name, address and phone number: TOT nS11)aio sots 4U MIAMI ft. 3315 30 • T r 5. Surety: (Payment bond required by o�#� om contractor, if any) Name, address and pho number ' � 1 " Amount of bond $ fJrA 8. Lender's name and address: NIA 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)4)7., Florida Statutes, ) Name, address and phone number: 1Vf A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. �� Name, address and phone number: 9. Expiration date of this Notice of Commencement (ttie expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT tN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMM Signature(s) of Own Prepared By X Print Name Titie/Office t)WMe( STATE OF FLORIDA COUNTY OF MIAMI -DADE The f ing Instrument was ackno Officer /Director/Partner/Manager Prepared By Print Name Title/Office B art 2 /"T% or U as U Personally known, or ❑ produced the following type of. !den Signature of Notary Public: Print Name: (SEAL) ed, ef S� < of jit h till_ I a • i ;,•=1 .Jt • : yi • •; 1i • 7 11�� Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are may_ of my knowledge and belief. IR.LIAA. TAQ . * MY COMMON #DDW788'1 e~ EXPIRES: August 8,2013 Signatures = s) or Owner(s orized Officer /Director/Partner /Manager who sig •�' By By 123.0142 WOE 3 811 0 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 February 15, 2013 Permit No: RC13 -277 Building Critique 1. Provide a complete package for review. 2. Provide Energy calculations for the renovation. 3. The plans do not describe all of the work that has been started. Correct the scope of work and be detailed. Show all of the wall finishes that have been removed. 4. Provide all permit applications for sub permits. 5. Identify the level of alteration per FBC Existing. 6. Identify and show on the plans all interior bearing walls. 7. Provide the product approvals for the new windows and doors that have been reviewed and signed approved by the designer of record. 8. Identify the means of escape from each sleeping room. 9. The plans must show the insulation requirements from the energy calculations. Stopped Review Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Village Building Department 10050 N.E 2nd Avenu Miami Shores, Florida 3313 Tel: (305) 795 220 Faa: (305) 756.897 Permit No. G%' "°'�� Job Name PLUMBING CRITIQUE SHEET .g -(3-13 Pl y 9y Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 2C4 3 --(30-7 I DATE: cR as tz I3 wo)ecitd d�Contractor ❑ Owner ❑ Architect. Picked up 2 sets of plans and (other) (. (iy l(WC i t c--s Address: (Z c From the building department on this date in order to have corrections done to plans And /or get County stamps. I und7 tand that <e plans need to be brought back to Miami Shores Village Building Dep Acknowledged by: PERMIT CLERK ITIAL: In,'e permitting pro RESUBMITTED DATE: S I IS 1'3 PERMIT CLERK INITIAL: . Melon: To protect. promote & Improve the health of an people in Rodda through integrated state, courtly & amour* efforts. (ALC Excavators) 7399 SW 45th Street Miami, FL 33155 RE: Contingency Lett Application Document No: AP1101654 Centrax Permit Number. 13-SC-4462423 OSTDS Number 125iNE 106 St Miami, FL 33138 Man To be the Healthiest State in the Nation etITY OPY Lot:11 Dear Applicant Rick Scott Governor John IL Armstrong, Win, FACS State Surgeon General & Secretary April 10. 2013 I MAY 11 2013 Block 208 . Subdivision: cunnings Miami Shores This will acknowledge receipt of an application dated 0312112013 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. Proposed interior remodeling From a review of your completed application, it has been determined your existing system is adequate for the proposed use. If you have any questions on this friBliei, please call our office at (786) 315-4444. Enclosures cc: A Florida Department of Health In DADE COUNTY 1725 NW 167 St. Ope Locke. FL 33056 PHONE: (355) 623-35IX) . FAX: (305) 623-3645 boli.47:77.924+1=0.071.0.... www-FloridasHealth.com TWiTTEFtHeallttyFLA---- - FACEBOOKFLDeparlmenk4HeMth YOUTUBE: fidoh LFORM 4405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: QUESADA RESIDENCE Builder Name: Street 125 NE 106 ST Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES , FL , Permit Number: Owner: MR & MRS QUESADA Jurisdiction: 232600 Design Location: FL, Miami 'v°` 1. New construction or eating Existing (Projected 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 1560 Conditioned floor area below grade (ft2) 0 7. Windonrs(394.4 sqft.) Description Area a. U- Factor. Sgl, U= 1.30 394.36 ft2 SHGC: SHGC41.50 b. U- Factor N/A ft' SHGC: c. U- Factor: N/A ft2 SHGC: d. U-Factor N/A fN SHGC: Area Weighted Average Overhang Depth: 1.372 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (1560.0 alit.) Insulation Area a. Crawlspace R).0 1560.00 ft2 b. N/A R= ft' c. N/A R= ft' 9. Wall Types (1760.0 sqft.) a. Concrete Block - IM Insul, Exterior b. WA c. N/A d. N/A 10. Ceiling Types (1560.0 sqft.) a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems � a. Electric Tankless b. Conservation features None 15. Credits Insulation Area R=5.0 1760.00 ft2 R= ft' R= ft2 R= ft Insulation Area R =30.0 1560.00 ft' R= ft' R= ft2 R fta 6 312 kBtulhr Efficiency 36.0 SEER:20.00 kBtu/hr Efficiency 34.0 COP:1.00 Cap: 1 gallons EF: 1.087 None Total Proposed Modified Loads: 46.17 Glass/Floor Area: 0.253 Total Standard Reference Loads: 57.58 PASS , I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY A • two a of tt L $5 0C. ° Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL iI1IE 51.4 �w - - "...N. 0 ,. fax !; : •;.,'= �0 Y:, """. ' €.� c,. ` v �.1 ., � .y',; ' ,�,, ., ' i '� f CCD WET.„ I -' DATE: _ MAY 01 ZO'5 I hereby certify that this buil. .. _ - =- . a - .,. 1 in compliance p with the Florida En:. -- ad =; ' '� „,- OWNER/AGE {",`I DATE' DATE' 5a ti 7 - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist PROJECT Title: QUESADA RESIDENCE Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1 560 Lot # Owner. MR & MRS QUESADA Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street 125 NE 106 ST Permit Office: MIAMI SHORES Cross Ventilation: County: MIAMI -DADE Jurisdiction: 232600 Whole House Fan: City, State, Zip: MIAMI SHORES , Family Type: Single- family FL , New/Exdsting: Existing (Projected) Comment: CLIMATE / IECC Design Temp IM Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 1560 12480 SPACES . Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1560 12480 Yes 5 2 1 Yes Yes Yes FLOORS V# Floor Type Space Exposed Pen Wall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawtspace Main 194 ft 5 1560 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1690 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1560 ft2 Y N CEILING ' V # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1560 ft2 0.11 Wood - WALLS V`! Adjacent # Orr t TO WafLType Cavity Width Height Sheathing Framing Solar Space ft-Value Ft In Et In Area R -value Fraction AbsOr Block - IM Insul Main 5 53 10 530 ft2 0 0.75 Block - IM maul Main 5 53 10 530 ft' 0 0.75 Block - IM Insul Main 5 35 10 350 ft2 0 0.75 Block - IM Insul Main 5 35 10 350 ft2 0 0.75 Below Grade% 0 0 0 0 1 N Exterior Concrete 2 S Exterior Concrete 3 E Exterior Concrete 4 VV Exterior Concrete DOORS ✓ # Omt Door Type Space Storms U -Value Width Height Ft In Ft In Area 1 E Insulated Main Metal 0.460000 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall # Omt ID Frame Overhang Panes NFRC U- Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.3 0.5 53.33333 0 ft 2 in 12 ft 0 in Drapes/blinds Single (Tinted) Yes 1.3 0.5 53.33333 0 It 2 in 9 ft 0 in Drapes/blinds Single (Tinted) Yes 1.3 0.5 28.33333 0 ft 2 in 9 ft 0 in Drapes/blinds Single (Tinted) Yes 1.3 0.5 61.11111 0 ft 2 in 9 ft 6 in Drapes/blinds Single (Tinted) Yes 1.3 0.5 9.763889 0 ft 2 in 6 ft 0 in Drapes/blinds Single (Tinted) Yes 1.3 0.5 83.91666 5 ft 10 in 8 ft 0 in Drapes/blinds Single (Tinted) Yes 1.3 0.5 27.97222 0 ft 2 in 12 ft 0 in Drapes/blinds Single (Tinted) Yes 1.3 0.5 9.569444 0 ft 2 in 3 ft 0 in Drapes/blinds Single (Tinted) Yes 1.3 0.5 27.97222 0 ft 2 in 8 ft 0 in Drapes/blinds Single (Tinted) Yes 1.3 0.5 39.05555 0 ft 2 in 8 ft 0 in Drapes/blinds None None None None None None None None None None 2 N 1 Metal ' 3 N 1 Metal 4 N 1 Metal 5 N 1 Metal 6 S 2 Metal 7 S 2 Metal 8 S 2 Metal 9 E 3 Metal 10 E 3 Metal INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2045.95 112.320 211.234 0.34500 9.83630 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 34 kBtuihr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 20 36 kBtu/hr 1080 cfm 0.75 1 sys#1 s y� HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tanidess Main 1 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — -- Return — Air Percent HVAC # # Nation R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 312 ft' Attic 78 ft2 Default Leakage Main (Default) c (Default) % 1 1 TEMPERATURES - Programable Thermostat Cooling IX1 ' Ve� g Jan None Feb X Feb Mar X Mar Ceiling Apr Apr ppr Fans: May May X Jun ' Jun X Jul Jul X Aug Aug X Sep SSep Oct X Oct Nov Nov Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 _ Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 668 8 668 8 68 68 68 668 8 68 68 68 FORM 405 -10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 125 NE 106 ST MIAMI SHORES, FL, PERMIT #: i MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. t/ Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. / 1 ,, Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site - recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency =78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. /WA Cooling/heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. / (J (7 Ceilings /knee walls 405.2.1 R -19 space permitting. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area On 7. Windows" Description a. U- Factor: SgI, U =1.30 SHGC: SHGCO.50 b. U- Factor: N/A SHGC: c. U- Factor: N/A SHGC: d. U-Factor N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Crawlspace b. N/A c. PIA 125 NE 106 ST, MIAMI SHORES, FL, Existing (Projected Single -family 1 2 No 1560 Insulation R4.1.0 R= R= Area 394.36 ft2 fN 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 12. Cooling systems ft' a. Central Unit 13. Heating systems a. Electric Strip Heat 1.372 ft. 0.500 Area 1560.00 ft2 b. Conservation features None 15. Credits 14. Hot water systems a. Electric I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspe a ' -� . Otherwise, a new EPL Display Card will be completed based on installed;'. _ _ tures. Insulation Area R=5.0 1760.00 ft2 R= fN R= ft" R= ft" Insulation Area R=30.0 1560.00 ft' R= ft' R= ft' R R' 6 312 kBtu/hr Efficiency 36.0 SEER:20.00 kBtu/hr Efficiency 34.0 COP:1.00 Cap: 1 gallons EF: 1 None Builder Signat Date: ;g� Address of New Home: • o City/FL Zip:� '•' "' OWEB *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638 -1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. '''Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary Project Title: QUESADA RESIDENCE MR QUESADA 125 NE 106 ST MIAMI SHORES, FL Code Only Professional Version Climate: South 4/20/2013 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) Load Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 29427 Btuh Total cooling load calculation 36375 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 115.5 34000 Submitted cooling capacity Sensible (SHR = 0.75) Latent % of calc Btuh 83.8 27000 216.9 9000 WINTER CALCULATIONS Winter Heating Load for 1560 sgft) Load component Load Load 10844 Window total 320 sqft 8118 Btuh Wall total 1365 sqft 3720 Btuh Door total 21 sqft 147 Btuh Ceiling total 1560 sqft 994 Btuh Floor total 1560 sqft 12001 Btuh Infiltration 99 cfm 2173 Btuh Duct loss Latent gain(infiltration) 2050 2275 Btuh Subtotal Btuh Latent gain(intemal /occupants /other) 29427 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 29427 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1560 soft ) Load component Load Window total 320 sqft 10844 Btuh Wall total 1365 sqft 3590 Btuh Door total 21 sqft 221 Btuh Ceiling total 1560 sqft 1689 Btuh Floor total 8401 Btuh Infiltration 52 cfm 858 Btuh Internal gain 3550 Btuh Duct gain 3074 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 32225 Btuh Latent gain(ducts) 1099 Btuh Latent gain(infiltration) 2050 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal /occupants /other) 1000 Btuh Total latent gain 4150 Btuh TOTAL HEAT GAIN 38375 Btuh Version 8 For Florida residences only EneravGauae® FLRCPB v4.5.2 MR QUESADA Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only 125 NE 106 ST QUESADA RESIDENCE Professional Version MIAMI SHORES, FL Climate: South 4/20/2013 WHOLE HOUSE TOTALS Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (5 people © 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 29151 Btuh 3074 Btuh 32225 Btuh 0 Btuh 0 Btuh 32225 Btuh 2050 Btuh 0 Btuh 1099 Btuh 1000 Btuh 0 Btuh 4150 Btuh 36375 Btuh EQUIPMENT 1. Central Unit 36000 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U-Factor or'DEF for default) (InSh - Interior shading device: none(N), BUnds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), FuU(F) or Half(H)) (Omt - compass orientation) Version 8 For Florida residences only EneravGauae® FLRCPB v4.5.2 Pace 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: Code Only QUESADA RESIDENCE Professional Version Climate: South MR QUESADA 125 NE 106 ST MIAMI SHORES, FL Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 4/20/2013 EneravGauae® FLRCPB v4.5.2 Pace 1 MR QUESADA System Sizing Calculations - Winter Residential Load - Whole House Component Details Code Only Professional Version Climate: South 4/20/2013 Project Title: 125 NE 106 ST QUESADA RESIDENCE MIAMI SHORES, FL Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F INHOLE HOUSE TOTALS Subtotal Sensible Ventilation Sensible Total Btuh Loss 29427 Btuh 0 Btuh 29427 Btuh EQUIPMENT 1. Electric Strip 34000 Btuh Key: Window types (SHGC - Shading coefficient of gds as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida residences only EneravGauoe® FLRCPB v4.5.2 Pace 1 BOUNDARY SURVEY Property Address: 125 NE 106 STREET, MIAMI SHORES, FLORIDA, 33138 LEGAL DESCRIPTION: Lot 11, Block 208, of "DUNNINGS MIAMI SHORE EXTENSION NO. 2" according to the plat thereof as recorded in Plat Book 41 at Page 78 of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. .4) Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (5J -17 FAC), is "Residential High Risk ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein - described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and /or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 41 at Page 78 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: Miami -Dade County Benchmark #N -567. Elevation = +10.54' 15) Flood Zone: "X" Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652- 0302 -L- SEPTEMBER 11, 2009 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party:. A.) HUMBERTO QUESADA SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 5J -17, Florida Administrative Code. Field Date: March 8, 2013 Job# RP -13 -156 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 micry:4061.0omilmir LAND SURVEYOR:#, ONO. 6175 NW 153rd STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305 - 822 -6062 * Fax: 305 -827 -9669 Page 1 of 2 F:\BOUNDARY- SURVEY- NOTES\125 NE 106 STREET -MIAMI SHORES - DADE - NTS.doc F: \DRAWING \125 NE 106 STREET.dwg 03/08/2013 BLOCK 0— CORNER 150.14' FIP. 1/2 No I.D. BOUNDARY SURVEY SCALE: 1" = 20' — ,_,_._.—._._._, 4' CHAIN UNK —•'r \g" 5' WOOD FENCE 2.1' 0.7' 1 —STORY RES# 125 (UNDERCONSTRUC110N) F.F.E= +12.43' • 0.1' 2.6' LOT 12, BLOCK 208 90'20'12" .ROY Barr LAND SURVEYORS. IND. PHONE: 305- 822 -6062 * FAX: 305 -827 -9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES, FL 33014 LEGEND oa —.1—w— Overhead Wire Line 9 - Existing Elevations —a—u— Wood Fence t =Catch Basin — x— x— Chain Link Fence ® =Water Meter e a Iron Fence 'o., =Power Pole Monument Line — g- - - -- Centerline F.N. =Found Nail F.I.R. -Found Iron Reber F.I.P. =Found Iron Pipe/Pin F.N&D =Found Nail & Disc SIP/R =Set Iron Pin/Rebar Conc. - Concrete U.E. =Utility Easement D.E. =Drainage Easement D.M.E. - Drainage Maintenance Easement A /C-Air Conditioner Page 2 of 2 R =Radius A -Arc A-Delta T =Tangent Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Date Issued Occupancy Load Occupancy Type Applicable Code Location 125 NE 106 ST Miami Shores FL 33138 4'61 Transferable POST IN A CONSPICUOUS PLACE MIAM MO Miami -Dade County Building Department 11805 S.W. 26 Street, Miami, FL 33175 -2474 www.miamidade.iov/buildin ENERGY. SOUND AND IMPACT CERTIFICATE Building Permit No: L C 13 - Z 77 Project. Name: 074es4019 6 iglitV ICE - Job Address: (2 5 .06"" /06 "1 is STATEMENT OF COMPLIANCE 'A hereby certify that the IINERGY. SOUND AND IMPACT INSULATION has been installed in the above in compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVEp E>'j,ERGY, d Plans and in accordance with good construction practice. The insulation furnished and installed has the we below (check only applicable boxes). D l) !# for CBS Fits Insulation: It-_„;1_,'".. -_ 2_. (Min.): Material: £t 41 O 04/1'0 . , 4 e` inch (es): Density: lb/ft: Mfgr: ,/ 0 2) , ham /Vital Stud Walls: R- // (Min.): Material: Akio 5 '. fZ inch (es): Density: lb/ft Mfgr solid walls: R. J (Min.): Material: etato 1004400 '1 inch (es): Density: lb/ft: Mfgr: 0 4} separating A/C from non A/C spaces insulation: R. • (Min.) Thickness: inch (es); Density: lb/ft 0 g).. ,; i 'lyi -F: Y RESIDENTIAL CONSTRUCTION ONLY; The COMMON (Party) walls to two separate conditioned I,be Insulated to a minimum of R-11 for frame walls, and to R-3 on both sides of common masonry walls CODE, 2007, paragraph 13602. ABC L 1, on page 13.74, latest edition. These "minimum levels of are not included in the Energy Calculations, but shall be installed in the field. 0 6) Wing insulation R- 30 (Min.); Material: defo, Thickness: 14q inch (es): Density: lb/ft Mfgr: O 7) Wete,pastitions and floor /ceiling assemblies between dwelling units or between dwelling units and adjacent public or service as halls, corridors, stairs, etc. must have a sound transmission class (STC) of not less than 50 (penetrations must mail the required rating) 0 6), Floor /piling assemblies between dwelling units or between dwelling units and public or service areas such as halls, corridors, ataha etc. must have an impact insulation class (1(C) rating of not less than 50. Make photocopies of this sheet in your office, as required for future jobs. by: c I F =49, ot.errtat) Insulation Company Name Insulir�m► Contractor CO l6_3 4.3 Date Certi o gdarrIVec'7 / hsfr 9h &rwt! Company Name c.w.o. cat eel-'6%102 G.CfBuilder' Date Certified: **weight Insulating concrete, use appropriate forms, separate from this one. 26.2009 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC. 7955 NW 77th Avenue Medley, FL 33166 SCOPE: This -NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dad'e•County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series -"300 ECO- Guard" Aluminum Fixed Window — APPROVAL DOCUMENT: Drawing No. W09 -20, titled "ECO -Guard Series 300 Alum Fixed Wdw. (L.M.I.) ", sheets I through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be dis la ed in advertising li : tire. If any portion of the NOA is displayed, then it shall be done in its e INSPECTION: A copy of this entire distributors and shall be available for This NOA revises NOA # 09- 0413.08 as approval document mentioned abov The submitted documentation was revi MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidadesovipera SEC* . at APPROVED ed to site at page 1 L4 a. 2 er or its g Official. and E-2, as well NOA No. 12-0223.25 Date: June 17,2014 1 Date: May 03,2012 Page 1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2.. Drawing No W09 -20, titled "ECO -Guard Series -300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, prepared by Al -Farooq Corporation, signed and sealed by Javad Ahmed, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192A, dated 01 /15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco- Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08 -2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) E -1 Jaime D. Gasco r Product Control Exa' ' =r NOA No. 12-0223.25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 - • WA Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous N ©A #09- 0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/27/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their-"DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0413.08, issued to ECO Window Systems. LLC for their "ECO -Guard Series -300 Aluminum Fixed Window — L.M.I. ", approved on 06/17/09 and expiring on 06/17/14. E -2 Manue Pe Product Control E : - mi r NOA No. 12-0 .25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 NW 25 Street Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ relay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Clipped" Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by AI- Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this e ntire NOA shall be ' 'ded to the user by the manufacturer or its distributors and shall be avai �i e f 4 _� at a , s �' . e requ -�� , the Building Official. This NOA renews NOA No .1 0 ► I i << nststs 'i th go �, '' nce pages B-1 and B-2, as well as approval document m The submitted documentatio: MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315 -2599 www.miamidade.gov /economy • MIAMiDADEC APPROVED NOA No. 12-1220.15 piration Date: March 28, 2018 royal Date: February 28, 2013 Page 1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted wide previous NOA No. 080331.07) 2. Drawing No. M95 -13A, titled Series "Mullion Elevations and Details ", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21 /11, prepared by Al-Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2 "x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL- 0080 - 0105 -08, dated 03/26/08 for specimen no.'s 1 and 2, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08- 0331.07) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1 "x 2 "x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -96 -525, dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95-0929.39) 3. