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MC-11-1787Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 181740 Permit Number: MC -9 -11 -1787 Scheduled Inspection Date: November 21, 2012 Inspector: Perez, JanPierre Owner: PENKWITT, PATRIK Job Address: 520 GRAND CONCOURSE Miami Shores, FL 33138- Project: <NONE> Contractor: ALOHA AIR CONDITION INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132060171430 Phone: (954)444 -2437 Building Department Comments INSTALL 2 NEW AC UNITS AND DUCT WORK Infractlo Passed Comments INSPECTOR COMMENTS False t 1 2A 1, iv Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 164936. November 20, 2012 For Inspections please call: (305)762 -4949 Page 16 of 27 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC20to Permit Type: BUILDING ROOFING Permit No. MC -9 -11 -1787 Master Permit No. RC-11 -1500 OWNER: Name (Fee Simple Titleholder): Patrick Penkwitt Phone#: Address: 500 Grand Concourse City: Miami Shores State: Florida Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 520 Grand Concourse City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: County: Miami Dade Zip- CONTRACTOR: Company Name: Aloha Air Conditioning phone#: (954) 275 -5124 Address: 4474 Weston Rd. City: Davie State: Florida zip: 33331 Qualifier Name: James E. Barry Phone#: (954) 275 -5124 State Certification or Registration #: CAC 025379 Certificate of Competency #: Contact Phone#: (954) 275 -5124 Email Address: info @alohaac.com DESIGNER: Architect/Engineer.. Twenty First Century Design & Build phone# :(954) 522 -6446 Value of Work for this Permit: $ 3,800.00 Square/Linear Footage of Work: Type of Work: °Addition °Alteration °New aRepair/Replace Description of Work: Change out 5 ton AC unit Revise plan DDemolition * * *** * ** * *** ** **** •************** * Fees** ** *** * ******** ** **** ** ******************* Submittal Fee $ ,// Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 1 SOrr)Q CCF$ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ lb 11/ CLQ 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 Fl FCTRICAL 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 properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged wner or gent trument w c;.. w re a this 201 y /i ,1. y�7(w, The foreg day of Signature The foregoing instru , day of who is personally known to me or who has produced Contractor ent was acknowledged before me this , 201y w} o is personally known tot 1 • or NOTARY Sign: Print: My Commission Expires: Notary Public - State of Florida My Comm. Expires Apr 17, 2015 Commission # EE 84897 'esO :o Bonded Through National Notary Assn. , APPROVED BY Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/1012009)(Revised 3115/09) NO Si ...JAI., ER�O t ()tar u `St i I. C.mm. Expires Apr 17, 2015 �� ,mmission # EE 84897 '*-;411.1- 8 ded Through National Notary Assn. oath. Print: My Commissio ues: Zoning Clerk • . ! Miami Shores Village 10, a 7 4 4577 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Permit No. MC -9-11 -1787 Master Permit No, RC11 -1500 OWNER: Name (Fee Simple Titleholder): Patrick Penkwitt Phone#: Address: 500 Grand Concourse City: Miami Shores State: Florida zip. 33138 Tenant/Lessee Name: Phone#: Email. JOB ADDRESS: 520 Grand Concourse City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1132060171430 Is the Building Instate' aily Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: Aloha Air Conditioning Phone#: ( 954) 444 -2437 Address: 4474 Weston Rd. City: Davie State: Florida Qualifier Name: James Barry State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer Twenty First Century Design & Build nowt (954) 522-6446 zip: 33331 Phone#: Value of Work for this Permit: $ 700 Square/Linear Footage of Work: Type of Work: DAddress DAlteration ONew Description of Work: Relocate AC unit ***********44**************** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ **** 0*N *+ R **0*0*Y*4****** *0**0**** *0****0 ** CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 wall YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a re ction fee will be charged Owner or ' ent The foregoing ' ' E was acknowledged before nn this day of _ , 20 J` , by Pct. A Q..Y Y who ' ersonally known tc me'or who has produced As identification and who did take an oath. VLOR1D NOTARY PUBLI ` ,' >• NAOMI �t D93330 NOTARY PUBLIC: Sign: Print My Commission Expires: * * * * * * * * * * * * * * * *** * * * * * * * ** APPROVED BY (Revised 07 /10/07)(Revised 06f10/2009)(Revised 3/15/09) Contractor The foregoing instrument was acknowledged before me this 2', day of Dec , 20 by who is&-rinally known .tire or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: TERRI L FLAHERTY Y OM SSION # DD968660 28, 2014 My Commission ires: or a- lfli5� ************************* * * * * * * *** * * * * * * * * * * * * * * * * * * * * ** r lans Examiner Structural Review Zoning Clerk Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 520 GRAND CONCOURSE Miami Shores, FL 33138- 1132060171430 Block: Lot: PATRIK PENKWITT Owner Information Address Phone CeII PATRIK PENKWITT 520 GRAND Concourse MIAMI SHORES FL 33138- I 520 GRAND Concourse MIAMI SHORES FL 33138- Contractor(s) ALOHA AIR CONDITION INC Phone (954)444 -2437 CeII Phone Tons: 2 TON Additional Info: NEW AC Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 1 Date Approved: : In Review Type of Work: WITH DUCTWORK Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $5.40 $4.73 $4.73 $1.80 $315.00 $3.00 $7.20 Total: $341.86 Pay Date Pay Type Invoice # MC -9 -11 -42146 10/12/2011 Credit Card Amt Paid Amt Due $ 341.86 $ 0.00 Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. October 12, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date October 12, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL RECEIVED SEP282011 BY: Permit No. C 1 d Master Permit No. £ —' — 1/—* Lt & O Owner's Name (Fee Simple Titleholder)' �y'Z,1��- ��-i! ('� Phone # D S 17 14 Owner's Address . - O Cc GE City (li r State �Z� Zip 33 (gg Tenant/Lessee Name Phone # Email Job Address (where the work is being done) O C45)9 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # . fl --- j 206 or ? i (tom Is Building Historically Designated YES Contractor's Company Name 171.p %/4 R C,,. Phone # ?a— 77 Z — O O "1 1 Contractor's Address , Y 7V iJern,,J'd. City 1 E State p2. , Zip 3 333 / Qualifier Name M ES O. Re/24_,i Phone # �/� 77 2 400-71 State Certificate or Registration No. Coo C CO2. -3') 7 Certificate of Competency No. Contact Phone "jf a-75.--s/ . el E -mail Architect/Engineer's Name (if applicable) %�.S ��( Phone # `�' ' �2 2' (q M 4 to �-s� , a�, i4 9 Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration C✓ 1Vew ❑ Repair/Replace ❑ Demolition Describe Work: „.7740.