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL- 0080-0303 -96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA No. 95- 0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 02/10/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12 -0221.10) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources E--1 Jaime D. Gascon, ' . E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 12/07/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. HTL- 0080 - 0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL- 0080 - 0303 -96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI -96 -525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95- 0929.39) G. OTHERS 1. Notice of Acceptance No. 12-0221.10, issued to CGI Windows & Doors for their Series "Clipped Aluminum Tube Mullion — L.M.I", approved on 05/10/12 and expiring on 03/28/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 E -2 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC. 7955 NW 77th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "100 ECO- Guard" Aluminum Single Hung Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -08, titled "ECO -Guard Series -100 Alum. S.H. Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with revision A dated 02/15/12, prepared by Al -Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may 'e dis.la ed in advertising lit aiure. If any portion of the NOA is displayed, then it shall be done in its e INSPECTION: A copy of this entire distributors and shall be available for i This NOA revises NOA # 09-0224.07 as approval document mentioned ahoy The submitted documentation was rev MIAMI -DADE COUNTY " PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade.aov /oera turer or its ing Official. 1 and E-2, as well NOA No. 12-0223.24 Date: April 08, 2014 I Date: May 03, 2012 Page 1 peo Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Alum. -S.H. Wdw. (L.M L) ", sheets 1 through 6 of 6, dated 02/12 /09, with revision A dated 02/15/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09- 0224.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. BETI -08- 21660, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0224.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -OS -2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09 -0224.07) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08- 2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0224.07} A Manue Per azii E. Product Control E TZT er NOA No. 12- 0223.24 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 E -1 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated. 01/30/12, prepared byAl- Farooq Corporation, signed and sealed by Javad,. , Ahmad, P.E. 2. Glazing complies with.ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteo PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0224.07, issued to ECO Window Systems. LLC for their "ECO -Guard Series -100 Aluminum Single Hung Window — L.M.I. ", approved on 04/08/09 and expiring on 04/08/14. E -2 Manuel Pe • .E. Product Control xa ner NOA No. 12 I 23.24 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC. 7955 NW 77th Avenue Medley, FL 33166 SCOPE: This -NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade•County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series - "300 ECO- Guard" Aluminum Fixed Window — L.MJ. APPROVAL DOCUMENT: Drawing No. W09-20, titled "ECO -Guard Series -300 Alum Fixed Wdw. (L.M.I.) ", sheets I through 5 of 5, dated 03/23 /09, with revision B dated 01/30/12, prepared by Al- J'arooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising lit • ture. If any portion of the NOA is displayed, then it shall be done in its en rety. INSPECTION: A copy of this entire distributors and shall be available for i This NOA revises NOA # 09- 0413.08 as approval document mentioned abov The submitted documentation was revi MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade.sovlpera .1 ed to site at page 1 Pere4 110 turer or its ng Official. 1 and E-2, as well NOA No. 12-0223.25 Date: June 17, 2014 1 Date: May 03, 2012 Page 1 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTl I ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -20, titled 'WO-Guard Series -300 Alum. Fixed Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco- Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08- 2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08 -2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) Jaime D. Casco ,a..e Product Control Ezell' r NOA No. 12- 0223.25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 E -1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI1 1.KD B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 -. 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202194 3) Water Resistance Test, per FBC, TAS 202 -94 along with installationn diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/27 /12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their. "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0413.08, issued to ECO Window Systems. LLC for their "ECO -Guard Series -300 Aluminum Fixed Window - L.M.I. ", approved on 06/17/09 and expiring on 06/17/14. Manue Pe Product Control E amt i r NOA No. 12-0 ' .25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 E -2 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25 Street ° `° Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements - L.M.I. APPROVAL DOCUMENT: Drawing No. W10 -31, titled "Series 150 Sentinel Alum. Sliding Glass Door (L.M.IJ S.M.I.) ", sheets 1 through 16 of 16 including 9A and 11A, dated 05/20 /10 with revision "F" dated 12/04/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. Confidential RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date m ay be displayed in adve g literature. If any portion of the NOA is displayed, then it shall be done INSPECTION: A copy of distributors and shall be avai This NOA revises NOA No.1 .; well as approval document m - � � �� e � � - � � `" " a � The submitted documentation . fi omx;T�' 0 C ? u. w® ®W o =� amp • A «y� MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /economy by the manufacturer or its if e Building Official. lidence pages E-1 and E-2, as NOA No. 12- 0821.16 on Date: September 22, 2015 val Date: December 20, 2012 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 'Drawing No.'W10 -31, titled "Series 150 Sentinel Alum. Sliding Glass Door (L..M.I./ S.M.I.) ", sheets 1 through 16 of 16 including 9A and 11A, dated 05/20/10 with revision "F" dated 12/04/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per ASTM F 842-04 and per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of Alum. SGD prepared by Architectural Testing, Inc., Test Report No. ATI- 00733.03- 450 -18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. 2. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of Alum. SGD prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0080 - 1208 -090, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10 - 0510.15) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 08/20/12, prepared by AI Farooq Corporation, signed, sealed and dated 12/05/12 by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E -1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0821.16 Expiration Date: September 22, 2015 Approval Date: December 20, 2012 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16 3. Notice of Acceptance No. 11- 1102.09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC- 2010, issued by Al-Farooq Corporation, dated 08/20/12, signed and sealed by Javad Ahmad, P. E. 2. Proposal No. 11 -1225 issued by Product Control, dated 11/2/11, signed by Ishaq Chanda, P. E. 3. Laboratory compliance letter for Test Report No. ATI-00733.03-450-18, issued by Architectural Testing, Inc., dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. 4. Proposal No. 09 -1073 issued by Product Control, dated 07/19/10, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 10-0510.1 5) 5. Laboratory compliance letter for Test Report No. HTL-0080 -1208 -090, issued by Hurricane Test Laboratory, LLC, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10- 0510.15) G. OTHERS 1. Notice of Acceptance No. 12 -0119.04, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150 Aluminum Sliding Glass Door w/ wo Reinforcements - L.M.I. ", approved on 03/22/12 and expiring on 09/22/15. Jaime D. Gascon, E Product Control Section Supervisor NOA No. 12-0821.16 Expiration Date: September 22, 2015 Approval Date: December 20, 2012 E -2 (sheet 9 of 5 ) 2.750 FRAME HEAD /SILL /JAMB .875 2.688 .062 2.611 .769 FLUSH FRAME ADAPTER GLAZING BEAD ANCHOR COVER C PERIVIIT #: Miami Shores CITY COPY ECO -- GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX. /FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE .ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. Jc EC aV D MAY 152013 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 9 WINDOW WIDTH D.L. OPG. 11 ,I n II / II — 6" MAX. HEAD /SILL CORNERS 12" MAX. HEAD /SILL TYPICAL ELEVATION G S Q.L.Q. WAS. D.L.O. HEIGHT = WINDOW HEIGHT — 3.625" D.L.O. WIDTH = WINDOW WIDTH — 3.625" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. \\fir `� • FLA. PE 70592 I*!' PRODUCT MEDD th8 Cade Aeoaptause No 2- • ration Jlf :1771VAV it By Miamk a 0 CI d 2 1 _ W i E < 17) I err. 0.^ ,no Umtit d W 2 c 4- a 0 B 2 V i3 6 U drawing no. W09 -20 3/16" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" ANN. GLASS 4pij .utt Ilr#IrJl SIUCONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'C' #8 X 1 -1/4" SMS AT 3 -1/2 FROM ENDS AND 10° O.C. MAX. 3/16" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLAZING OPTIONS WINDOW WIDTH L WINDOW WIDTH 9I WINDOW WIDTH WINDOW WIDTH X 1-1/4" SMS AT 3 -1/2" FROM ENDS AND 10" 0.C. MAX. GLASS -TYPE WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.( +) 1 NT.( -) F t (+) 1 1 NT.( -) 24" 30" 36" 42" 48" 54° 60" 66° 72" 36" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 24" 30" 39" 42 "° 48" 54° 60" 68" 72" } 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75,0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 24" 30" 36" 42" 48" 54° 60" 66" 72° ° 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 60.2 84.2 80.0 90.0 24" 30° 36° 42" 48" 540 60 "1 72" _ 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 1 80.0 ■ 90.0 24" 30" 36° 42" 48" 54" 75.0 80.0 80.0 • 90.0 75.0 80.0 80.0 90.0 84 " 75.0 80.0 80.0 90.0 70.0 70.0 80.0 90.0 65.8 65.6 80.0 90.0 64.3 64.3 80.0 90.0 24° 30" 36° 42° 48",. , 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 96" 75.0 76.2 80.0 90.0 64.6 64.6 80.0 90.0 , .. ..59,9,,, • 58.9, _... ,130.0 ..,,, ...90.9,, v_ 24" 30" 36" 42" 75.0 80.0 80.0 90.0 108° 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 61.5 61.5 80.0 90.0 24" 30" 36" 75.0 80.0 80.0 90.0 120" 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.( +) 1 NT. ( -) EXT.( +) 1 NT.( -) 26 -1/2" 37" 53 -1/8" 74" 26" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26 -1/2" 37" 53 -1/8" 74" 38 -3/8" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26 -1/2" 37" 53 -1/8" 74" 50 -5/8" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 71.3 76.0 80.0 90.0 71.3 73.1 80.0 90.0 26 -1/2" 37° 53 -1/8" 63" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 67.9 72.5 80.0 90.0 26 -1/2" 37" 53 -1/8° 76" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 67.9 69.9 80.0 90.0 ii L 1 e NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE .;BASED.. ON ASTM E1.300 -04 (3 SEC. GUSTS).. CIVIL FI.AA, ;PEr '] 70592 1 ! . ; Ct� '3538 PRODUCT REVISED Bonding the FIOYfit111 Acaop ave D No Q ~ 00 a h Q d p ( o tor: ul < r C a 1 Mt4 1 th 1 0 n U m a 8 d1 F t 0 N U drawing no. W09-20 (sheet 2 of 5 ) 4 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • b 4.a 4 .. 4 4. 4 4. i! 11 i! :I 11 ii 11 !i 11 i! I1 11 nr 1! 1! 1i 11 11 it 4' .4 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE ten_ yam TYPICAL ANCHORS SEE ELEV. FOR SPACING a to MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. v• 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 =OOD BUCK OR WOOD ST`. URE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON BY 'ITW (Fu' 120 KSI, Fy =92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY I_ 1 -1/4" MIN. EMBED INTO CONC. OR_MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1)14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULUONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. r-77.1 VAD f�f?: E 10592 C.A,N. P 538' • t; 1::.. r• PRODUCTi •s as complying with the Florida -ltufldfitg Code Acceptance No _ ` P 2 ^ .25 Dat= tTi;:" '1//r/ / :104111U z a o 8g h p d 4 O0.4a 0 °aka stMee 4(62 vv.., -rvvl •V7 drawing no. W09-20 (sheet 3 of 5 ) .- - ITEM # PART # READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 FY302 AS RECD. GLAZING BEAD- 7/16" GLASS 6063-T6 - 3 FY303 AS RECD. ANCHOR COVER 8083-T5 - 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 RD - 50 1 GLASS SPACER - 1/8" HIGH SIUCONE FRANK LOWE 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 1/8" THK. ALUM STRAP WELDED JOINTS MIAMI- DADE COUNTY APPROVED MU WON SEE SEPARATE NOA RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4" MAX 1/4" MAX. SHIM SHIMS 1/4* MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING C MOD BIN WOOD STRUCTU II =;=-' %; - • - 416 --7;E-4111=11= METAL STRUCTURE EXTERIOR 1BY WOOD BUCKS OPG. drawing no. W09-20 WINDOW WIDTH sheet 4 of 5 ) ire 1 LW yyyJV W aM 4 ZI, $$ o a .6i Wn� pdri ) ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING 9 . A. ■ �GM;ill d TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL . STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLWH FRAME ADAPTER ..as complying with the Florida Building Code Acaeptanoe N !2- x ration Miami Product Coatr,' 2 9 V! A C a v 49 4 N 15 f-1 8S eS 0 Q m O_ V ) drawing no W09 -20 (sheet 5 of 5 DRAWING DOCUMENT REVIEW SHOP The documents have conformance the design � � reViewed ter and documents- The mat contract dimer►si confirming and correlating aB guanacos and dirnendc� and fabrication and Ir other arc: q trades. of this trade with Construction KEN 1t NC EXCE_: TIGUS T A alC - TflRlSj REJECTED ip'�� , RESU > A Taquechef Associate _ Architects - Engineers s , Inc. 4848 S. W. 74th Court, - Planners Tel: (305)663..9688 X (305.144_13-1190 FL 3315 RA LC. No. AR-0004668 FAX -G02t Htpp : /,q,a,yr.taquecheI i ) (sheet 1 of 16) FALSE MUNTIN OPTIONAL 282 13/16" 42 1/8" O.L. OPG. ANCHORS IN PAIRS AT HEAD /SILL/JAMBS FRAME WIDTH 6" MAX. AT STILE ENDS -- tI----- -1�= =- ADDL. PAIR OF ANCHORS FOR WOOD INSTALLATIONS ONLY SEE CHART ON SHEET 8 FOR CAPACITY 18" MAX. HEAD /SILL SEE SHEET S 6" MAX. HEAD /SILL CORNERS /. // // //, REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 7 FOR CAPACITY /. // // /A / // //. to 10 _ - z POCKET JAMB (SEE SHEET 4 & 6 & DETAIL M ON SHEET 13) (1) WEEP CLUSTER 8" 8" (2) WEEP CLUSTER THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 150 SENTINEL ALUMINUM SLIDING GLASS DOOR APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE . ZONE :,� :•. _ •b:.... _.. , .... , 1 BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. S (2) WEEP CLUSTER 48 1/8" PANEL WIDTH TYPICAL ELEVATION REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FOR THE GLASS TYPE AND REINFORCING TO USE. PRODUCT REVISED as complying with the Florida USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION Building Code WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIEDAceeptaneo No IN STEP 1 ABOVE. Date IV MA THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 By r SHALL APPLY TO ENTIRE SYSTEM. 1l a D.L. OPENING D.LO HEIGHT = DOOR HEIGHT — 9 11/16" D.L.O. WIDTH = PANEL WIDTH — 6" tn die ''o U LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE /SMALL MISSILE IMPACT Engr. JAVA!) AHMAD CIVIL FLA. PE # 70592 CAN. 538 C 052012 m U Q zd a. U FAX. (305) 593 -6592 0 a, M U) 0 M C O a 0 m UPDATED TO 2010 FBC 8 a .0 al C 0 .al v a, 0 G 0 0 0 N 0 ♦C U 0 W 0 0 1 a N • drawing no. W10 -31 (sheet 2 of 16) FALSE MUNTIN OPTIONAL 190 9/16" ANCHORS IN PAIRS AT HEAD /SILL /JAMBS DOOR FRAME WIDTH 6° MAX. AT STILE ENDS ADDL PAIR OF ANCHORS FOR WOOD INSTALLATIONS ONLY SEE CHART ON SHEET 8 FOR CAPACITY 18" MAX. HEAD /SILL SEE SHEET 8 6" MAX. HEAD /SILL CORNERS 8" (1) MEP CLUSTER 8" 8" (2) MEP CLUSTER 8" REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 7 FOR CAPACITY 42 1/8° D.L. OPG. 48 1/8" 42 1/8" D.L. OPG. 48 1/8" PANEL WIDTH PANEL WIDTH .}8° 8° 8" (2) MEP CLUSTER (2) MEP CLUSTER (1) MEP CLUSTER TYPICAL. ELEVATION (TESTED UNIT) REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. PRODUCT REVISED as complying with the Florida Building C. 12 -082 140 Lo/c i0 m 3z 4 0 D.L. OPENING D.L.O HEIGHT = DOOR HEIGHT — 9 11/16" D.L.O. WIDTH, _ ., PANEL WIDTH — 6" Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 005812 O 0 ILO ro aio N a C6 O adg O WCII - O J c )< I v 0 0 0 3 1 oL Ow Ix N = fV 0 3 u NM ics o CI Zzfa-11 0 o FAX. (305) 593 -6592 C 0 C U a G) V 0 F. W w PER RER COMMENTS a I 43 0 0 d 0 N Ci 8 9 a 0 0 scale: 1 /2 "m 1 . —O 0-1 t drawing no. W1 0-31 NI - -- ri-- . - - --I1 I 1 =_ I H1 1 ,. /1. D.L. C R � �_1 - ____am = = = =1- 1= = =_ 1 1 1 1 II II .I II 81 8" (1) MEP CLUSTER 8" 8" (2) MEP CLUSTER 8" REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 7 FOR CAPACITY 42 1/8° D.L. OPG. 48 1/8" 42 1/8" D.L. OPG. 48 1/8" PANEL WIDTH PANEL WIDTH .}8° 8° 8" (2) MEP CLUSTER (2) MEP CLUSTER (1) MEP CLUSTER TYPICAL. ELEVATION (TESTED UNIT) REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. PRODUCT REVISED as complying with the Florida Building C. 12 -082 140 Lo/c i0 m 3z 4 0 D.L. OPENING D.L.O HEIGHT = DOOR HEIGHT — 9 11/16" D.L.O. WIDTH, _ ., PANEL WIDTH — 6" Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 005812 O 0 ILO ro aio N a C6 O adg O WCII - O J c )< I v 0 0 0 3 1 oL Ow Ix N = fV 0 3 u NM ics o CI Zzfa-11 0 o FAX. (305) 593 -6592 C 0 C U a G) V 0 F. W w PER RER COMMENTS a I 43 0 0 d 0 N Ci 8 9 a 0 0 scale: 1 /2 "m 1 . —O 0-1 t drawing no. W1 0-31 C 0 a y O U r-� 0 O ac (sheet 3 of 16) FRAME WIDTH PANEL WIDTH EXTERIOR FRAME WIDTH XXXXXX (SHOWN) OXXXXO EXTERIOR PANEL WIDTH FRAME WIDTH PANEL WIDTH XXXXXX (SHOWN) OXXXXO EXTERIOR APPROVED CONFIGURATION5 NON — POCKETED DOORS (NON—REINFORCED SHOWN) THREE (3) TRACKS c 1 N to cn ce o Ow L NN ° po'`P 'rn zz 3 §o o V! C 0 0, > C.) 0 C 0 N_ 0; N 8 W N 0 r 4 052012 9 drawing no. W10 --31 FrANEL WIDTH DOOR FRAME WIDTH 11111111111_L1_ EXTERIOR PXXX(SHOwN) XXXP RANEL WIDTH DOOR FRAME WIDTH Z W aa. Mo Ow O. Ig 0 o ti oaao o yto-E egg 0 Qw•3LL LL. Zy- 0 Ma PXXXXXXP (SHOWN) EXTERIOR DOOR FRAME WIDTH FAX. (305) 593 -6592 c PXXXXXX(SHOwN) PXXXXXO XXXXXXP OXXXXXP EXTERIOR PANEL WIDTH POCKET CAVITY NOT BY CGI NOT -PART OF THIS NOA C 0 a N m 'O z APPROVED CONFIGURATIONS POCKETED DOORS (NON - REINFORCED SHOWN) THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. .0 N 0 0 O 0 c N N W N O • Jr. 0 2012 drawing no. W10 -31 sheet 4 of 16 MAX. FRAME WIDTH EXTERIOR XO (SHOWN) OX PANEL WIDTH MAX. FRAME WIDTH XX #8 X 3/4" SMS AT 24" O.C. MAX. FRAME WIDTH EXTERIOR PANEL WIDTH OXO (SHOWN) OXO (REVERSE) MAX. FRAME WIDTH OXXO XXXX (SIMILAR) APPROVED CONFIGURATION$ NON — POCKETED DOORS (REINFORCED SHOWN) TWO (2) TRACKS EXTERIOR PRODUCT REVISED as complying with the Florida Aa.�,� > anf C eD, N o !Z >—iJJf . /Qt• 1G Miami Dade 052012 drawing no. W10 -31 (sheet 5 of 16 r 1 i Ht L1 PXX (SHOWN) XXP POCKET CAVITY NOT BY CGI rNOT PART OF THIS NOA I ly IU 1 a l L DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH PXXP DOOR FRAME WIDTH EXTERIOR POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. PRODUCT REVISED as complying sb Budding the KInrl RR Code Acceptanco No It PXXXX (SHOWN) PXXXO XXXXP OXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON - REINFORCED SHOWN) TWO (2) TRACKS -ilia' ,..r 11f Dade Product Contra Engr. JAVAD AHMAD CM. FLA. PE # 70592 C.A.N. 3538 ZS J N o O w ct � u, (Ni p '= NM m Q . M rn Zz172, • o p 5 M o FAX. (305) 593 -6592 a, 0 c C a V N W a w 6 z W 0 N O O N g N 0 c 0 W r—\ date: 05 -20 -10 ) drawing no. W10 -31 sheet 6 of 16) DESIGN LOAD CAPACITY - PSF (GLASS) PANEL. WIDTH INCHES DOOR HEIGHT INCHES GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'B1' INTERLOCKS W/O REINF. INTERLOCKS WITH REINF. EXT.(+) INT.( -) EXT.( +) INT.( -) 24 -1/8 30 -1 /8 38 -1/8 1 } 42 -1/8 ;48-1/8) 54 -1/8 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 60.0 60.