-51:614i 2 eve..) 4C-- tJ, )1 -t'.S iJ,✓D „ fi LJc,/L -. NO Flood Zone * * * * * ** * *** ter * * * * * * ** * ** * * *x ** ** ** ************* * ** * * * * * * ** * **** * * * * * * * * * * *** ** Submittal Fee $ Permit Fee $ \ CCF $ CO /CC $ Notary $ Scanning $ Radon $ Double Fee $ Training/Education Fee $ DPBR $ Violation date: Structural Review. $ Total Fee Now Due $ Technology Fee $ Bond $ See Reverse side -› tO 3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of .5()A' `-- , 20 l I, by ?4 k— Pk- NI6Lov -r who is personally known to me or who has produced \ 9 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: \‘‘‘‘o.t.741..././././;,;; 444' rZo qtY My Commission Expires: APPROVED BY Signature 4~0,— Z Contractor The foregoing instrument was acknowledged before me this day of 5'197 , 20 /4 by 93 whosonally known to me or who has produced as identification and who did take an oath. Sign: Print: My Co ?Ls Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked ANATOLIA ENO • I O VICES, INC 555 SOUTH POMPANO PARKWAY POMPANO BEACH, IPA uplift= 957# 9' -6" 4I 12 EMAIL CARLFORBESc:ELLSOUTH.NET PHONE: 954 - 682 -6651 FAX: 954 - 903 -4284 CERTIFICATE OF AUTHORIZATION: 2 X 12 # 2 SYP 16" 0.C. ATTACH TO EXIST. W/ 16D6 "O.C. /8" BOLT - -- co- -i REMOVE CEILING RAFTER simpson htsm20 4— 1/4" x 2 "tapcons to t.b. 10 —10d to joist. d SECTION AT LIVING ROOM 2— 3/8 uplift= 957# 8' -4" 2 X 8 # 2 SYP COLLAR 11E 16 D 0.C.16 "O.C. 29' -4" DESIGN CRITERIA ALL STRUCTURAL ELEMENTS, EXPOSED TO WIND, HAVE BEEN DESIGNED PER THE GUIDELINES OF THE ASCE 7 -05 FBC 2007 WITH 2009 SUPPLEMENTS WIND SPEED = 146 MPH 3 SEC GUST EXPOSURE C IMPORTANCE FACTOR = 1.00 BUILDING CATEGORY- II Kd =0.85 FOR MWFRS WITH LOAD FACTORS MEAN ROOF HEIGHT IS 12' -0° PART. E'EN STRUCTURE UVE LOAD 30 PSF DEAD LOAD ...» 25 PSF DRAWN BY: CARLIN 1000 S DIXIE HWY WEST POMPANO BEACH FL 33060 PHONE: 561- 445 - 9661 EMAIL: carlosv ilaca@li.-e.com DATE 7 .4%n SCALE: PROJ NT.S ROBBIO REMOVE CEIUNG RAI- Itit impsAn, XtslZp2 pcois to t.b. 10 —10d to joist. CALCULATIONS PLF = 55PSF X 1.33= 73.5 FB FOR SYP# 2 = 1500 PS1 MOMENT= 73.5 PLF X 122 8 SECTION OF MODULUS REQ. = X 12 = 10584 10584 1500 SECTION OF MODULUS AVL. = 1.5 X 11.25 2 6 MOMENT= 73.5 PLF X 16? X 12 = 28224 8 SECTION OF MODULUS REQ. = 28225 1500 SECTION OF MODULUS AVL. = 5.5 X ©EIIL HOUlFDCA V OO1 ® TY ADDRESS 520 GRAND CONCOLISF, MIAMI SHORES HA 11.25 2 6 CARL G. FORBES = 7.1 = 31.64N/ = 18.82 = 116.0 V. APPENDIX 13 -D Effective March 1, 2009 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION F Iii 1100E -08 Residential Component Prescriptive Method B ALL CLIMATE ZONES i \ 6gm1 cWe4with Method B of Chapter 11 of the Rorida Building Code, Residential or Subchapter 13 -6 of the Rorlda Building Code, Building may be demonstrated by the use - of Form 110 single -and multiple - family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential build( , ew heating, cooling, and water heating systems in existing buildings, and site -added components of manufactured homes and manufactured buildings.To comply, [ding must meet or exceed all of the energy efficiency requirements on Table 11B-1 and all applicable mandatory requirements summarized In Table 1113-2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 orSubchaoter 13 -6 of the applicable code. PROJECT NAME. AND ADDRESS: PENKWITT RENOVATION BUILDER: 520 GRAND CONCOURSE PERMITTING OFFICE: MIAMI MIAMI, FL OWNER: PENKWITT PERMIT NO.: JURISDICTION NO.: 2 3 2 4 0 0 1.New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvert(cal roof glass, glass areas in excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 118-1 on page 2). 2.Fll in all the applicable spaces of the "To Be Installed" column on "Table 11B -1 with the information requested. All To Be Installed" values must be equal to or more efficient than the required levels. 3.Complete page 1 based on the "To Be Installed" column information. 4.Read "Minimum Requirements for All Packages ", Table 11 B -2 and check each box to Indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single - family detached or multiple- family attached 3. If multiple- family -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft.) 6. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and in a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type, area and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct Insulation, location Test report required if duct in unconditioned space 12. Cooling system: ( Types: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PTAC, none) 14. Programmable thermostat Installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP -gas, solar; heat rec., ded. heat pump, other, none) Please Print CK 1. EXIST. RENOVATION 2. SFR 3. 4. NO 5. 2121 6a. 6b. .35 6c. 250 sq. ft. .52 7. 12 8a. R = 0 205 lin. ft. 8b. R= sq.ft. 8c. R= sq.ft. 8d. R= sq. ft. 8e. R= sq.ft. 9a -1. R= R3 EXIST. 2120 sq.ft. 9a-2. R = sq.ft. 9b-1. R = sq.ft. 9b-2. R = sq.ft. 10a. R= 30 sq.ft. 2121 10b. R= sq.ft. 11a. R= 11b.Test report attached? Yes No 12a. Type: 1- CENTRAL 2 -MINI SPLIT 12b. SEER/EER:13 CENTRAL -21 MINIS 12c. Capacity: 57K CENT. 9K MINIS 13a. Type: ELECT. CENTRAL- HP MINIS 13b. HSPF /COP /AFUE: HSPF 10 MINIS. 13c. Capacity: 34.1K CENT 10.31( MINIS. 14. Yes No 15a. Type: ELECTRIC 15b. EF: EXISTING I hereby certify that the plans and specifications covered by The calculation are in compliance with the Florida Energy Code. PREPARED BY 21ST CENTURY ENGINEERING DATE: 9/2/11 I hereby ce,. at this OWNE' the Florida Energy Code: DATE: Review of plans and specifications covered by thls calculation Indicates compliance with the Florida Energy Code. Before construction is completed, this building will be Inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: 2007 FLORIDA BUILDING CODE - BUILDING 13 -D.23 APPENDIX 13 -D TABLE 116 -1 MINIMUM REQUIREMENTS (See Note 1) All Clim BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- Factor = 0.65 SHGC = 0.35 %of CFA < =16% U- Factor = SHGC = %of CFA= Exterior door type Wood or insulated Type: Walls — Ext. and Adj. (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wall: R-13 R-6 R-4 R -Value = R -Value = R -Value = Electric resistance heat (See Note 10) Not allowed N1106.AB.12.1 Ceilings (see Notes 3 & 4) R=30 R-Value = Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R -Value = Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6): 40 gal: EF = 0.92 50 gal: EF = 0.90 40 gal: EF = 0.59 50 gal: EF = 0.58 Gallons = EF = Gallons = EF = Air conditioning systems (see Note 7) SEER =13.0 SEER = Heat pump systems (see Note 8) SEER =13.0 HSPF =7.7 SEER = HSPF= Gas furnaces AFUE = 78% AFUE _ Oil fumaces AFUE = 78% AFUE = Programmable thermostat (see Note 10) Must be installed on all HVAC systems. Installed? Yes No Ductwork: (see Note 9) Unconditioned space° Condtioned space Unvented attic assembly per R806.4 with insulation at the roof plane R -6, TESTED NA R-42 Location: Unconditioned space R -Value = Test report: Condtioned space R -Value = (No test report required) Air Hander location: Unconditioned attic' or garage Condtioned space or Unvented attic assembly per R808.4 with insulation at the roof plane Requires test report No duct test required Location: Test report: (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum ()-Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent. 2. Renovations with new windows under z 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be double paned or single paned with a diffuser. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "Interior of wall" requirement (R -6) must be met except if at least 50% of the R -4 insulation value required for the "exterior of wall" is installed exterior of, or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF .= 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607AB.3.2A of the Florida Building Code, Building, or Table N1107.AB.3.2A of the Rorida Building Code, Residential (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13.607AB.3.2B of the Florida Building Code, Building, or Table N1107AB.3.2B of the Florida Building Code, Residential (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R -6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 11 B-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks N1106.AB.1.2 To be caulked, gasketed, weather - stripped or otherwise sealed. Exterior Windows & Doors N1108.AB.1.1 Max .