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 60-0 60.0 80.0 80.0 24 -1/8 30 -1/8 36 -1/8 42 -1/8 48 -1/8 54 -1/8 84 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 24 -1 /8 30 -1/8 38 -1 /8 42 -1/8 48 -1 /8 90 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 24 -1/8 30 -1/8 38 -1/8 42 -1/8 48 -1/8 96 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. INTERLOCKS W/O REINF. PANEL WIDTH INTERLOCKS WITH REINF. PANEL WIDTH PANEL WIDTH EXTERIOR 3/16" ANN. GLASS .075° 'Saflex CP- Soflex and Soflex HP Composites Gloss Interlayers With PET Core' by Solutia Inc. Or .090" 'Saflex Clear and Color Gloss Inetrlayers' by Solutia Inc. Or .090" 'DuPont SentryGlas Interlayer' by E.I. DuPont DeNemours & Co. 3/16" HEAT STREN'D GLASS SIUCONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ON UTES WIDER THAN 36" EPDM DUROMETER 85±5 GLASS TYPE 'A' 'L 7/10" OVERALL LAM. GLASS) 3/16" HEAT STREN'D GLASS .075" 'Saflex •CP- Saflex and Saflex HP Composites Glass Interloyers With PET Core' by Solutia Inc. Or .090" 'Saflex Clear and Color Glass Inetrloyers by Solutia Inc. Or .090" 'DuPont SentryGlas Interlayer' by E.I. DuPont DeNemours & Co. 3/16" HEAT STREN'D GLASS SIUCONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 rto GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SETTING BLOCKS AT 1/4 POINTS ON UTES WIDER THAN 36" EPDM DUROMETER 85 ±5 3/8" AIR SPACE 3/16" TEMP. GLASS EXTERIOR 3/16" ANN. GLASS .075" 'Saflex CP- Saflex and Saflex HP Composites Glass Interloyers With PET Core' by Solutia Inc. Or .090" 'Soflex Clear and Color Glass Inetrlayers' by Solutio Inc. Or .090" 'DuPont SentryGlas Interlayer' by E.I. DuPont DeNemours & Co. 3/16" HEAT STREN'D GLASS SIUCONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 3/8" AIR SPACE 3/16" TEMP. GLASS GLAZING OPTIONS PRODUCT REVISED as complying with the Florida adding Cede 9 No Me` FOR STD. SILL WITHOUT RISER UMIT EXT. ( +) LOADS TO 60.0 PSF FOR SILL WITH RISER MAX. EXT. ( +) LOADS ARE 80 PSF SETTING BLOCKS AT 1 /4 POINTS ALL SIZES EPDM DUROMETER 85 ±5 GLASS TYPE 'Al' 1° OVERALL INSUL. LAM. GLASS 3/16° HEAT STREN'D GLASS GLASS CAPACITY CHARTS 1l_ 12,llk)- AIR SPACE CONSISTING OF; SPACER; :0045" THK. ST. STEEL SPACER AROUND THE PERIMETER OF THE GLASS. .075" 'Saflex CP- Saflex and Soflex HP Composites Glass Interloyers With PET Core' by Solutia Inc. Or .090" 'Saflex Clear and Color Glass Inetrloyers' by Solutia Inc. Or .090" 'DuPont SentryGlas Interlayer' by E.I. DuPont DeNemours & Co. 3/16" HEAT STREN'D GLASS SIUCONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85±5 GLASS TYPE 'B1' 1° OVERALL WSW- LAM. GLASS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED -ON ASTM El 30'0 -04 (3 'SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 Engr. JAVA() AHMAD CIVIL FLA. PE # 705992 CAN. 538 LiesU Z I- W Qa N 0w `. ce0 u. Ot g d CI;`"8 0 o. < et 0 eatr3E N p < E w W yj 4. z t0 C J a co COMP —ANL \W 10 -31 CGI (305) 593 -6592 in C 0 C 0 a V N '0 0 z m a. a tt 6 8 W a .0 U, 0 Of 0 O 0 N N 0 0 LC W date: 05 -20 -10 scale: 3/8" = 1" drawing no. W10 -31 (sheet 7 of 16 ) sheet 8 of 16) TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR :QUANTITIES • ISfd 4 Q 4 -. .eo 2BY WOOD BUCKS SEE NOTE SHEET 1 ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES TYPICAL ANCHORS; SEE ELEV. FOR SPACING - TYPE 'A'- TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES 1BY WOOD BUCKS SEE NOTE SHEET 1 CHOR TYPE A ?_ 1-BY -WOOD BUCKS INTO 3 KSI CONCRETE 2 mN TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES EDGE' disr: 4 Mine e. a °• ° )11A11; - - -emu- WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND - TRANSFER THEM TO THE BUILDING STRUCTURE. -• - • - -AT HEAD- - - f /4$ DIA. ULTRACON BY 'ELCO' /(Fu =177 KSI, Fy=1 55 KSI) THRU- 1BY RUCKS INTO CONCRETE 11 -1/4" MIN. EMBED INTO CONCRETE1 THRU 2BY BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE I TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy=155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE 'C'- #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • L__ - - ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE - • - - - AT JAMBS- - - - . TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy=155 K51) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE '8'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 K51, Fy =155 K51) DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- i14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MUWONS (1/8" THK. INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR L_ - -' -AT SILL - - - • TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy= 155 KSI) DIRECTLY INTO CONCRETE 1 -1/4" MIN. EMBED SILL RISERS SEE SHEETS 9, 9A, 11 & 11A FOR DETAILS AND SHEET 7 FOR CAPACITY v ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE ANCHOR EDGE DISTANCES INTO CONCRETE OR MASONRY = 1" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE w `�� • , • POURED HARDENED NO- METAWC /NON - SHRINKAGE HIGH STRENGTH GROUT f'c = 5000 PSI MIN. NOT BY C.G.1. MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES MIN.) PAINTED) INSTALLATION CONDITIONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH STD. OR ALTERNATE FRAME HEAD AND SILL. TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES 2 TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES EDGE METAL STRUCTURES -- -- - -- -- �� J ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MUWONS DESIGN LOAD CAPACITY - PSF (ANCHORS) PANEL WIDTH INCHES DOOR HEIGHT INCHES ANCHORS TYPE 'A' ANCHORS TYPE 'B' & 'C' CLUSTER OF CLUSTER OF 4 6 4 24-1/8 30-1/8 36 -1/8 42 -1/8 48-1/8 54-1/8 80 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 84 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 75.9 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48 -1 /8 90 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 73.7 80.0 80.0 24 -1 /8 30 -1/8 36 -1 /8 42 -1 /8 48 -1 /8 96 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 74.1 - 80.0 67.5 80.0 80.0 * INTERPOLATION BETWEEN WIDTHS AND HEIGHTS ACCEPTABLE NOTE: ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS CHARTS ON SHEET 7 LOWER APPLICABLE VALUES CONTROL. * . THIS SIZE ONLY USE CLUSTER OF 6 FOR ANCHOR TYPE B Engn JAVA!) AHMAD CML FLA. PE # 70592 C.A.N. 3538 RUDUCTREViSED es complying with the F Btolsrmg Code Acceptance No • a J a. 0 0 t 1 a FAX. (305) 593 -6592 0 rn a I_ V! c 0 .U, Y Q. v N d a 8 2 m z 0 W F. m 0 0' N Q O 03 O r 9, 0 C U W sn e M u drawing no. W10 -31 0 SEE SHEET 8 FOR ANCHORS EDGE DIST. Q 3 1/2" MIN. G a • II 11� ! ...� 0 w x a 0 J c EXTERIOR • a, .a EDGE * DIST. ••- •••.. ..... •• • • • e C • • 3 1/2: • , • '41., MIN. . SEE SHEET 8 FOR ANCHORS • I1 a WEEP SIZE 1/4" X 1/8" REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL II J SILL RISER READ. FOR LOADS ABOVE +60 PSF SILL RISER READ. FOR LOADS ABOVE +60 PSF 1 Engr. JAVAD AHMAD CIVIL FLA, PE # 70592 CAN. 3538 THREE (3) TRACK DOOR DETAILS EC 0 6 Z01Miami Dade Product Control 'RODUCTREVISED )s complying with the Florida loading Code AGNintacQ No MEW fa kiso V FAX. (305) 593 -6592 C 0 0. U a0i 0 0 z m W a rc 5 8 N 2 a .0 0 O CO N O O O N N O N 0 C 0 ti II M I drawing no. W10 -31 (sheet 9 of 16 ) x 0 0 C, w z EDGE DIST. E13.1 a. 0 —4 a4. 1 3/4" MIN. 0 ►.r SEE SHEET 8 FOR ANCHORS M 1 1 i; P ET1.1 i$Il 1 r 1 r ,,..„, 0 ii.„, 1 i , 0 EDGE 01ST: MIN. . SEE SHEET 8 FOR ANCHORS li It II Ii It i� Ih 11111111 II. I'1f;l 4) 111 WEEP SIZE 3/4" X 3/16" REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS SILL RISER REQD. FOR LOADS ABOVE +60 PSF DECORATIVE SILL COVER OPTIONAL SILL RISER REQD. FOR LOADS ABOVE +60 PSF Engr: JAVAD <dIMAD CmL FLA. PE # 70592 CAN. 3538 PRODUCTREVISED ALTERNATE THREE (3) TRACK DOOR DETAILS &. withtb for ice No a 0 U c 8 N 0 43 FAX. (305) 593 -6592 C 0 0. L. V aa, 0 to 2 N N r aQ co drawing no. W10 -31 sheet 9A of 16 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2° MAX. LOAD BEARING SHIM PANEL WIDTH D.L.O. W 0 0 D.L.O. D.L. OPG. EXTERIOR PANEL WIDTH PANEL WIDTH 1X6 OR LARGER WOOD BUCKS 1/2° MAX. LOAD BEARING SHIM TYPICAL ANCH SEE E FOR SPACI DOOR FRAME WIDTH 2X6 OR LARGER WOOD BUCK OR WOOD STRUCTURE 0 DOOR FRAME WIDTH 1/2" MAX. LOAD BEARING SHIM #10 X 1 -1/4° SS PH SMS 1 PER CUP #8 X 3/4" SS FH SMS 1 PER CUP TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR DOOR FRAME WIDTH PRODUCT REVISED as complying with the Florida No ..08.2 I. Po 1/4° MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Maid Dade Product Control THREE (3) TRACK DOOR DETAILS EXTERIOR 0 5 2012 drawing no. W1 0-31 ) SEE SHEET 8 FOR ANCHORS EDGE DIST. Qe I 3/4" 3 KSI CONC. a 0 EXTERIOR II II It I; II li II :1 I1 II 1. LI i rte' 'd a e. m 3 KSI CONC. EDGE DIST. l . 3/4" 4, SEE SHEET 8 FOR ANCHORS W S m N 0 SEE SHEET 8 FOR ANCHORS EDGE DIST. 4a as e • EXTERIOR 3 KSI CONC. e o Q2 I; I I II I! It It :I It II 111 • O PANEL HEIGHT SILL RISER READ FOR LOADS ABOV= +60 PSF WEEP SIZE 1/4" X 1/8" REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. PRODUCT REVISED complying � the Florida B Code Acceptant No 1.54 3 KSI CONC. By Miami Dada Product Control SEE SHEET 8 FOR ANCHORS TWO (2) TRACK DOOR DETAILS Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 CO O 111 a a p I. U. 0 01 4; DOOR HEIGHT SEE SHEET 8 FOR ANCHORS z h nomMOH „•� m 11 camor- o; Vii" r.!' Or a. O J O • Id W MIN. 4 4 3 KSI CONC. SEE SHEET 8 FOR ANCHORS DOOR HEIGHT SEE SHEET 8 FOR ANCHORS i b 0 EXTERIOR =! 1 ap !I ii i! .1 it II it :1 C, a 0 1 PANEL HEIGHT an RISER FOR LOADS c +60 PSF WEEP SIZE 3/4" X 3/16" REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. PRODUCT REVISED as complying with the Florida Building Code � Acceptance No f Date 3 KSI CONC. BY ..yams Dade Product SEE SHEET 8 FOR ANCHORS 16 ALTERNATE TWO (2) TRACK DOOR DETAILS Engr. JAVA° AHMAD CIVIL FLA. PE U70592 C.A.N. 3538 Z co o� c W N to < 0. oi re p OW O M as Cr CI u. 0 O'O�> M 8 O a.< ri o 4 1.- - i CO Ir O CC < W •> U. •r IA J cocoa .. C, v a 0 U 1 U) o L O w to _ (V ?.NK, CI 3M o, Z _ o 3 PAX. (305) 593 -6592 C O a co U a 8 a HEAD & SILL REVISED w rc a f/J V mas Q N a C O • 0 O N ci t0 .- G W O N O 0 m scale: 3/8 = 1" 0 drawing no. W10 -31 sheet1 lAof 16 ) ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIM #10 X 1 -1/4" SS PH SMS 1 PER CUP PANEL WIDTH PANEL WIDTH ®® 1 PER CLIP #8 X 3/4" SS FH SMS .4„ zrza �•• -pis O.L.O. D.L.O. D.L.O. PANEL WIDTH 1BY WOOD BUCKS SEE NOTE SHEET 1 1/2" MAX. LOAD BEARING SHIM TYPICAL ANC SEE E FOR SPACI 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 DOOR FRAME WIDTH 1/2" MAX. LOAD BEARING SHIM EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date • its Product Contra 1/4" MAX. LOAD BEARING SHIM TWO (2) TRACK DOOR DETAILS Engr. JAVAD AHMAD CIVIL FI.A. PE # 70592 CAN. 3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE V O tow tb N gr. a N Od 8 o 8 LL Vo ■;1 oo< te • 1 .0 ros IL U) - o JoOg < W42 0 N) 1 J a U t a O m C O a a. N O 0 W 2 m O N 0 c C N 4 N 0 N a OD U drawing no. W10 -31 (sheet 12 of 16 POCKETED JAMB TYPICAL ANCHORS TYPE A, B OR C AT 6° FROM ENDS AND 9" O.C. MAX. 1 -1/2° MIN. WOOD EMBED 1-1/4° MIN. BLOCK EMBED 1 -3/4° MIN. CONC. EMBED 1/8" MIN. METAL THICKNESS CONC. 7 WOOD METAL 1° MIN. EDGE DIST. i mx o a sal EXTERIOR POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ TYPICAL PAD PILE INSTALATION LOCATION TYPICAL AT PANEL 4 CORNERS IJCT REVISED II3tying with the Florida Code No "r1i u e Date 0 %ff4 Engr. JAVA!) AHMAD CML FLA. PE # 70592 CAN. 3538 M 1 0 a 0 8 M d ow GI- to 3 N r) if Zz�� o LAI Q c ) in 0 C `i C 0 w+ a .` U N 0 tg s 0 0. a 13 z In it .0 0 N O 0 O N 0 .N- U _Q U- c ) date: 05 -20 -10 a M O U drawing no. W10 --31 (sheet 13 of 16 PROD ascon Accep O O l IJCT REVISED II3tying with the Florida Code No "r1i u e Date 0 %ff4 Engr. JAVA!) AHMAD CML FLA. PE # 70592 CAN. 3538 M 1 0 a 0 8 M d ow GI- to 3 N r) if Zz�� o LAI Q c ) in 0 C `i C 0 w+ a .` U N 0 tg s 0 0. a 13 z In it .0 0 N O 0 O N 0 .N- U _Q U- c ) date: 05 -20 -10 a M O U drawing no. W10 --31 (sheet 13 of 16 L. .860 4.735 -.070 .847 FRAME HEAD (2 TRACK) 1.250 �_, t-.070 .860 4.735 .915 1.250 ALT. FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 1.250 13.1 ALT. FRAME HEAD (3 TRACK) 4.735 Et FRAME SILL (2 TRACK) .640 4.735 _cm.' .075 5.921 0 FRAME SILL (3 TRACK) 4.250 .070 0 TOP /BOTTOM HORIZ T_____ .675 .995 .050 .975 i --i -c-1 Ii 1.184 F�- GLAZING BEAD LAM. GLASS 320 .995 ,050 975 1.184 GLAZING BEAD INSUL. LAM. GLASS 3.000 .070 1.490 1 1.415 2.005 MANN STILE .725 .065 .664 ,z: .125 FIX. PANEL CUP E1.1 ALT. FRAME SILL (2 TRACK) f 5.921 ALT. FRAME SILL (3 TRACK) 3.750 2.755 .125 c -ter- -- INTERIOR INTERLOCK SILL RISER (OPTIONAL) 0 EXTERIOR INTERLOCK (OPTIONAL 1.340 3.255 n e -�{ 4.250 TOP /BOTTOM HORIZ (OPTIONAL) 1.870 .070 OUTER TRACK ASTRAGAL STILE 1.255 2.005 ASTRAGAL STILE E4 EXTERIOR INTERLOCK .582 f POCKET HOOK 3.750 2.755 F.125 1.610 1.870 3572 .070 1.255 2.005 ASTRAGAL (OPTIONAL) 3.000 .070 1.490 1.415 2.005 ® MAIN STILE (OPTIONAL) INTERIOR INTERLOCK (OPTIONAL) � 1.825I .125 1.310 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL .625 1.920 2.670 .625 SILL COVER(OPTIONAL) .625 SILL RISER (OPTIONAL Engr. JAVAD, AHMAD CML FLA. PE # 70592 C.A.N. 3538 u 0- W g a a cc G �j d O M th Glop re 12 0 J Clin g 61E FAX. (305) 262 -6978 g O COMP- ANL \W10 -31CG1 a a 53 N O� F cn xr NK1(0 py�rn Zz - o 0905 -1 U -: I FAX. (305) 593 -6592 in C 0 C 0 a •U d 43 Ld U C 0 41 w U Z .0 0 0 '0 Of N 0 0 0 N N 0 N N 0 O 0 n 0 drawing no. W10 -31 sheet 14 of 16 (sheet 15 of 16) CODE El E1.1 E2 E3 E3.1 E4 E5 E6 E7 E8 E8.1 E9 El 0 Ell PART No. CGI- 183 CGI- 150 CGI -151 CGI- 186 CGI -152 CGI -153 CGI -154 CGI -155 CGI -156 CGI -157 CGI -181 CGI -158 CGI- 159 CGI -182 DESCRIPTION FRAME SILL 2 TRACK ALT. FRAME SILL 2 TRACK • FRAME JAMB 2 TRACK FRAME HEAD 2 TRACK ALT. FRAME HEAD 2 TRACK EXTERIOR INTERLOCK INTERIOR INTERLOCK MAIN STILE TOP & BOTTOM HORIZ SILL RISER ALT. SILL RISER(OPTIONAL) ASTRAGAL INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") FRAME SILL 3 TRACK MATERIAL 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T-& MANUF. CC! EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER REMARKS E11.1 El 2 E13 E13.1 El 4 El 5 El 6 Ell El 8 El 9 CGI -160 CGI -161 CGI- 185 CGI -162 CGI -168 CGI -170 CGI -121 CGI- 123 CGI -153A CGI -154A ALT. FRAME SILL 3 TRACK FRAME JAMB 3 TRACK FRAME HEAD 3 TRACK ALT. FRAME HEAD 3 TRACK OUTER -TRACK ASTRAGAL POCKET HOOK 7/16° GLASS GLAZING BEAD 1 GLASS GLAZING BEAD EXTERIOR INTERLOCK (OPTIONAL) INTERIOR INTERLOCK (OPTIONAL) 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T5 6063 -T5 6063 -T6 6063 -T6 CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER E20 £21 CGI -155A CGI -156A MAIN STILE (OPTIONAL) 6063 -T6 TOP & BOTTOM HORIZ (OPTIONAL) 6063 -T6 CGI EXTRUDER CGI EXTRUDER E22 E23 E24 E25 E26 E27 CGI -158A CGI- 168A CGI -180 CGI -184 CGI -187 CGI -188 ASTRAGAL (OPTIONAL) OUTER -TRACK ASTRAGAL (OPTIONAL) DECORATIVE SILL COVER (OPTIONAL) 2 & 3 TRACK FRAME SILL SCREW COVER 2 & 3 TRACK FRAME HEAD SCREW COVER FRAME JAMB SCREW COVER (OPTIONAL) 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T5 6063 -T5 CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER M1 M2 CGI -382V CGI -171C GLAZING BULB VINYL (DUROMETER 75 -80 SHORE A) FIXED PANEL CUP (2 -1/2" LONG) PVC 6063 -T5 M2.1 CGI -171 M3 CGI -173 ALT. FIXED PANEL CUP (2 -1/2" LONG) FIXED PANEL SHIM 6063 -T5 NYLON M10 M11 M12 CGI -176 W23201NG CGI -177 FRAME HEAD ANTIUFT & PAD PILE PILE WITH CENTER FIN PANEL TOP & BOTTOM DUST PILE M13 TA -51 M14 SGD -500 ST /ST ROLLER MORTISE LOCK WOOL /NYLON WOOL WOOL /PVC M14A PSO1- 0036 -117 MORTISE LOCK M15 SGD -507 M15A SGD -507N MI 6 M 1-6A- M17 M18 M19 M20 M21 M22 SGD -503 PSO1 -0036-117 SGD -5500 SM2300WH KEEPER KEEPER RECESSED ADAPTOR RECESSED ADAPTOR HANDLE SET HANDLE SET OPTIONAL SULUVAN ULTRAFAB OR EQUIV. SULUVAN 2 ® FIXED PANEL 2 ® FIXED PANEL 2 PER FIXED PANEL 1 PER INTERLOCK /ASTR. ST /ST AMESBURY OR EQUIV. ST /ST SUWVAN ST /ST ZINC ZINC ZINC ZINC INTERLOCKS 2 PER PANEL ATTACHED TO SGD -503 ATTACHED TO M16A ZINC ZINC SULLIVAN INTERLOCKS SULUVAN INTERLOCKS SUWVAN /INTERLOCKS SULLIVAN INST. W/ 2 #10X3/4" PH INST. W/ 2 #10X3/4° PH INST. W/ ,2: j1 0,X3/¢" FH. - INST. W/ 2 #10X3/4" F-1 SCS2000 SILPRUF CGI -177 CGI -174 SEALANT PANEL TOP & BOTTOM DUST PILE HEAD AND SILL SMALL PILE PAD SIUCONE WOOL WOOL GE SULLIVAN OR EQUIV. ULTRAFAB OR EQUIV. 4 PER PANEL CGI -175 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK /ASTRAGAL S2 #10 X 1 1/4° LG. PHL. PH. SMS. ST /ST. ASSEMBLY SCREW 2 OR 3 PER CORNER FRAME JAMB (2 TRACK) 510 I .060 .260 �l -�I .640 0 FRAME HEAD COVER .640 .344 060 FRAME SILL COVER 5.951 .065 .080 .625 —I FRAME JAMB (3 TRACK) .243 .060 1.791 @ FRAME JAMB COVER M2.1 ALT. FIX. PANEL CLIP .340 LOCK: LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM SS MORTISE LOCK (PART #SGD -500) (PS01- 0036 -117) ZINC RECESSED ADAPTOR . (PART #SGD -503) (PS01- 0036 -- 117) -. ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGD -507) (PART #SGD -507N) PRODUCT' REVISED as complying with the Florida Building Code Acceptances No sue Ael.P BY Miami Dade Pro • act Engrn JAVA) AMA() CIVIL FLA. PE # 70592 CAN. 3538 m‘u � � N < O. N it 0 la o. g re a IL pt o a e~1 0o.<8 O E _j N re 1',1• z— v� Q W ei -i R U I 0 a. U t in 0 Vl t. C "?.= 0 -0 W 6 0 zz NO CHANGE THIS SHEET .0 0 0 0 0 0 0 N N S N v N 0 v -0- , . 0 scale: 3/8" o 1" U drawing no. W10 -31 ) (sheet 16 of 16) FRAME TOP CORNER 3 TRACK SHOWN CD FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER 3 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN PRODUCT REVISED Florida as complying Building No ExP :,, Date PANEL TOP /BOTTOM CORNER MITERED BEAD CORNER (TYPICAL) "'PANEL TOP /BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) Engr. JAVAD AHMAD CIVIL FLA, PE # 70592 C.A.N. 3538 J `z r • w 0 r O t cID aow O a(,5 ct o Q �3LL IL ZN= 4612 8 8 U M 0 ZJ Q a. O U a 2 N U, a) r U, o 0w O Ia = N N 0 M m Zz, $o _o _o .-- ° g' ( N C 0 0 C 0 M G to m .d 8 rc P. a N 0 0 N_ of N 8 0 N 0 C 0 i 0 a) 0 v° a ) drawing no. W10 -31 1 SHOP DRAWING DOCUMENT REVIEW These documents here been relllewed for conformance with the design concept and Intent and general compliance wtth the cordrad documents. The contractor is responsible for confirming and correlating ell quantifies and dimensions, fabricstlon and construction methods, and coordination of this trade with all other appticaNe Lades. NO EXCEFH'IONS TAKEN KAKECORRECTIONS lIaliATED( p) ECTED /RESU // �3 .R'7 A. Taquechel Assents 1s, Inc_ Architects - Engineers - Planners 4548 S. W. 74th Court, Miami FL 33155 Tel: (305)663 -9688 FAX (305)448 -1198 RA. LXC. No. AR-0004698 FL AA- 0002021 Htpp: / /www.taquechel. 2.000 .125 2.000 > CUP ANGLE 6063 —T5 .715 1.875 L 4.000 .125 MULLION CLIP FOR 1 BY TUBES CGI -383 6063 —T6 (ALT. TO 2 PIECE CLIP) 1.700 2.000 4.000 .125 MULLION CLIP FOR 2BY TUBES CGI -395 6063 —T6 (ALT. TO 2 PIECE CLIP) 6.000 L..-- 2.000 INSTRUCTIONS; USE CHARTS AND GRAPHS AS,. FOLLOWS. STEP 1 STEP STEP 3 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 2.000 3.000 .000 1.000 L MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6063 —T6 MIN, as complying RENEWED Building C� I 1 l� t �YIt" $ I,. By Miami Dade P,".' .^ MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS 1.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. Engr. JAVAD ANIMA CIVIL FLA. PE n# 70592 C.A.N. 3538 MULLION ELEVATIONS AND DETAILS FAX. (305) 593 -6592 0 rn w In ) 0 C 0 .N .5 0 C a v w m ga 0 5 UPDATED TO 2010 FBC a I- 0 '0 l0 0 0 N st- oo 0 N 0 N 0 m U 0 W In 01 N w • u CNI 0 m 0 drawing no. M95 -13A (sheet 1 of 5 a J z H CO O en a O J Z N 0 0 m MULLION LOAD CHART 1 "x2 "x1 /8" ALUM. TUBE NO STEEL CGI1X2 VERTICAL MUWON MULLION GLAZING PRODUCT GLAZING PRODUCT a u r m ea m v m m m to m 2 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2x4x1/8 ALUM TUBE ■ m um a NO STEEL CGI2X4 m ■" ■■,■ ■ ■,� ■ ■, ■■ W M ME 111 m 11111 ■2 kV ME 11 ■�� ■ ■MU ■■ ■ELI ".'■ .■ Mull ■ M 10 ME MI MM EM ME ME MI M ERE WM MC EMI= Ell REM 20 2S 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES /8" m N MULLION LOAD CHART ix3x1 /8 ALUM. TUBE NO STEEL CGI1X3 ra 20 25 30 35 40 45 50 55 60 65 70 75 TRIBUTARY WIDTH - INCHES m MULLION LOAD CHART 2x6x1/8 ALUM. TUBE NO STEEL CGI2X6 N -. m N " a O -J z H o _ ea J m z t] H 0r N m St Cl MULLION LOAD CHART 1x4x1/8 ALUM. TUBE iiiiiii: STEEL CG/1X4 i i EOM II MU M. III I, WI II ME 11111 E NI NM IE, 1111 LII IRE E ■LI MU ■■ \- M. Mil LI 111110911 ■ at P■ MEMEIErb pan EMI ME 11 MN EN SIMI MIN WI MUM RIM 80 85 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIOTH - INCHES ■■M■■►ME■ .■■' ■■„■■■■ MMINIM■■.■■,■ UUMMEMMMEMMEM ■\1 ■a■ ■ ■ ■■MEEM ■ 1MM \■\ \ \ ■ ■ \M■■ 1■\\■\■■E■■\■■ U.,■■,■..■■,■ ■„■'■,■■, ■■■, ",■„■ ■, ■■,■■■ ,■'■'■..■■■■ ■\\■►■■■E ■ ■\M ��■\■ \■■M�■■\ ■■\■■\■■\M■■ ■„■,■■,■■.`. ■E\■E■MEM■■\ ■■■EM■EM■EME■ ■■■■EM■EM■ERM ■■■■■■■Ei►M■■ 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES 1 \ ' PRODUCT RENEWED as complyhrj :via' the Flory i3uildin Coda 12,.. 04 ..se Accept Na i ,:,� ,t. ,x1t J2OIg Miami :: Product Control VERTICAL MUWON MULLION GLAZING PRODUCT GLAZING PRODUCT 20 2S 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES /8" m N MULLION LOAD CHART ix3x1 /8 ALUM. TUBE NO STEEL CGI1X3 ra 20 25 30 35 40 45 50 55 60 65 70 75 TRIBUTARY WIDTH - INCHES m MULLION LOAD CHART 2x6x1/8 ALUM. TUBE NO STEEL CGI2X6 N -. m N " a O -J z H o _ ea J m z t] H 0r N m St Cl MULLION LOAD CHART 1x4x1/8 ALUM. TUBE iiiiiii: STEEL CG/1X4 i i EOM II MU M. III I, WI II ME 11111 E NI NM IE, 1111 LII IRE E ■LI MU ■■ \- M. Mil LI 111110911 ■ at P■ MEMEIErb pan EMI ME 11 MN EN SIMI MIN WI MUM RIM 80 85 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIOTH - INCHES ■■M■■►ME■ .■■' ■■„■■■■ MMINIM■■.■■,■ UUMMEMMMEMMEM ■\1 ■a■ ■ ■ ■■MEEM ■ 1MM \■\ \ \ ■ ■ \M■■ 1■\\■\■■E■■\■■ U.,■■,■..■■,■ ■„■'■,■■, ■■■, ",■„■ ■, ■■,■■■ ,■'■'■..■■■■ ■\\■►■■■E ■ ■\M ��■\■ \■■M�■■\ ■■\■■\■■\M■■ ■„■,■■,■■.`. ■E\■E■MEM■■\ ■■■EM■EM■EME■ ■■■■EM■EM■ERM ■■■■■■■Ei►M■■ 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES 1 \ ' PRODUCT RENEWED as complyhrj :via' the Flory i3uildin Coda 12,.. 04 ..se Accept Na i ,:,� ,t. ,x1t J2OIg Miami :: Product Control VERTICAL MUWON MULLION GLAZING PRODUCT GLAZING PRODUCT 80 85 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIOTH - INCHES ■■M■■►ME■ .■■' ■■„■■■■ MMINIM■■.■■,■ UUMMEMMMEMMEM ■\1 ■a■ ■ ■ ■■MEEM ■ 1MM \■\ \ \ ■ ■ \M■■ 1■\\■\■■E■■\■■ U.,■■,■..■■,■ ■„■'■,■■, ■■■, ",■„■ ■, ■■,■■■ ,■'■'■..