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Sole & Top Plates N1106.AB.12.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting NI106.AB.12.4 Type IC rated with no penetrations (two alternatives allowed). Multistory Houses N1106.AB.12.5 Air barrier on perimeter of floorcavrty between floors. Exhaust Fans N1106.AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. Swimming Pools & Spas N1112.AB2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Hot Water Pipes N1112.AB.5 Insulation is required for hot water circulating systems ( includng heat recovery units). Shower Heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Duct Construction, Insulation &Installation N1110AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI110AB. Ducts in attics must be insulated to a minimum of R-6. HVAC Controls N1107.AB.2 Separate really accessible manual or automatic thermostat for each system. 13 -D.24 2007 FLORIDA BUILDING CODE — BUILDING Penkwit Residence HVAC Load Calculations RHVAC SREt IDENMAL HVAC LOADS Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Penkwit Residence Page 2 Project Report General Project Information Project Title: Penkwit Residence Project Date: Tuesday, August 09, 2011 Design Data Reference City: E. Fort Lauderdale, Florida Daily Temperature Range: Medium Latitude: 26 Degrees Elevation: 10 ft. Altitude Factor: 1.000 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Pry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 46 0 30 72 -2 Summer: 91 78 50 75 59 Check Figures Total Building Supply CFM: 2,374 CFM Per Square ft.: 1.119 Square ft. of Room Area: 2,121 Square ft. Per Ton: 314 Volume (fe) of Cond. Space: 16,968 Air Tumover Rate (per hour): 8.4 Building Loads Total Heating Required With Outside Air: 39,503 Btuh 39.503 MBH Total Sensible Gain: 57,703 Btuh 79 cYo Total Latent Gain: 15,481 Btuh 21 % Total Cooling Required With Outside Air: 73,184 Btuh 6.10 Tons (Based On Sensible + Latent) 6.76 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Penkwit Residence Page 3 Load Preview Report Scope Area Sens Gain Lat Gain Net Sens Win Gain Loss CFM Sum CFM Sys CFM System 1:'4.67 Net Tons, 5.01 Recommended Tons, 305 ft.2/Ton, 27.28 MBH Heating System 1 AED Excursion Duct Loads 1,528 45,070 9,624 1,837 10,920 448 55,991 27,281 316 9,624 2,285 2,955 1,800 1,800 Zone 1 1 -Main House NC 1,528 1,528 33,609 33,609 10,472 10,472 44,081 24,326 316 44,081 24,326 316 1,800 1,800 1,800 1,800 System 2: 0.74 Net Tons, 0.80 Recommended Tons, 387 ft.2/Ton, 7.12 MBH Heating System 2 AED Excursion Duct Loads 310 7,213 641 1,828 1,698 597 8,911 7,121 56 641 2,425 2,817 328 328 Zone 1 2- Mini -Split 1 310 310 4,744 4,744 1,101 1,101 5,845 4,304 56 5,845 4,304 56 328 328 328 328 System 3: 0.69 Net Tons, 0.95 Recommended Tons, 297 ft.2/Ton, 5.10 MBH Heating System 3 AED Excursion Duct Loads 283 5,419 428 1,764 2,863 435 8,282 5,100 31 428 2,198 2,691 246 246 Zone 1 3- Mini -Split 2 283 283 3,228 3,228 2,428 2,428 5,656 2,409 31 5,656 2,409 31 246 246 246 246 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Penkwit Residence Page 4 Total Building Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1A -rm-o: Glazing - Single pane, operable window, 250 8,255 0 23,124 23,124 reflective, metal frame no break 13A -3ocs: Wall - Block, foil insulation only, R -3 foil 2120 9,205 0 5,771 5,771 insulation, open core, stucco finish 16B -19: Roof /Ceiling -Under attic or knee wall, Vented 2121 2,703 0 5,300 5,300 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -19 insulation 22A -ph: Floor -Slab on grade, No edge insulation, no 205 7,238 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 27,401 0 34,195 34,195 People: 9 1,800 2,070 3,870 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,464 1,480 5,429 6,908 Infiltration: Winter CFM: 127, Summer CFM: 302 3,638 12,201 5,316 17,517 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 10,693 10,693 Total Building Load Totals: 39,503 15,481 57,703 73,184 Check Figures Total Building Supply CFM: 2,374 CFM Per Square ft.: 1.119 Square ft. of Room Area: 2,121 Square ft. Per Ton: 314 Volume (ft3) of Cond. Space: 16,968 Air Tumover Rate (per hour): 8.4 Building Loads Total Heating Required With Outside Air. 39,503 Btuh 39.503 MBH Total Sensible Gain: 57,703 Btuh 79 % Total Latent Gain: 15,481 Btuh 21 % Total Cooling Required With Outside Air: 73,184 Btuh 6.10 Tons (Based On Sensible + Latent) 6.76 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on All computed results are e Be sure to select a unit th-t 8th edition of ACCA Manual J. timates as building use and weather may vary. meets both sensible and latent loads. 1 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION AUG 1 6 2011 NOTICE OF ACCE ' ANCE OA E.S. Windows, LLC 10653 NE Quaybrldge Ct. Miami, F133138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictioi? This NOA shall not be Division (In Miami Dad have this product or the accepted manner, th revoke, modify, or to revoke this acceptant. material fails to meet ti 9`- MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamiadade.gov/buildingcode n date stated below. The Miami -Dade County Product Control J (in areas other than Miami Dade County) reserve the right to assurance purposes. If this product or material fails to perform in cur the expense of such testing and the AHJ may immediately 11 y13 or material within their jurisdiction. BORA reserves the right riami -Dade County Product Control Division that this product or . cable building code. This product is approved has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al Farooq Corporation, dated 06-10-04 and last revised on MAR 25, 2010, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. Lower Design Pressures of Door, sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1. for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04- 0825.04 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed. by Ishaq L Chanda, P.E. IAPPROYED 444g NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 0S, 2010 Page 1 E.S. Windows., LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09- 0825.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1 , 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 -10-04 and last revised on MAR 25, 2010, signed &sealed by Javad Ahmad, P.E. B. TESTS 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 drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL -5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL -3947 & FTL -3955 per TAS 201, 202 & 202 -94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09- 0825.04) C. CALCULATIONS (transferred from file # 09- 0825.04) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Vigar, P.E. 2. Glazing complies w/ ASTME - 1300 -02 &-04 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CER INCATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12 -11 -2010 2. Notice of Acceptance No.. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer", expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance and "No financial interest "issued by Al- Farooq Corp., dated 03/25/10, signed and sealed by Javad Ahmad, F.E. 2. Addendum letter dated April 15, 2010, issued by Fenestration testing lab, signed & sealed by Jorge A. Causo, P. E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 09- 0825.04, expiring September.16, 2014. 2. Test proposal No(s) #09 -0225 dated 06/17/09, # 06 -0411 dated 07/31/07 & 02/06/06 approved by BCCO. E -1 •L1 1ks1�� J�. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 148 3 /8' (4) ANCHORS AT MTG. STILES AND MULLION ENDS s• Max. MAME WIDTH -+ 33 11/18° 7y 33 11/18' Fsn MAY FR. HEAD & SIA. FRAME HEAD & S LL FR. HEAD & SILL e. 3• ..E 3' HEAD/SEL CORAIRS 3" Fotosio. CORNERS . 1.11 O� ; i ``; °� 1 ; s• `i �F , ► T 1 ` O v/ 1 / Q; \' ` \ tam &non FOUR CAPANY �' // '/ / / !/ N. —\ (�E � V 2 — o o — -� 11 u yli� = = =T = == IIQ II u /f _ yy ti /`\ u / / = ==- /�`-_ I I© /11 u =IF ! L // \ = fir= = =__ \li II\ D ii \\ X11 \ INACTWE \\ \ LOCK &ROWS SEE SHEET, 2 FOR CAPACIiIZ'\ /, 16 ,ii == =Y --" II it u 1____ ____ I/ 710== ti it it 11 == ==,T == == �� If — — -. ii ! ! / / g 7`: m- - i i B Q 1 � I ry ! ACTWE ..--X IN S ` S /18' ~ 28 3/16' ` - -' 12• 29 5/16' g io D.L. OPG. 33 S /18" D.L. OPG. 38 13/18' SIU. D.L GPO. —° 33 5/18• LEAF WIDTH SERIES -3000 ALUM OUTSW(NG FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WRN OR WITHOUT SIDEUTES. SIDE LUTES CAN BE ON ONE OR 80TH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND ItSHtLI TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HU CA14E ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAD. BE AS LISTED. SPACED AS SHOWN � DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAL1. DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 1.0AD DURATION INCREASE IS USED DN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS [MUM BUT NOT URGED TO SM./METAL THAT COME INTO CONTACT WITH OTHER DISRRAR MATERIALS SHALT. MEET THE REOUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. PANEL WIDTH INSTRUCTIONS' USE CHARTS AS FOLLOWS. ACE APPU MUNTINS BE USED A ( SAN SRS FRAME WIDTH 73* FRAME HEAD - -- 8c SILL SEE HEAD/SEL CORAIRS . 1.11 - II; 1 TOIL g iii *' /! \ T 1 b [f ' O v/ 1 / Q; \' ` \ tam &non FOUR CAPANY �' // '/ / / !/ , ' { — — —\ INACTWE eurr HWGES -. 1Y 3) °.° M TESTED UNITS 21:0-11. KELEJ STEP S DETERMINE DESIGN WINO LOAD REQUIREMENT BASED ON WIND VELOCITY. SM. HEIGHT. WOID ZONE US1I0 APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) A80 DOUBLE (>X) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS. . HINGES. LOCK AND FRAM S81. OPTIONS USED. FOR SIOELRE PANEL (0) CAPAOOY SEE SHEET 2.1. FOR SMITE COM INARC R WITH DOOR Of SIDOUTE SEE MUUJON CAPACIY CHART 081 SHEET 22. THE LOWEST VALUE RESCUING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENRRE SYSTEM. CAPACITY xx ) SHEET 2 CAPACTTY FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. • M 3� MAR I* PRODOCTREVXBD AutaititatosNo MMilslak� -�°�° drawing no. W04 -51 celet 1 of 7 'X' DOORS DESIGN LOAD CAPACITY - P8P (GLASS AND HARDWARE OPTIONS) fAA11fi cif INCHES PRIME WND714 INCHES GLASS TYPES HINGES LOCKS 'A'. 'H & 'D' '0' & '6 'R' OPTION '1' OPTION '2' OPTION '1' OPTION '2' EXT. ( +) OR. ( -) Ext. ( +) NT. ( -) EXT. ( +) ANT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INt. ( -) EXT. ( +) NT. ( -) EXT. ( +) INL ( -) 83-3/4 37 -1/2 70.0 80.0 80.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 39-5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 11111W,11, 4,11C FRAM M1DTH DOO NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. DESIGN LOAD CAPACITY - PS" (GLASS AND HARDWARE OPTIONS) / \ GLASS TYPES eS A� \ 'A'. 'B & 'D' \ / OPTION '1' \ N. / / OPTION '2' Mi., IIIIMr.,..v.A DOO NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. DESIGN LOAD CAPACITY - PS" (GLASS AND HARDWARE OPTIONS) FRAME F8X81T INCHES FRAME WIDiFI INDIES GLASS TYPES HINGIS LOCHS 'A'. 'B & 'D' 'C' & 'F` '8' OPTION '1' OPTION '2' OPTION 'T' OPTION '2' EXt. ( +) NT. ( -) EXt. ( +) INt. ( -) Ext. ( +) INt. ( -) EXT. ( +) NT. ( -) EXT. ( +) ANT. ( -) EXT. ( +) NT. ( -) EXt. ( +) Nt. ( -) 139 --3/4 71 -3/4 70.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 70.0 80.0 90.0 90.0 78 _ - 90.0 90.0 00.0 00.0 9.0 90.0 80.0 90.0 70.0 80.0 90.0 90.0 HINGES; THREE PIECE ALUM 811TT HINGE 81 '0.S. WINDOWS' (3) PER LEAF AT 11° FROM TOP & BOTTOM Arm) AT TAIDSPAN FASTENED TO DOOR FRAME ANO LEAF WITH #10 X 1" WI SIAS (8) 20*0*3 AT FRAME, (5) SCREWS AT LEAF .09D9.1.12O FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ARIES WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES. ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12° FROM TOP & BOTTOM FASTENED TO 0008 FRAME AND LEAF WITH 5/18 -24 X 1' FI4 MS (2) PER WRNS D.L OPENINGS: D.L.O. H010141 ® LEAF HEIGHT - 8.1875' (STD. 80T. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375' (HI RISE 90T. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.825" WIDTHS: Nahum 1001 1'RNAE WIDTH LEAF WIDTH DAVIDE 090. 2/8 (X) 31 -1/2" 28- 11/18' 20 -1/18' 3/0 (X) 37 -1/2' 34- 11/18" 28 -1/19' 3/4 (X) 39 -5/8' 38- 13/18' 28 -3/t8" 3/0 (XX) 59 -3/4" 28- 11/18' 20 -1/18 8/0 (9*) 71 -3/4" 34- 11/18' 28 -1/18' 8/4 (9*) 78' 38- 13/18' 28 -3/18' NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: 114YUTE OPO. Now& HEIGHT FRAM HEIGHT LEA HEW STANDARD BOTTOM RAW. 10- PROFILE 801TOIA RAIL 8/8 79 -3/4" 77 -1/4° 98 -1/18' 1 85 -5/18' 8/0 93 -3/6' 93 -1/4' 85 -1/18. 181 -5 /19' TICKING HARDWARE: ACTIVE LEAF: OPTI01 8tr SURFACE MOUNT DEAD 801.T LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUM8 TURN ON INTERIOR FASTENED TO AGTNE LEAF LOCK STILE WITH (2) 1/4 -28 X 2 -1/2' OH MS LEVER TYPE METALLIC HANDLE AT 37° FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 18-32 X 1 -3/4' PH M5. CONCEALED FLUSH BOLi5 8Y 'StA.LNAN & ASSOC.' MANUAU.Y OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' FROM TOP ANO BOTTOM FASTENED TO LOCK STILE WITH 18 X 3/4' FH 5145 (2) SCREWS PER BOLT EMMA 3 POINT LOCK SYSTEM BY 'INTERLOCK AT 39' FROM HANDLEACACINATES DEAD BOLT AND SHOOT BOLTS fftGNG AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED 10 ACTIVE LEAF LOCK STOLE 18TH (2) #8 -32 X 2' ON MS 1040710E LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEPERS MOUNTED ON INSIDE FACE OF LEAF 578.E LOCATED AT It FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH P8 X 3/4" FH 5145 (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 WATER INFILTRATION LIMITATIONS; WHERE WATER INDURATION RESISTANCE IS REGIME() LOOT EXTERIOR LOADS FOR Al CASES AS FOLLOWS SID. 5191 = +70.0 PS (X & XX DOORS) HI-RISE SILL ' +120.0 PSF (X (X DOORS) ETD.-E81.9 500 JA w0 Ammo DA. PE 1 70592 CAN. 3338 WA 2 5 2010 PR004ECTREWSED mxmit&swiththellodda BuIldingamie Amptanlallo DMa DivIs as 9 y 1 8 drawing no. W04-51 (sheet 20f 7 ) (0) STATIONARY PANEL (0) OR SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIM FT.$4. FRAME 810111 INCHES GLASS TYPES 'A'. 'B', 5 V. '8' EXT. ( +) W. ( -) EXT. ( +) WT. ( -) W. ( +) NT. ( -) 8/8 42 70.0 80.0 90.0 90.0 90.0 90.0 7/0 39 70.0 80.0 8.0 90.0 90.0 90.0 8/0 38 70.0 80.0 87.8 87.8 90.0 90.0 ILL. OPENINGS; D.L.O. HEIGHT = LEAF HEIGHT - 8.1875° (STD. 80T. RAIL) 0.1.0. HEIGHT = LEAF HEIGHT - 11.9375° (HI RISE BOT. WUL) 0.1.0. WIDTH = PANEL WIDTH - 4.000° WATER INFILTRATION LIMITATIONS; WHERE WATER INFILTRATION RESISTANCE IS REQUIRED UNIT EXTERIOR LOADS FOR ALL CASES AS FOU.0W$ SID. SAL ® +70.0 PSF HI -RISE SILL . +90.0 PSF STD. 81U 3 /18' H.S. GLASS 3/18' H.S. GLASS I/8' H.S. MASS 1/8* H.S. GLASS .090* 5NTERAYER. 088" INIERLAYER .090° INTERLAYER .090' INTEH$AYER *DUPONT SENIRYGIAS PLUS' 'DUPONT BUTACITE PHI' WPONT BUTACITE PV9' 'DUPONT BUTAGITE PV8' 3/18" H.S. GLASS 3/18* M.S. GLASS 1 /8° H.S. GLASS. 5 /3Y H.S. (BASS 111-8183 SILL ti 1 DW CORNING 795 GLASS TYPE 'A' 1/8" H.S. GLASS .000° INTERIAYER 'DUPONT SENTRYGLAS PLUS' 1/8. H.S. GLASS SILICONE 001 CORNING 795 GLASS TYPE 'E' aN DOW CORILTNG 795 GLASS TYPE 8' 008 CORNING 795 DOW CORNING 795 GLAZING OPTIONS GLASS TYPE 'D' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 End, JAWS AHMNJ FLA PE OWL C.AHL 3s38 MAR 2 5 2010 ascootpLybigwIththeirkdda Banding Coda D81 'III'II%7, 3 Sr Caning DtY6iee . droning no. W04 --51 Otheof 2.1of 7 ) DESIGN LOAD CAPACITY - PSF DOOR TO SIDEU'8E TO 810EL118 MULLION SIDEIATE MULL SIDiLITE 811D7H FRmE HEIGHT VNIO8ZNFORCED REINFORCED REINFORCED INCHES FT. /OH. EM.