■■■■ ■\\■►■■■E ■ ■\M ��■\■ \■■M�■■\ ■■\■■\■■\M■■ ■„■,■■,■■.`. ■E\■E■MEM■■\ ■■■EM■EM■EME■ ■■■■EM■EM■ERM ■■■■■■■Ei►M■■ 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES 1 \ ' PRODUCT RENEWED as complyhrj :via' the Flory i3uildin Coda 12,.. 04 ..se Accept Na i ,:,� ,t. ,x1t J2OIg Miami :: Product Control W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE �--� GLAZING '7 PRODUCT a HORIZONTAL MULLION GLAZING PRODUCT GLAZING PRODUCT MULUON SPAN a TYPICAL MULLION ARRANGEMENTS WIDTH (w) _ W1 + W2 2 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Engr. ,WAD AHEAD CIVIL FLA PE fi 70592 CAN. 3538 DEC 1© 2017 m4' 4 o ' � N CC e a 4 a; 08 a eg C0-ac ofatzEi <w f LLzy- 8 aWv MUW ON \M95 -13A t MULLION ELEVATIONS AND DETAILS c r-. 0 .0 m 0 2 N G • scale: 1/2' o 1• drawing no. M95-1 3A (sheet 2 of 5 VERTICAL MUWON MULLION GLAZING PRODUCT GLAZING PRODUCT W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE �--� GLAZING '7 PRODUCT a HORIZONTAL MULLION GLAZING PRODUCT GLAZING PRODUCT MULUON SPAN a TYPICAL MULLION ARRANGEMENTS WIDTH (w) _ W1 + W2 2 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Engr. ,WAD AHEAD CIVIL FLA PE fi 70592 CAN. 3538 DEC 1© 2017 m4' 4 o ' � N CC e a 4 a; 08 a eg C0-ac ofatzEi <w f LLzy- 8 aWv MUW ON \M95 -13A t MULLION ELEVATIONS AND DETAILS c r-. 0 .0 m 0 2 N G • scale: 1/2' o 1• drawing no. M95-1 3A (sheet 2 of 5 IL U) a Q 0 J z C9 H U) W O U. U) a 0 Q 0 J z C] H U) W ANCHOR LOAD CHART U m ) :8- 1INNIN LU MINIMMIL.- 144441114 ...,1,.... ...„ INRW44 .......■_10.._. 20 25 30 35 40 46 50 55 60 65 70 75 80 85 TRIBUTARY WIOTH — INCHES • • ID v ANCHOR LOAD CHART ID 1111111111111111111111111111110-411 : IONMENIIIIN D NOOMINNINNN 1181111111111. RINISININI lINIiLUfl IINNIRVNI: II INNNNNN ■``` ANCHORS TYPE C ANC C ....1....1 1...1 ..111 ... ..,. 1111 1111 1... 111 11.E 1111 1111 20 25 30 35 40 45 50 SS 60 65 70 75 80 85 TRIBUTARY WIOTH - INCHES • N C7 N ID In ID 11 tR N °a IS 0 co z 0 ID Hr's cn W 0 ANCHOR LOAD CHART REINCENILAAICC:::: I MINE LI INVIIII 111 NENIEM MI I RIMINNINN NINRIPAININ Ibill1511 IN:NN4N 20 25 30 35 40 45 SO SS 60 65 70 75 80 8c TRIBUTARY WIOTH INCHES ANCHOR LOAD CHART 11 .... IN 141 ARMIN MILISAIN alliiiiii MUNN! Nil MINIMIll 'NM NRIMINNIMI ISNINNINNNN! NNMANNNINN PO 25 30 35 40 45 SO 55 60 65 70 75 BO Elc TRIBUTARY WIDTH INCHES UI M ANCHORS TYPE A, 8, C OR D \/I VERTICAL LMULUON o MULLION GLAZING PRODUCT ANCHORS TYPE A ANC A PRODUCT 1 • • ID v ANCHOR LOAD CHART ID 1111111111111111111111111111110-411 : IONMENIIIIN D NOOMINNINNN 1181111111111. RINISININI lINIiLUfl IINNIRVNI: II INNNNNN ■``` ANCHORS TYPE C ANC C ....1....1 1...1 ..111 ... ..,. 1111 1111 1... 111 11.E 1111 1111 20 25 30 35 40 45 50 SS 60 65 70 75 80 85 TRIBUTARY WIOTH - INCHES • N C7 N ID In ID 11 tR N °a IS 0 co z 0 ID Hr's cn W 0 ANCHOR LOAD CHART REINCENILAAICC:::: I MINE LI INVIIII 111 NENIEM MI I RIMINNINN NINRIPAININ Ibill1511 IN:NN4N 20 25 30 35 40 45 SO SS 60 65 70 75 80 8c TRIBUTARY WIOTH INCHES ANCHOR LOAD CHART 11 .... IN 141 ARMIN MILISAIN alliiiiii MUNN! Nil MINIMIll 'NM NRIMINNIMI ISNINNINNNN! NNMANNNINN PO 25 30 35 40 45 SO 55 60 65 70 75 BO Elc TRIBUTARY WIDTH INCHES UI M ANCHORS TYPE A, 8, C OR D \/I VERTICAL LMULUON o MULLION GLAZING PRODUCT GLAZING PRODUCT 1 • N C7 N ID In ID 11 tR N °a IS 0 co z 0 ID Hr's cn W 0 ANCHOR LOAD CHART REINCENILAAICC:::: I MINE LI INVIIII 111 NENIEM MI I RIMINNINN NINRIPAININ Ibill1511 IN:NN4N 20 25 30 35 40 45 SO SS 60 65 70 75 80 8c TRIBUTARY WIOTH INCHES ANCHOR LOAD CHART 11 .... IN 141 ARMIN MILISAIN alliiiiii MUNN! Nil MINIMIll 'NM NRIMINNIMI ISNINNINNNN! NNMANNNINN PO 25 30 35 40 45 SO 55 60 65 70 75 BO Elc TRIBUTARY WIDTH INCHES UI M ANCHORS TYPE A, 8, C OR D \/I VERTICAL LMULUON o MULLION GLAZING PRODUCT GLAZING PRODUCT 1 ANCHOR LOAD CHART 11 .... IN 141 ARMIN MILISAIN alliiiiii MUNN! Nil MINIMIll 'NM NRIMINNIMI ISNINNINNNN! NNMANNNINN PO 25 30 35 40 45 SO 55 60 65 70 75 BO Elc TRIBUTARY WIDTH INCHES UI M ANCHORS TYPE A, 8, C OR D \/I VERTICAL LMULUON o MULLION GLAZING PRODUCT GLAZING PRODUCT 1 UI M ANCHORS TYPE A, 8, C OR D \/I VERTICAL LMULUON o MULLION GLAZING PRODUCT GLAZING PRODUCT 1 W1 1RODUCT MEWED as complying with 2im Florida Building Code Accept n e lgo l Ex i ,... se ANCHORS TYPE A. B. C OR D HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE �i' GLAZING �`� ■7 PRODUCT �� h -�` \ANCHOR ETAIL #1 GLAZING GLAZING ANCHORS TYPE PRODUCT PRODUCT A. B. C OR 0 MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 +W2 2 NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Engr: JAVAD AHMAD CIVIL FL A. PE # 70592 C.A.N. 3538 2 LU IL F- 0 V 8 d a Om4g O 4ze rn ewe J e m s 4E6 g2 FAX. (305) 262 -6978 °o a a MULLION \M95 -13A) MULLION ELEVATIONS AND DETAILS f%1 C 0 to .' N to N M fris Caw 0-' V) tr) �M N M Z Z Lt_ -, 3p - o §0',9) U O5 C 0 a .` a -o N Ij 2 0 N 0 0 n 0 N (V 0 -1/4C dote: 11 -25 -95 1 O ac v drawing no. M95-1 3A sheet 3 of 5 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 +W2 2 NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Engr: JAVAD AHMAD CIVIL FL A. PE # 70592 C.A.N. 3538 2 LU IL F- 0 V 8 d a Om4g O 4ze rn ewe J e m s 4E6 g2 FAX. (305) 262 -6978 °o a a MULLION \M95 -13A) MULLION ELEVATIONS AND DETAILS f%1 C 0 to .' N to N M fris Caw 0-' V) tr) �M N M Z Z Lt_ -, 3p - o §0',9) U O5 C 0 a .` a -o N Ij 2 0 N 0 0 n 0 N (V 0 -1/4C dote: 11 -25 -95 1 O ac v drawing no. M95-1 3A sheet 3 of 5 ANCHORS TYPE ANCHORS. TY_ PE ANCHORS TYPE 'C' 2 X 2 X 1/8" ALUM ANGLE • 4/4" 0 ULTRACON 1/ ANGLE 9• 4. • .1/4" 0 ULTRACON 2/ ANGLE 2 X 2 X 1/8" ALUM ANGLE • 4 . • NOTCH' WOOD BUCK TO ACCOMODATE CLIP. ..ANGLE TO MASONRY 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S. 2/ ANGLE # 14 S.M.S. 2/ ANGLE # 14 S.M.S. 3/ ANGLE z -1/4" 0 ULTRACON 1 -3/8" MIN. EMBED 2/ ANGLE 4 4 — MULLION — MULLION 4 ° CQNCRETE OR NASONRY BLOCKS — MULLION 1BY OR 2BY WOOF BUCK 4. 2 X 2 X 1/8° ALUM ANGLE - 2-5/8" LONG 4 — MULLION 1BY OR 28Y WOOD. BUCK • 4 2 X 2 X 1/8" ALUM ANGLE- 2-5/8" LONG . -4 MULLION 2X2X1/8" ALUM ANGLE 3 -5/8" LONG 4 p0 O 3 1.500 MAX. 4 MULLION 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE • MIN -,-• °o 0 NOTCH ANGLES TO MISS MARBLE SILL OR TRIM ° ` MINA .2 4 1 -/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KS!; Fyb155' KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3 8" MIN. PENETRATION INTO WOOD PRODUCT a Flarida —T11 tt tBY- BUCKS TNTO CONC. OR_ 131$" ` MIN. EMBED INTO CONC. Acceptances No t - 1/4" MiAk. —EMBED _. ?NTO MASONRY WOOD BUCKS NOT RY "C.G.i. MUST SUSTAIN LOADS IMPOSED. 4 • PRELA$T C.ONC. SILL 4 1/4" DIA. ULTRACON 1 -3/8" MIN. EMBED 1/ ANGLE • Date Ara.Tf4- ZetS TYPICAL EDGE DISTANCE ` Miami Dade Product Conti. INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 1 /2" MIN. drawing no. M95-1 3A sheet 4 of 5 ) ANCHORS TYPE '0' TUBE MULLION 1X2, 1X3. 1X4 TRIM WOOD BUCKS TO INSTALL ANCHORS 1/4" X 1 -3/4" ULTRACON ALUM PLATE 1/8" THK. (6063 -T6) ALUM CHANNEL 3/4 X 1 -3/4 X 3/4 X 1/8" LENGTH TO CLOSE FIT INSIDE TUBE MULLION I.I # 12 X 3/4" S.M.S. (2) CONNECT PLATE TO CHANNEL a 9 A 4' PROAST4CONC. • . • s SILL - ALUM PLATE V 2" MIN. EDGE GIST. 1/4" DIA. ULTRACON 1 -3/8" MIN. EMBED 2 PER PLATE #12 X 1/2" S.M.S. SEE CHART FOR QUANTITIES TUBE MULLION ANCHOR NO. OF CHART SCREWS TYPE A & D 2 TYPE B 3 TYPE C 4 THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION it 4. 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION #12 X 3/4 FH SMS 1 PER CUP AT 1X2 & 1X3 MULUON 2 PER CUP AT LARGER MULUONS MULLION 18Y OR 2BY TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCT RENEWED as complying with the Florida Acceptance No 14." a o.1 Building Code t 4 Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 DEC 10 731: y-u ge C gW d a c IL C� cis d CEaa S Otaratti tt M MUW ON \M95 -13A C 9 c) Lit O Q 0 0 C 0 a C 0 N 0 0 c W g 0 ZU 0 a a Cl 0 5 0 ■.0 N as C s II m drawing no. M95 -13A sheet 5 of 5 SHOP DRAWING DOCUMENT REVIEW These documents have been reviewed for conformance with the design concept and Intent and general compliance with the contract documents. The contractor is resemble for confirming and correlating quantities and dimensions, fabrication and won methods, and coordination of this trade with all other applicable trades. airti NO 1=.XCEPT10NS TAKEN NMECORRECTENSMWEDFED r.1 REJECTED / RESUBM A. Taquechel Associates, Inc. Architects - Engineers - Planners 4848 S. W. 74th Court, Miami FL 33155 Tel: (305)663 -9688 FAX (305)448 -1198 RA. LC. No. AR- 00048338 FL. AA- 0002021 Htpp: / /www.tsquachel.corn 53 '1/8" WINDOW WIDTH 47 3/8" 6" MAX. HEAD CORNERS FALSE MUNTINS (SURFACE APPLIED) • OPTIONAL ECO —GUARD SERIES --100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ), WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. D.LO. (FIX. LITE 12 ". MAX. HEAD , I' I I I I II II I I 31 II I I II I I II 11 ' a I. tl II II II I 11 II II 1 qy II Ii Tl' I( i© p li NO ANCHORS AT SILL 47 3/8" D.L.O.: (VENT) 50 3/16" VENT. WIDTH EQUAL' UTES 53 1/8" WINDOW WIDTH 47 3/8" 6" MAX HEAD CORNERS D.L.O. (FIX. LITE) 12" MAX. HEAD I' II I I II I I II I I I I I I FALSE MUNTINS7 (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATIONS TESTED UNITS THESE WIN SHUTTERS DOWS ARE RATED FOR LARGE MISSILE IMPACT. ARE NOT REQUIRED. NO ANCHORS AT SILL 47 3/8" D.L.O. (VENT) 50 3/16" VENT WIDTH UNEQUAL UTES (ORIEL TYPE) 1�9r;�.IAV A IMAQ kA. PEE I 70592 CA. 3,14114 PRODUCT REVISED CIS complying with the Flea Building Code Acceptance No i . 23 iration Date By 4 ado Product Contra u O ago -I 0 14 og o 4 h O �h °- 51alel U 0 0 a U JU z fnW L j (0 QM curt • Z 0 10 J Wig • N A 0 0 a .o v 0 I N C 0 0 •I drawing no. W09-08 (sheet 1 of 6 ) 1 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. ATLASS TYKE 'A') GLASS TYPE 'B' WIDTH HEIGHT EXT.�+� - TNT.( -) EXT.( +) i NT.( -) 19 -1/8" 24" 26-1/2* 32" 37" 40" 48" 53 -1/8" 26° (3) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 1'91 /8 ") -24" 26 -1/2" 32" 38 -3/8* (3) ' 75.0 90.0 ; 75.0 90.0 '75:0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 37" 40" 48" - 5 90.0 ;' 75.0 90.0 - 75.0 - 90.0 75.0 90.0 75.0 90.0 75.0 90.0 53-1/8'') 75.0 90.0 1 75.0 90.0 19 -1/8" 24" 26 -1/2" 32" 37° 40" 48" 53-1/8" 50 -5/8" (4) • 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 , 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26-1/2" 32° 37" 40° 48" 53-1/8" 63" (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19 -1/8" 24" 28-1/2" 32" 37" 40" 48" 78" o 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 1-75.0 90.0 75.0 90.0 -75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 53-i/8") ; 75.0 90.0 75.0 90.0 WIDTH 0 x I/. EQUAL LITES I! Li 1/8° HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW 899 rn GLASS TYPE Atli UNEQUAL LITES WINDOWS . DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) 1NT.(-) EXT.( +) 1 NT.( -) 19-1/8" 24" 26-1/2" 32" 37" 40" 48" 53-1/8" 50 -5/8" (4) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26 -1/2° 32" 37" 40" 48" 53-1/8" 83" (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 19 -1/8" 24" 26 -1/2" 32" 37" 40" 48" 53-1/8" 78° 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 (6) - - 75.0 90.0 -- - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 9/16 RAIN. VfP GLAZING OPTIONS 3/16" HEAT STREN'D. GLASS .090" INTERLAYER SUTACITE Ph/8 BY 'DUPONT' SILICONE DOW 899 GLASS TYPE 'E' UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 20: F. PRODUCT REVISED as complying with the Florid Building Code Acceptance No B ,> : tion Date l ! ade Product i t COMP- ANL \W09 -O8ECO Vl 8 I th 0 IJl • co 3Q; O^` • Z 'LJ O 0() Wry FAX (385) 885 -5902 i A c 0 cc c 0 a 0 a N U) 0 N O c I drawing no. W09-08 (sheet 2 of 6 C // r r_ Si 0)5 g 9 s - s i! - UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 20: F. PRODUCT REVISED as complying with the Florid Building Code Acceptance No B ,> : tion Date l ! ade Product i t COMP- ANL \W09 -O8ECO Vl 8 I th 0 IJl • co 3Q; O^` • Z 'LJ O 0() Wry FAX (385) 885 -5902 i A c 0 cc c 0 a 0 a N U) 0 N O c I drawing no. W09-08 (sheet 2 of 6 (sheet 3of 6 ) 4 1BY WOOD BUCK 'a •a a • a 4 d• •.4:. d TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 ° ' ti a a Q 4 d b II o .4 A 9 V a. • METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 2: ,OOD BUCK OR WOOD S • y URE TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fum120 KSi, Fy =92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" -MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULUONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE •f-'c. 3000- PSI •lii{W. MASONRY f'm W 2000 PSI, MIN:, .,l'.4T ,AH1 SEALA L T: ALL JOI S AND FRAME CONNECTIONS SEALED WITH JOINT S ' R. CIVIL F'_Al ' 1 '7058L C '3538 • • FE8 �I5 I ��2 PRODUCT REVISED as complying with the Fbrlde Building Coda Ace ptanoo No ? Ion Data oW0 I z o 4 w g2 04 00 CC LL 0 v • aao 8 O cate`Ei a. 0 v A 8 Fax (305) 885-5902 c r,1 iA c O P. 6 0 a 0) b V Oa c 0 t • drawing no. WO9=08 (sheet 4 of 6 3 4. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH a VENT WIDTH SCREEN OPTIONAL EXTERIOR D.L. OPG. ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 FY101 1 FRAME HEAD 6063 -T6 - 2 FY115 1 FRAME SILL 6063 -T6 - 3 FY103 2 FRAME JAMB 6063 -T6 - 4 FY104 1 FIXED MTG. RAIL 6063 -T6 - 5 FY105 1 VENT TOP RAIL 6063 -T6 - 6 FYI14 1 VENT BOTTOM RAIL 6063 -T6 - 7 FY107 2 VENT SIDE RAIL 6063 -T6 - 8 FYI08 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063 -T6 - BA FY109 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 8063 -T6 - 9 FYI16 2/VENT SASH STOP 6083 -T5 - 12 SL203P 2/VENT SWEEP LATCH, AT 12 -1/2" FROM ENDS ZAMAK SULLIVAN & ASSOC. 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 14 #8 X 1" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SM$ 14A #8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REOD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS REOD. FIN SEAL W STRIPPING - ULTRAFAB 19 FY117 4/ VENT SASH GUIDE CELCON M &M PLASTICS 19A #6 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE B 20 F210 2/VENT SASH BALANCE -- SUPERBOOST BY BSI 20A #8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P FH SMS 21 - AS RECD. GLASS SPACER SILICONE FRANK LOWE 22 - 1 5/16" BOX SCREEN - OPTIONAL 23 FYI20 - FLUSH FRAME ADAPTER 6063 -T6 OPTIONAL 1/4" MAX. SHIMS v WINDOW WIDTH • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY P WOOD BUCKS 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING • flD 11ljMAD FLA. PE p # 70 36 • METAL STRUCTURE 1^2(L• fi i! R VIS8Y fas cotitplying with the Morns (Building Dude fcceptance No 2-. I nation Date !J.' 1i7!.a By L/ l Or.:y' Pr et „40 U 2 0 v v vi 8 th t drawing no. W09 -08 TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER cur CIVIL FLA. pPE if.. 7Q592 1 1 C i s+M PRODUCT REVISED as complying with the FlmMa Building Code Acceptance No "xi Ex • -ration Date h J .,. _ %V, I , Product '"` By 4 Miami V J ti W g Oaa ilr � O t 0 11" - zgn. 11. Z ": a O a� t C 0 0 N 0 L u N O •O O N ai 4 8 • .i • TO u drawing no. W09-08 (sheet 5of 6 ) t4--- 2.750 .062 1.688 .750 .813 2.812 FRAME HEAD .062 1.375 1.2021 1.422 2.188 r-1.281-1 2.750 .062 1.140 2.061 2.874 FRAME JAMB 1 001 519 .394-1 r FIX. MEETING RAIL 1.340 1.250 .082 2.063 -.-1.140 VENT TOP RAIL .045 .803 1.047 0 GLAZING BEADS .803 1.047 1.434 u 1.067 .621 062 1.140 VENT SIDE RAIL 1.929 2.027 .062 2.773 1.750 1.140 VENT BOTTOM RAIL 2.974 .874 ��I 4�-- 2.750 FRAME SILL .500 2.688 .062 2.611 .769 FLUSH FRAME ADAPTER 1f FRAME CORNERS DETAIL, a -10/°°°I VENT CORNER DETAII, 'engr '.JAV9y0 AIiMAO 'PE g 20592 . Kft 3538 PRODUCT REVISED as complying with the Flotida Building Code Acceptance No • ration Date n7i�ilt 11 oir,, .► -i,. Clit mtiouu 0 ao a 0 U C N N O W w.. aescriotIon 0 C • v d row' ng no. W09-08 (sheet 6 of 6 ) SHOP DRAWING DOCUMENT REMY 'These downed. have been reviewed for conformance with the design concept and intent and general cue with the contract dOcurrierits. The contractor is responsible for confirming and correlating all quantities and ins, refutation end construction rise, and coordination of this trade with all other applicable trades. Cod EXCEPIIONSTAKEN F -1 te,t,yoornEcnoms meant), REJECTED A. Taquechel Associates, Inc. Architects - Engineers - Planners 4848 S. W. 74th Court, Miami FL 33155 Tel: (305)663 -9888 FAX (305)448 -1198 RA LIC. No AR FL AA -0002)21 Htpp: / /www.taquechel.com s •.s r 1.608 2.688 WINDOW WIDTH 1.813 I 1.000 2.611 .062 FLUSH FRAME ADAPTER 2.750 FRAME HEAD /SILL /JAMB -�j .750 r .813 .803 CITY COPY FALSE MUNTINS (SURFACE APPLIED) OPTIONAL D.L. OPG. ,1 CEIVED MAY i� .5 2013 BY: .050 GLAZING BEAD J z II I I Il II 11 II II II If II 'I FF- ANCHOR COVER ECO- -GUARD SERIES --300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX. /FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE .ZONE. (HVHZ). .. .: ...• . , . • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO StttL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 6" MAX. HEAD /SILL CORNERS 12" MAX. HEAD /SILL TYPICAL ELEVATION GLASS Q.L.Q. DIMS, D.LO. HEIGHT = WINDOW HEIGHT — 3.625" D.L.O. WIDTH = WINDOW WIDTH — 3.625" THESE WINDOWS AR RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT ,REQUIRED. •1"n�ro ,�¢Y�n {MAO �l CML . FIA. PE 1 70592 Ca,,tt,t� 8 , • ' PRODUCT REV1SO as Building complying m Acceptanoe No 14 3•75 ration D: ,lT'�1 191lV i%4- By MiW)1 drawing no. W09 -20 (sheet I of 5 ) 6 3/18" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'C' WINDOW WIDTH I WINDOW WIDTH #8 X 1 -1/4" SMS AT 3 -1/2" FROM ENDS AND 10" 0.C. MAX. 3/16" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'D' GLAZING OPTIONS WINDOW WIDTH �j I WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH #8 X 1 -1/4" SMS AT 3 -1/2" FROM ENDS AND 10" 0.C. MAX. -7 a I r k ‘6 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1 NT.( -) EXT.(+) 1 NT.( -) 24" 30" 36" 42° 48" 54" 60° 66" 72° 36" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 24° 30" 36" 42" 48° 54° 60" 66" 72" 1 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 24" 30" 36" 42" 48" 54" 60" 66" 72" ' 60" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 24° 30" 36" 42" 48" 54" 60" 72" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 24" 30" 36" 42" 48" 54" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 84" 75.0 80.0 80.0 90.0 70.0 70.0 ' 80.0 90.0 65.6 65.6 80.0 90.0 64.3 64.3 80.0 90.0 24" 30° 36° 42" _48 ".. 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 96" 75.0 76.2 80.0 90.0 64.6 64.6 80.0 90.0 ... .. ._ .59.9x. .59.9...... ,80.0 ..90.0. -....... 24" 30" 36" 42" 75.0 80.0 80.0 90.0 708" 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 61.5 61.5 80.0 90.0 24" 30" 36° 75.0 80.0 80.0 90.0 120" 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.( +) 1 NT.( -) EXT.( +) 1 NT.( -) 26 -1/2" 37" 53 -1/8" 74" 26" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26 -1/2" 37" 53 -1/8" 74" 38 -3/8" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26 -1/2" 37" 53 -1/8" 74" 50 -5/8" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 71.3 76.0 80.0 90.0 71.3 73.1 80.0 90.0 26 -1/2" 37" 53 -1/8" 63" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 67.9 72.5 80.0 90.0 26 -1/2" 37" 53 -1/8" 76" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 67.9 69.9 80.0 90.0 L a J W NOTE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE aASEO. ON.:ASTM E1300- 04 (3 _ SEC. GUSTS).. CIVIL t` ;; tv'A 38 2 . 53 FFF (111b12 PRODUCT REVISED as &edmying with the g P8 Acce„ptaaoa No legion Date ‘) ,(041" t a t� t FAX (305) 885 -5902 0 ,Z U) Co v 1 0 0 7 I a .c 4.$ drawing no. W09-20 sheet 2 Of 5 ) 1BY 4 WOOD BUCK d 4 4 ` 4 4 : a • d A ..p • TYPICAL ANCHORS SEE ELEV. FOR SPACING 4. • 4 .111111r/ I " 111 1671 II ij 11 ij :I II 11 :I 11 :1 11 v 11 1 Ij j! ii jj i1 :1 .4 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. z ai. v. 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 2: OOD BUCK OR W�000 S -• URE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW (Fu =120 KSI. Fy=92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS 013 SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRs) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. PRODS R W $ es complying with the Fled& -Sending Code Acceptance No w 223.25 ;ivliam:i o'adtict•' Mir m f 9 °w X FAX (305) 885 -5902 4 i to c 0 a v3 0 a A a • C < m a 9 scale: 1/2" - 7- I a s u drawing no. W09-20 (sheet 3 of 5 ) sheet 4 of 5 ) - ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD /SILL /JAMB 6063 -T6 - 2 FY302 AS REQD. GLAZING BEAD- 7/16" GLASS 6063 -T6 - 3 FY303 AS REQD. ANCHOR COVER 606.3-T5 - 4 E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB -50 1 GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 6063 -T6 OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX. SHIM Y WOOD R WOOD STRUCTUR MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH EXTERIOR D.L. OPG. RECT. OR SQUARE WINDOWS 1/4" MAX. SHIMS •a WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY P WOOD BUCKS I> CIRCULAR WINDOWS CORNER DETAILS 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE . Engr:..4014D AHMAD VeLA. PE # 70592. t t i' C..N* 0 MITER CORNERS PRODUCT REVISED as complying with the Florida Building Code l�_r�i Acceptanoc Nor vv ration U rn a C, U 1 I U) w E-' m to a 4 0 row) 0r-- N ca 2 O W n,no m I- c c 0 a (Ci m 8 A Y! W O0o 0 8 a5 g a 8 6 II • V e n drawing no. W09-20 ) ALT. C.) ALT. apt ;u `. . Y TYPICAL ANCHORS SEE ELEV. FOR SPACING • O rui mu. 4 I�;rll 1001-11* law 9• `TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL . STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Env (, ' RA. P •// �E 0.592 - ? 1 lift r 4 t' 12 c cep cc N •.as Picom ODt yig wt Build n% Miami i£:,.: Product Conti ‘u V7 M Q hM Z •G: O 0-1 o ge la n M 4 t 4 0 drawing no. W09-20 (sheet 5 of 5