( +)/rNT.( -) EXT.( +)/96T.( -) EXT.( +) /INT.( -) 24 80.0 800 90.0 27 80.0 80.0 90.0 30 80.0 80.0 80.0 33 8/8 80.0 00.0 90.0 38 800 80.0 90.0 39 90.0 80.0 80.0 42 880 80.0 90.0 24 80.0 80.0 90.0 27 80.0 80.0 90.0 30 7/0 80.0 80.0 90.0 33 80.0 80.0 90.0 38 90.0 80.0 90.0 38 00.0 80.0 90.0 18 78.9 80.0 90.0 21 74.8 80.0 90.0 24 71.7 80.0 90.0 27 8/0 07.9 80.0 90.0 30 83.0 80.0 90.0 33 82.4 78.9 90.0 r" 7 / /I \ \ - lommil- fo / 30 80.1 70.0 80.0 W \ / \ / \ / i 0 \ / i 5i / iii if \ \ / \ / \ / � ov / NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELTTE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULUON CHART W81 APPLY TO ENTIRE �7S1tM. 3/18• X 1 -1 /2' WEEP SLOT 1 /SRL AT SOEUTES EDGE DLSf. STATIONARY UNITS OPERABLE UNITS ni -Rtl4E FRAME Siti. ATIONARY APPLICABLE TE N AND OPERABLE UNITS OTS 0 W HI -PROS APPLICABLE TO STATE AND OPERABLE UNITS Fier: ,NWO AMMO COAL FL& PE j 70092 CJUL 3538 `L6 2010 PRODUCTRRVISBD s smplymg with tb Plodda coda AcceptanneNo 3 Espintion DSc By Muni Ita L Lsts StCARIN Uhhkn w/7. is 1 e drawing PO. W04 -51 sheet 3ot 7 ) EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE GIST. II TYPICAL. ANCHORS SEE ELWA1fONS FOR SPACRAI METAL STRUCTURE J 1 *: MLAMI —DADE COUNTY APPROVED MUUUCN dt SA1WON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING I/4" DIA. ULTRACCIN BY 'ELCO' (Fu -177 KSL Fy-'S8 R5I) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/B" MIN. PENETRATION INTO WOOD TNRU 1 BY (RICKS 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 (GRADE 1 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy s 36 1(51 MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ner4L-FAX.4126SCE INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO W000 STRUCTURE m 1" MIN. INTO METAL STRUCTURE m 3/4° MIN. CONCRETE AT HEAR. SILL. OR JAMBS Pe . 3000 PM MIN. C -60 HOLLoNJFlLLED BLOCK AT JAMBS Pm • 2000 PSI M N. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. CNIL F CAE t57380592 MAR fl 201U as C/ld9 AensplancoNo GNittsrlon By \L.- t 0YAI 4A. Connol DiSiSiett MAW DNA u wl° $ g drodng no. W04 -51 (sheet 4 of 7 ) ITEM / PART / 409171171 DESCRIPTION 953001 -1 FRAME HEAD MATERIAL 8083 -16 MANF. /BUPPLINB /RENAffi 2 953001 -2 2 DOOR FRAME JAMB 6083 -18 3 953082 -1 FRAME 981. (STANDARD) 6063 -T5 3,4 953025 FRAME SILL (1(1 -171SE) 8083 -15 4 953003 -1 AS REOD. SIOEUTE ADAPTER 8083 -18 933004 AS REGD. SHEAR PLATE 0 ANCHOR LOCATIONS, 8063 -18 3" LANG ES S -1 2/ LEAF TOP AND BOTTOM RAM 8063 -15 64 ES3024 2/ LEAF HI- PROFILE BOTTOM RAIL 8063 -15 7 953005 -1 1/ LEAF DOOR LEAF JAMB - HINGE .SIDE 6083 -15 6 9 993007 -t 1/ I.fAF 0008 LEAF - LOCH SIDE 8063 -18 953007 -2 1/ LEAF DOOR LEAF - KEEPER 8109 6083 -TB 10 953008 -1 AS REGD. swot 51iLE 6053 -T9 11 FB- 1202 -914 2/ LEAF EXPOSED FLUSH BOLT 12 FB- 1202 -914 2/ LEAF OONCEALFD .FLUSH BOLT STEEL. STEEL SULLNAN 4 ASSOCIATES SULUYAN di ASSOCIATES 13 953011 AS RE00. JAMB TRIM 8083 -15 OPTIONAL 14 953012 1 SILL COVER 6063 -16 15 953013 2/ LEAF WEATHERSTRIP ADAPTER 8063 -T5 18 953b44 -1 4/ PANEL. PANEL. CLAMP 6063 -T8 17 E 3003 -3 3/ LEAF HINGE ASSEMBLY SEE SHEET 2 179 2/ LEAF PIVOT HINGES SEE SHEET 2 19 DOOR LOCK (SAVANNAH 201$.) YALE 20 DEAD BOLT LOCK (PREMIER) YALE 21 27 5223211(1 983020 AS RECD. AS RECD. FIN -SEAL PILE W'SIRIPPING BULB WEATHERSTRIPPING VINYL. ULTRAFAB AT SIDELITE PANELS 23 1/ HINGE HINGE REINFORCING BAR ALUNITA* 24 AS RECD. HINGE REINFORCING BAR ALUMINUM 1 -1 /4'X1 /8"X4 -1/4" LONG 1/8" THK. X 7 -7/8" LONG 25 2/ LEAF 3/5" MA. THREADED ROD W/ NUTS STEEL 28 AS RE00. FRAME ASSY. SCREWS #10 PAN HEAD SMS 1 1 till 27 AS REOD. MULLION REINFORCING CHANNEL A36 STEEL 28 954014 AS 9900. BOTTOM RAIL. GLASS STOP NEOPRENE 29 ES4019 AS RECD. PANEL 581CONE STOP NEOPRENE 30 AS RECD. 3/8" 01A. X 1/8' HT. BUMPER SILICONE FRANK LDWE RUBBER CO. 31 954013 AS 9900. WEDGE GASKET 32 953022 ai saa. FLUSH EMT BRACKET BRACKET WSTALLA70 N SCREWS 6083 -15 ,10 X 1" FH SMS 34 0 /LON AS REGD. DOOR PANEL W'STRIPPI70 501(1 Pan Emir: JA1G10 Nakao CML RA PE 1 70592 530 tog 9. F 20111 PRADUCTRBVISED sacomplyiegwithiberlatida BuildingCoas AspoplameNligga Bywhadoaliole r,, • it o; Lj -0� a 1 drawing no. W04 -51 (sheet 6of 7 8 1 "I 225 .105 �' it WEDGE GASKET (SCALE 1:1) (Q i + 11 1.300 r[ 4.000 1.779 2.125 0.375 ' 1 z ap 6 i d ii a t 0� 2.290 .6� m.312 0® .078 '� 1- -2.016 FRAME HEAD /JAMB r____3.35707. z.� L alas 7; ® 7 I I 4 t9 WEATHERSTRIP t.e� r ow 2.674 ® SHEAR PLATE e1 1.500 ADAPTER 5/16' MA. I STEEL �N JZ4 �e ® e 8.375 1.-1.750 .. -11 .800 4® -4.852 JAMB TRIM .045 (OPTIONAL) g g 1 g I- I- r 8 g. $ z i o-� g i 1 0 4.000 .078 3.5� 2.000 L 1 © I ` I 13 lir 13 Q 3 PIECE HINGE .590 ® TOP /BOTTOM RAIL .250 1.112 .125 1 .>o 1.531 2.000 2.674 078 3 PANEL CLAMP ® REINF. - MULLION CHANNEL i' ¢ i i i �z�Q " p . 1 .750 2.000 3.390 ® SIDELITE ADAPTER .913 .. .- a.�.t49 2.183 1.750 .490 - �-- S13 �L .078 .621 72$0 .279 fail 4 J, .913 r" -7'1 1.500 1.146 `` I { 7.750 .082 094 10 SIDE UTE STILE F.' I ,- �+ .479 .927 is SILL COVER 4� ® FRAME SILL (STD.) Eby e „ 4.625 .913 1.954 S 8 :g.. 4.000 .094 - 1.148 •54 WO woad iiA E t CAN. 13586 5 2010 p 8gy�ffi7 the Fladda Biadation r .. Wawa `` 1.984 4 `�-. 5901.750 480 1 9__. .5763 _ - 2.000 I 1.790 .990 , '•� wi ri drawing no. W04 -51 - -� -r i .078 .094 4.000 0 0 LOCK STILE /KEEPER STILE .913 Qi HINGE STILE �• -1.750 - 4. (: HI- PROFILE BOTTOM RAIL ® FRAME SILL (HI -RISE) sheet 6.101 7 FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER STATIONARY PANEL OR SIDELITE CORNER UN o a if 1 k drawing no. W04 -51 (sheet 7of 7 ) >4. NO EXCEPTIONS TAKEN REVISE & RESUM1T CW"CKED BY: 4Z'T-41t( -- REJECTED EXCEPTIONS NOTE Review of this subiliaal by Twenty First Century Engineering Corporation Is sof* for general t7craniArince with the design concepl, of the prolect and general compliance with the Information Cccr''En.ictor lo respc,nsible for dimensions, which shall be confirmed and & Construction; coordination °lite BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid alter the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. ff this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1000/1050 Aluminum Single Hung Window- L.M.L APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series - 1/1050 Alum. Single Hung Wdw. (L.M.I)", sheets 1 through 8 of 8, prepared by Al Faroe Corporation, dated 07/31 /03 with revision "G" dated 07/15/09, signed and sealed by Arshad Vigor, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed 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 entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08-0527.12 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.n damidade aov/bulldini code [;�'x: � •,�. , •:�•_.�.: ��: it l ^RRROvE NOA No. 09- 1008.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 Page 1 ES Windows LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, titled "Series- 1000/1050 Alum. Single Hung Wdw. (L.M.I)" Sheets 1 through 8 of 8, prepared by Al -Farms Corporation, dated 07/31/03 with revision "G" , dated 07/15/09, signed and sealed by Arshad Vigar, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of a series 1050 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5815, dated 02/13/09, signed and sealed by Michael R. Wenzel, 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 24113.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25 /08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07- 0928.14) 3. 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 marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05- 1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05-0720.01) 4. 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 24113.2.1, TAS 202 -14 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05-1448, dated 04/22/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05-0720.01) E -1 Mann Perez, Product Control NOA No. 09- 1008.05 don Date: November 06, 2013 Approval Date: December 30, 2009 SS Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 24113.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03- 0910.03) 6. 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, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06/09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Faroe Corporation, dated 07/27/09, signed and sealed by Arshad Vigar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. .Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 31, 2009 signed and sealed by Arshad Vigor, P.E. G. OTHERS 1. Notice of Acceptance No. 08-0527.12, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 07/10/08 =. , ,, piring on 11/06/13. E -2 Perez, Product Control NOA No. 09- 05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 jY CAL ELEVATION SERIES 1000 (STD. SILL) 10' NAK. HEAD/Sill i% a 8' MAK. HEAD/SILL CORNERS SERIES- 1000 /1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR 31NGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT. 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 1NTO WOOD ONLY. MATERSI.S INCWOIEI 910 NOT LILITED TO STEEL/METAL SCREWS. THAT CAME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 41 1/8• D.L CPO. 49 15/18' VENT WIDTH 53 I/8' RN= 1113TH TYPICAL ELEVATION SERIES 1000 98 -RISE SILO 1 THESE WINDOWS ARE RATED FOR LARGE & SMALL M15591 IMPACT. SHUTTERS ARE NOT REQUIRED. Erna MHO ei401 M PE / 335583 SEP 01 2009 ►ABDUCT REVISED with 1M 111rib gift Codp Peteerareee Re -Date VI it tiJ drawing no. W03 -56 (sheet 1 of § ) EQUAL mu WINDOWS DESIGN LOAD CAPACITY - PSI? (H -RISE 8I1.1.) WINDOW DIMS. STANDARD TOP RAH. HEAVY DUTY TOP RAIL 0L400 TYP9 'A' OLeSS TYPES 'B'. V. D' 8 '8' GL698 717ES 'B', 'C. 'D' & '8' 910TH 6616X7 %7.( +} INT.( -) 037( +) 1NL( -) DD.( +) INT.( -) 19 -1/8' 28 -1/2' 37' 42° 49' 83 -1/8' 28' (3) 70.0 80.0 804 90.0 00.0 904 709 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 00.0 80.0 904 70.0 80.0 80.0 90.0 80.0 904 70.0 809 80.0 90.0 804 90.0 70.0 804 80.0 90.0 80.0 90.0 19 -1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 38 -3/8' (4) 799 80.0 80.0 90.0 809 004 70.0 80.0 60.0 980 90.0 904 70.0 800 80.0 004 80.0 90.0 709 60.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 93.0 804 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 50 -5/8" (5) 70.0 800 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 00.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 909 80.0 90.0 70.0 80.0 90.0 90.0 80.0 00.0 19 -1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 58' (5) 70.0 80.0 80.0 910 80.0 90.0 70.0 80.0 80.0 904 80.0 90.0 700 80.0 80.0 90.0 804 90.0 710 80.0 SO 90.0 80.0 904 710 90.0 609 90.0 800 90.0 700 800 0.0 904 804 000 19-1/8' 28 -1/2' 37' 42" 49' 53 -1/8' 83' (8) 70.0 804 80.0 90.0 80.0 00.0 70.0 804 80.0 904 60.0 90.0 70.0 80.0 80.0 904 80.0 909 70.0 80.0 80.0 90.0 504 90.0 70.0 80.0 810 90.0 80.0 90.0 70.0 809 80.0 90.0 804 90.0 19 -1/8" 28 -1/2' 37" 42' 49' 53 -1/8' 68' (8) 70.0 60.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 800 90.0 704 80A 80.0 90.0 80.0 909 70.0 60.0 80.0 90.0 809 00.0 70.0 80.0 80.0 10.0 80.0 90.0 - - - - 809 00.0 19 -1/8' 28 -1/2" 37" 42" 49" 53 -1/8" 704 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 809 00.0 74 -1/4' 70.0 804 804 90.0 804 90.0 (7) 70.0 80.0 80.0 909 60.0 909 - - - - 80.0 90.0 - - - - 80.0 904 19 -1/8° 28 -1/2' 37" 42° 49' - - - - 80.0 90.0 - - - - 80.0 90.0 ye - - - - 80.0 90.0 (71 - - - - 804 90.0 - - - - 80.0 90.0 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. LIMIT EXTERIOR(+) LOADS TO 70.0 P8F FOR STD. SILL 67PD. TDP RAIL. 8-1000 SID. TOP RAIL 9 -1080 8 ISE QU9'Y T0P > - S-1000 11060? 0111? TOP RAIL. 9-1050 UNEQUAL LTTES (09161. TYPES) WINDOWS DESIGN LOAD CAPACITY - P8? (111 -1U99 SILL) W111008 DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL GLASS TYPE A' MASS TYPES V. '0', '0' & '8' OLA98 TYPES 'e'. 'C, 'o' & '8' WIDTH P4010N7 EXT.( +) 1674-) EXT.( +) 1NT.( -) EXT.( +) 167.(-) 19 -1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 50 -5/8' (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 904 909 99.0 70.0 80.0 804 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 74.0 80.0 90.0 80.0 90.0 19 -1/8' 28 -1/2' 37' 42' 49" 59' (5) 704 80.0 80.0 90.0 80.0 90.0 70.0 804 890 90.0 804 90.0 704 80.0 0.0 90.0 80.0 90.0 70.0 804 804 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1/8' 28 -1/2' 37' 42' (8I 70.0 804 80.0 90.0 80.0 904 70.0 804 80.0 00.0 was no 70.0 80.0 80.0 90.0 804 90.0 - - - - 604 904 19 -1 /8' 28 -1/2' 37' 68' (8) 70.0 80.0 804 00.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 909 - - • - - 80.0 90.0 19 -1/8' 28 -1/2' 74 -1/4' (7) 70.0 80.0 80.0 00.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 00.0 • NO. 114 PARENTHESIS INDICATE NO. OF ANCHORS PER JAM8. LIMIT EXTERIOR(f) LOADS TO 70.0 P8F FOR STD. SILL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 6+qn ammo 980 can FLA. PE / 999398 CAN. 387 SEP 01 Z009 tf:11: 'uou.. o drawing no. W03 -56 sheet 2of8) TYPICAL ANCHORS SEE ELEV. FOR SPACING MUM -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE EtEVS. FOR SPACING SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL, ANCHORS; s& ELEV. FOR SPACMo 1/4" DIA. ULTRACON BY "ELCO" (Fu -17T KsI, Fy.133 KSI) INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y 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 14 SMS OR m C OML! ENO SCREWS (OR/E 2 CES) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. a .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy ® 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE [ESTANCE INTO CONCRETE AND MASONRY m 1 -1/2" MIN. INTO WOOD STRUCTURE 1" M0(. 114TO METAL STRUCTURE a 3/4" MIN. CONCRETE Pe - 3000 P81 MIN. C -90 H0U.OW/FlU.ED BLOCK f m s 2000 PSI MW. SEtLAN%e ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHQL.ES: W1 m 1 -1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END W2 1 -5/18" NOTCH AT EACH END SERIES -1000 VENT WITH SPRRIG LOADED LATCHES SEP 01 2009 TYPICAL ANCHORS SEE ELEV. FOR SPACING MAX. I /4' SHIM STRICTURE VENT 8MO1H m m 1 jw--: i; i^ ,-nr 11 IIIIIMIIIIIIIIIIIIIIIIIr- _.- j ITEM # PART 0 READ. DESCRIPTION MATERIAL MANF. /8UP 1 651001 -1 1 FRAME HEAD 6083 -T8 - 2 651002 -1 1 FRAMs; SILL (STD.) 8063 -16 - 2A 651101 1 FRAME 58L (HI -rte) 6063-T8 - 3 ES1003 2 FRAME LIMB 8063 -16 - 4 ES1005-1 1 FOMD M10. RAC. (CDR SPRING LATCH) 6063 -1e - 4A 651051 1 FIXED MTG. RAIL (FOR SWEEP moo 8063-T6 - 5 ES1004 -1 1 STD. VENT TCP RAIL (P08 SPRING LATCH) 8063 -76 - SA 652004 1 HEAVY DUTY 96147 TOP RAIL (FOR SPR01O LATCH) 8063 -T6 - 6B 651052 1 STD. VENT TOP TAR. (FOR SWEEP LATCH) 8063 -18 - 50 651083 1 HEAVY DUTY VENT TOP RAN. (FOR SWEEP LATCH) 8063 -T8 - 8 651006 -1 1 VENT BOTTOM RAIL 8063 -18 - 7 651007 -1 2 VENT SIDE RAIL 6063 -15 - 8 651008 -1 AS R00. GLAZDIO BEAD 6083 -18 - 9 - 631009 -1 2/VENT SPRING LOADED VENT LATCH 6063 -75 AT 8' FROM ENOS 9A - 2/VENT SWEEP LATCH ZAMAX AT 11" FROM ENDS ES #8 8 r 2/ LATCH LATCH O4STAUATION SCREWS - 114 US 10 ES1012 1 /LATCH LATCH SPRING ST. STEEL - 11 651010 AS RE00. (LAZING WEDGE SOFT PVC - 12 !e X r 20 FRAME & VENT ASHY SCREWS CRS P14 SMS 13 651011 2/VENT SASH CAM CEI.CON - 14 43820 -187 AS R60D. PIE WSTR1PPMO WITH PLASTIC FIN - AMESBURY OR EQUIV. 15 43828 -187 AS RECD. P111 WSTRIPPWIG 81114 PLASTIC FIN - AMESOURY OR EQUIV. 16 - 2/ VENT BLOCK & T*C)O.E 8M.ANC6 5698:5 120 BY 854 17 - 2/ VENT SPIRAL BALANCE - - 18 651013 -1 2 SASH STOP .. - 19 661505 - FLUSH FRAME ADAPTER 6083 -T5 OPTIONAL 20 - 1 5/16' 80X SCREEN - OPTIONAL 1/4• MAX. MILS TYPICAL ANCHORS FORD O 0 EXTERIOR 04. OPG. 0891001E W01H NO' 1BY . WOOD BUCKS v TYPICAL ANCHORS SEE ELEV. FOR SPACING l/4° MAX. SERIES -1000 SERIES -1050 RI STRU.TURE Ear Ati6tu0 VXL1A CAB FIA PE /36683 SEP 01 2009 1126811LT REVIEW an•el$ 81k 1b8 *7 j INWIAR Cods i. . OrJ 1' /3 1 hit 1 A 1 a w 1w drawing n0. W03 -56 (sheet 5 0! 8 ) ALT. NWU -OWE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER AASIkOD KmA RA PE t SEP 01 2009 ro 1 1 a drawing no W03 -56 (sheet 6 of a ) 2.190 1.130 1.130 t ro .719 2.330 '0 1 I 1.344 I .062 2.093 1.344 Al .062 2.063 ,913 { • L 092 ,� ti 4i ql $ ifi [ I 1 -1-- 913 .790 - tr�H�� *5°Q .930 O STD. VENT TOP R s -1000 .813 j STD.SVENT .930 rop 2.266 2.392 - FRAME HEAD 19 FLUSH FRAME ADAPTER RAIL RAIL 2.186 813 1.230 .078 1.122 1.630 - .930 - 1.930 1.130 2.336 1.242 930 tii 1.421 1.250 lit 1 2.063 1.230 .193 r i1 ,seo 2.063 ■` 062 1.400 062 H.O. VENT TOP ® SERIES -1000 .082 - I - H.O. VENT ® DES -1050 X O9 VENT .760 LATCH 1 E.S. VANDOWS. LLC 5220 N.W. 72 AVE. BAY #4 W MI. FL. 33166 la. (305) 624 -77T5 FAX. (305) 824 -77771 _� 1.344 FRAME JAMS .562 RAIL 992 62 TOP RAIL ti 328 .147 .062 992 .992 1 � 2.113 443 �i' no WEDGE GLAZING GLAZING .837 BEAD 1.Z - {� 1 [ f' 1.675 1 ,O82 - 2.181 49 .868 .849 .715 1.212 a -11 1.212 MSEf6ES -1090` .937 .062 930 913 gi1 . ;11 1111 111 1 .290 89 i _L, f 2.188 082 Q7 VENT 1.434 SIDE 913 RAIL Q VENT 1.149 - BOTTOM RAIL 4 d < o x497 082 3.127 2.457 062 2.502 1.339 -I 1 �. n �t . ____ ---• •. � �{ °�..�. .10 �' Erg?: MEMO FLA. PE ! 683 A---- J93 SEP 1 2009 the Plaids PIODUCTRAVISED ,:A.., - 1 ris^1G 13 !7L- IM,' .�.. �, I9714 87L__4 { {{{� � - 1.331" .1'-.I �! -L.._- ! 1.879 -- drOWing no. WO3 -S6 ® FRAME SILL (STD.) 2.331 ® FRAME SILL (HI -RISE) (shoot 7 of 8 ) VENT CORNER DETA1t. k drawing no. W03 -56 C sheet 8et SHOP DR CHECKED BY: DATE il-sovED As susrorrEu 4-10 EXCEPTIONS TAKEN REVISE & RESUMIT .MMINIMONE REJECTED EXCEPTIONS NOTED eview of this submittal by Twenty First Century Engineering Corporation is solely for general conformance with the design concept of the project and general compliance with the information and cpe::Mcalleno. Contractor Is responsible hr dimensions, which shall be confirmed and nt The i;:Cb sE1e; fabrication processes and techniques of construction; coordin tion of the ail ether trades; and Mc caiblactory performance of the Wet* per M00% ;91 CORR MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions - L.M.L APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E", signed and sealed by Arshad V igar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement " Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 06- 0913.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA ME1RO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www miamidade nov/buildinncode APPROVED 6ricsi NOA No. 09- 0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -044 , titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E", signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 32.1, TAS 202 -94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted wader previous NOA 04-0712.01) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al- Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Vigor, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted wader previous NOA 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 06- 0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp :... •n 09/16/09. E -1 Jaime +. Gaseon, P. Chien Product Control Division NOA No. 09. 0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 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 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLOE% BLRLEN° CODE 2007 EDITION INCLUDING HIGH VELOCITY H1RREANE ZONE (HVH2 ). ALL GLAZING PRODUCTS USED WITH THESE MRUON5 MUST MEET THE APPUCAHLE BUILDING CODE REOUIREMENIS 1.E: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. W000 BUM BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOAM 10 T10: STRUCTURE. ANCHORS SHALL BE AS USIEO. SPACED AS SHORN ON 0ETAR5. EMBEDMENT TO BASE MENIAL SHALL BE BEYOND WALL C0 (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROWR. A UM MIEN INCREASE IS USED N DESIGN OF ANCHORS NT0 WOOD ONLY. ►WERMLS INCLUDING BUT ACT LMBED TO 311113ppe. SRS. THAT COME 000 CONTACT WITH OTHER OISSIIEAR MMERWLS NHALL MEET THE REQUIREMENTS OF 2107 HARM BLDG. CODE SEC/10N 2003.8.4, 2411.3.3.3 MO 2328. INSTRUCTIONS: USE CHMITS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REW0IS0 PER ASCE 7 FOR PARTNXA*R OPENING. USE MIAs —DAM COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENIS. USE CONNECTION TO M ULUON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH pE'S*N RATING MORE THAN DEBBY LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 15011 8 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DEMON RATING MORE THOR THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE TENDON OR 0008 APPROVAL FOR FASTENERS SIZES AND SPACING OCT Tnen ARSHAG NOW M. PE 838 ©17009 P g ow n '4g nio sheet 1 of 1.000 -. �.1 1 X 3 STD. MULLION 6063 -T8 4,000 1.000 1 - ri.125 --.125 X 4 STD. MULLION 8063 -16 2.000 .125 i_Z000--1 Ed - WIN. EDGE 01ST. 1/2' FOR 1/4' 2A. ARMORS 5/8• FOR 5/16' ON. AIR210RS ANGLE CLIP 6083 -T5 3.000 3.000 8 -1.t r- .33s .335 —.125 1 X 3 CUSTOM MULLION 6083 -16 2X3 STD. MU! LION 6063 -T8 4.000 125 1 X 4 CUSTOM MULLION 6083 -16 •2,000_._. r.125 2X4 STO. MULLION 6063 -16 5.000 2 X 5 STD. MULLION 6083 -16 2.000 2X8 STD. MULLION 5053 -18 —.125 6.000 2 X 6 HEAVY MULLION 6063 -16 a 54670 .125 -• 2.750 3.750 1/2• 1YP. Ed - 18l1. 0000 06T. 1/2' Fat 1/4' DIA. ANCHORS 5/8' Fat 5/18' OK ANCHORS MULLION CUP 00&3 -T6 Ed. Ed 1/2' FOUR 1/4 OM ANCHORS 5/8° FOR 5/15' Om ANCHORS MULLION CUP 6063 -T8 FFtCd3536 OCT 01 Z0D9 V k it Jt drawing no. M04-04 (sheet 29f 8 J �Iry i DESIGN WAD CAPACITY - 102" (TUBE MUUUJONS) 9281014 I.OAD CAPACITY - PSI? OUSE 14ULI30I4S) DESIGN LOAD CAPACITY - PS? (7006 MULLIONS) WINDOW DIMS. 1 %S STD. 124 STD. 11 3 CUSTOM 114 M. $ %8 STD. EX8 am WINDOW DIMS. 1X9 STD. 74.8 124 STD. 140.9 123 124 STD. 150.0 8X8 STD. 150.0 8 %8 HEAVY 150.0 WINDOW 1X3 STD. - 1X4 5PD. 37.8 123 114 CUSTOM 9TD. 96.7 8 %8 STD. 148.1 $ %8 HEAVY 180.0 I a II 4 1 <. 9TD. STD. 2X3 STD. 115.1 8Y4D$X5 STD. 150.0 8An8 STD. 27.3 STD. 55.3 "OTII (w) MULL 50614 witmi (w) 19 -1/5" 24 -f/2" 30' 37' 42' 48' 54' 50" 66' 72' WJ.L 5768 74 -I /4" MOTH4 (w) 19 -1/8' 26 -1/2' 30° 32' 42' 48' 54" 60' 48' 72' MUU. SPN4 120' 19 -1/8' 26-1/2' 30' 37" 42' 48" 54' 80' 58" 72' 38 -3/6' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 790.0 190.0 190.0 190.0 150.0 150.0 53.8 101.7 53.1 148.6 160.0 150.0 150.0 - 27.3 - 39.9 89.8 105.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 474 89.8 73.4 131.3 150.0 150.0 150.0 - 24.1 - 35.3 81.7 932 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1500 38.5 72.8 59.5 106.4 145.9 150.0 150.0 - - - 28.8 50.0 75.6 138.8 149.6 1500 150.0 150.0 150.0 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 150.0 - - - 25.2 44.1 500 122.3 130.9 150.0 150.0 150.0 150.0 150.0 150.0 29.7 58.1 45.9 82.1 1149 150.0 150.0 - - - 22.0 36.5 58.2 107.0 116.3 150.0 1500 150.0 150.0 150.0 150.0 26.4 49.9 409 72.9 102.1 135.2 150.0 - - - - 343 51.8 50.1 104.7 150.0 150.0 150.0 150.0 150.0 150.0 23.8 44.9 38.7 65.6 91.8 121.7 150.0 - - - - 309 48.6 65.8 95,2 150.0 146.8 150.0 150.0 150.0 150.0 21.6 40.6 33.4 50.7 83.5 110.6 150.0 - - - - 26.0 42.3 779 87.3 140.1 134.6 150.0 150.0 150.0 150.0 - 37.4 30.6 54.7 78.5 101.4 160.0 - - - - 25.7 38.8 71.3 19 -1/8' 28 -1/2" 30' 37" 42' 48' 54" 80' 86" 72' 50 -5/8' 150.0 150.0 1500 150.0 150.0 150.0 150.0 19 -1/4' 28 -1/2" 30" 37' 42" 48° 84' 50' 88° 72' 54' 51.5 110.1 79.5 150.0 190.0 150.0 150.0 19 -1/8' 28 -1/2' 30' 37' 42" 46' 54' 60" 56' 72' 132' - 365 50.5 41.8 72.7 1169 150.0 138.3 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 - 204 - 30.0 52.5 63.4 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 32.8 702 50.7 102,5 143.5 150.0 150.0 - - - 28.5 48.3 73.7 135.4 97.6 150.0 150.0 150.0 150.0 150.0 150.0 25.6 58.9 41.1 83.3 116.4 150.0 150.0 - - - 215 37.6 59.7 150. 852 138.0 132.6 150.0 150.0 150.0 150.0 23.4 50.1 36.2 733 102.5 135.8 150.0 - - - - 33.1 525 96.7 L ALUMINUM TUBE MULLIONS E.S. MOMS. LLC 5220 N.W. 72 AVE BAY #4 MIAMI, FL. 33166 70.. (305) 624-7775 MX. (305) 624 -7777 75.2 t209 116.0 150.0 180.0 150.0 190.0 20.5 429 31.7 84.1 892 118.5 1800 - - - - 29.0 46.1 84.8 50.8 1073 103.1 150.0 150.0 150.0 1505 - 39.0 28.2 57.0 79.7 104.8 150.0 - - - - 25.7 40.9 75.2 50.2 98.8 92.5 141.2 1500 150.0 150.0 - 35.1 23.5 51.3 71.6 95.1 150.0 - - - - 23.2 385 87.7 54.7 575 84.4 128.4 150.0 150.0 150. - 31.9 230 46.8 85.2 88.4 1500 - - - - 21.1 33.5 81.5 50.1 505 77.3 117.7 150.0 1500 150.0 - 29.2 21,1 42.7 599 79.2 1469 - - - _ - 301 56.4 19 -1/8" 26 -1/2' 30' 32' 42' 48' 54" 80" 66" 72" 58' 143.8 150.0 150.0 150.0 150.0 1500 150.0 19 -1/6' 28 -1/2' 30' 37' 42' 48" 54' 50' 66" 72° 96' 34.5 74.0 53.3 10.1 1500 1500 1500 19 -1/8' 26-1/2' 30' 37' 42' 48" 54' 80' 68° 72' 144' - 21.9 - 32.0 660 89.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 - - - 23.1 404 64.3 118.0 91.7 147.2 141.4 150.0 1500 150.0 1500 22.0 472 34.0 68.9 1099 1495 1500 - - - 20.4 35.7 56..6 104.3 743 1193 114.7 150.0 150.0 150.0 150.0 - 38.2 27.5 55.9 831 118.0 150.0 - - - - 286 460 54.5 85.5 105.1 101.0 150.0 150.0 150.0 150.0 - 317 243 49.2 78.5 104.3 150.0 - - 25.5 404 74.5 573 92.0 88.4 134.5 150.0 150.0 150.0 - 29.6 21.2 43.1 58.7 91.0 150.0 - - - - 22.3 36.3 65.2 50.9 81.0 78.6 1195 150.0 150.0 180.0 - 26.3 - 38.3 61.0 50.9 1466 - - - - - 31.5 57.9 45.8 73.6 70.7 107.8 150.0 150.0 150.0 - 23.8 - 34.4 54.9 72.5 133.7 - - - - - 28.4 52.1 41.7 889 84.3 97.8 136.8 150.0 150.0 - 21.4 - 313 49.9 86.2 1216 - - - - - 25.8 47.4 382 61.3 58.9 69.6 125.4 150.0 150.0 - - - 28.7 45.8 60.7 111.5 - - - - - 23.8 43.4 19 -1/8' 28 -1/2" 30" 37' 42' 48' 54' 50' 68" 72' 83" 121.9 150.0 150.0 1500 150.0 1505 150.0 19 -1/8' 28 -1/2' 30' 37' 42" 48" 64" 50• 418" 72" 150° 24.2 51.9 37.4 75.9 132.7 150.0 150.0 420118 TO 112 MIMED 71. IN6Jld4 =ES RECTANSAAR s 4/2 �''� j i • 10. �,7 V 1 1p� �n C 1 50.0 141.2 135.7 150.0 150.0 150.0 150.0 - 37.5 27.0 549 956 130.2 1800 77.7 1249 119.9 1500 1500 150.0 150.0 - 33.1 23.9 48.4 84.6 115.0 150.0 830 555 101.2 49.1 972 596 147.9 130.3 150.0 150.0 150.0 150.0 150.0 150.0 - - 30.9 23.7 - - 39.2 34.8 588.8 80.4 93.3 822 150.0 150.0 L`:` !^ PROfl11C1 ' 11, v # 0.42916 PROOIICT Y OIA28*0 PROt6701 48.6 780 74.9 114.0 150.0 150.0 150.0 - 30.7 - 30.2 52.9 719 1321 II 43.2 893 866 1013 1416 150.0 150.0 - - - 28.9 47.0 63.9 117.4 PROa10* 38.8 824 59.9 912 127.8 150.0 150.0 - - - 24.2 423 57.5 11.6.7 363 68.7 54.5 82.9 115.0 150.9 150.0 - - - 22.0 38.5 52.3 98.1 32.4 62.0 49.9 780 108.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.( +) /INT.( -). wt 92 MULL= SPAN - * 4 4 m 0 0 m MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. S-. _ .-., 6t b 1( (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS. - - -- - en-Mr Mr- maxim RBDt$WEU o with the PImid4 "" - • . RA PE /131983 ANCHORS TYPE 'Q' AND 'E' APPLICABLE TO 011+92 C.A.N. WIDTH (W) m 2 4 ", 5" AND 6" TUBE MULLIONS. vat -f . . r drawing n°. M04-04 ANCHORS TYPE A. 'B' AND 'C' APPUCABLE TO ALL TUBE MULLIONS. MULLIONS OCT 61 x019 • • 4' • ` 0 Y.4sMn EIIf1 I DESIGN LOAD CAPACITY - P5? WINDOW DINS. ANCHORS TYPE WIDTH (W) MULL SPAN A 8 C D E 19-1/8" 750.0 150.0 150.0 180.0 150.0 26-1/2" 150.0 150.0 150.0 150.0 180.0 30" 143.1 180.0 150.0 150.0 180.0 37" 118.0 150.0 150.0 150.0 150.0 42' 102.2 1509 132.9 150.0 150.0 48' 38 -3/8" 89.4 150.0 116.3 150.0 150.0 54' 79.5 147.3 103.4 150.0 150.0 80° 71.5 132.6 93.1 150.0 150.0 55° 65.0 120.5 84.6 150.0 150.0 72" 59.8 110.5 77.6 120.0 180.0 19-1/5" 150.0 1 50.0 150.0 180.0 150.0 26-1/2" 122.8 150.0 150.0 150.0 150.0 30' 108.5 150.0 141.1 150.0 150.0 37" 679 150.0 114.4 150.0 150.0 42' 77.3 143.6 1003 1 50.0 150.0 48" 50 -5/8" 679 125.6 88.2 150.0 150.0 54" 803 111.7 76.4 1509 150.0 60" 54.2 100.5 70.5 141.1 150.0 65° 49.3 91.4 84.1 128.3 150.0 72' 45.2 83.8 58.8 117.8 147.0 19 -1/8' 148.5 150.0 150.0 150.0 150.0 26-1/2" 107.2 150.0 139.4 150.0 150.0 30" 94.7 1500 123.1 150.0 150.0 37" 763 142.3 99.8 150.0 150.0 42" 87.6 125.3 88.0 150.0 150.0 48° 58' 59.2 109.7 77.0 150.0 1550.0 54" 568 97,5 88.4 1385 150.0 60" 47.3 57.7 81.8 123.1 150.0 65" 43.0 79.7 58.0 111.9 139.9 72' 39.4 73.1 51.3 102.8 128.3 19-1 /8° *36.7 150.0 1509 150.0 180.0 26-1/2' 98.7 180.0 128.3 150.0 1509 30' 87.2 180.0 113.4 150.0 150.0 37' 70.7 131.0 91.9 150.0 150.0 42" 52.3 115.4 81.0 150.0 150.0 48" 63" 54.5 101.0 70.9 141.7 180.0 54" 48.4 59.7 639 1260 150.0 50" 43.8 80.8 88.7 113.4 141.7 89* 39.8 73.4 513 103.1 1268 72" 36.3 97.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - P80' WINDOW DONE. ANCHORS TYPE WIDTH (W) KU SPAN A 8 C D E 19 -1/8" 116.0 150.0 150.0 150.0 150.0 28-1/2° 83.7 150.0 108.9 1 50.0 150.0 30' 74.0 137.1 98.2 150.0 150.0 37" 80.0 111.1 76.0 150.0 150.0 42' 52.6 97.9 69.7 137.4 1509 48" 74 -1/4' 46.2 65.7 60.1 120.2 150.0 54° 41.1 76.1 53.4 108.9 133.6 50' 37.0 895 48,1 96.2 1202 86' 33.8 82.3 43.7 87.4 109.3 72" 30.8 57.1 40.1 80.2 *00.2 19 -1/8' 102.5 150.0 133.4 150.0 150.0 26-1/2" 749 137.1 98.3 150.0 150.0 30" 65.4 121.1 55.0 150.0 150.0 37' 539 962 68.9 137.9 150.0 42" 48.7 565 80.7 121.5 150.0 48' 84' 40.0 75.7 53.1 108.3 132.9 54" 38.3 67.3 47.2 94.5 118.1 80' 32.7 60.6 42.5 85.0 1063 66" 29.7 55.1 38.8 77.3 969 12" 27.2 50.5 364 70.9 86.6 79 -1/8" 89.7 150.0 116.7 150.0 150.0 26 -1/2" 84.8 120.0 84.2 150.0 150.0 30° 57.2 108.0 74.4 148.8 150.0 37' 464 85.9 80.3 120.8 1500 42" 40.9 75.7 53.1 108.3 132.9 48° 98' 399 66.3 46.5 93.0 1163 54" 31.8 569 41.3 82.7 103.3 60" 299 53.0 37.2 74.4 93.0 86" 26.0 48.2 33.8 67.6 843 72" 239 44.2 31.0 62.0 77.5 19-1/8" 799 147.8 103.7 150.0 150.0 26-1 /2' 87.8 108.7 74.9 149.7 150.0 30" 80.8 94.2 56.7 132.3 150.0 37' 41.2 76.4 53.5 107.2 134.1 42' 36.3 67.3 47.2 94.5 118.1 48' 188' 319 569 41.3 88.7 103.3 54" 282 52.3 88.7 73.3 91.9 80" 25.4 47.1 33.1 68.1 82.7 68° 23.1 42.8 30.1 80.1 75.2 72' 21.2 39.3 27.8 55.1 98.9 ALL LOADS ARE EXT.( +) /INT.( -). ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ". S° AND 8° TUBE MULLIONS. ANCHORS TYPE 'A'. '8' AND 'C' APPUCABLE TO AU. TUBE MULUONS. ANCHORS DESIGN LOAD CAPACITY - P89 WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A 9 C 0 E 19-1/8" 71.8 133.0 93.4 150.0 150.0 25-1/2" 51.8 98.0 67.4 134.8 150.0 30" 45.8 64.8 59.5 119.0 148.8 37' 37.1 68.8 48.3 98.8 120.6 42' 32.7 60.6 42.5 85.0 108.3 48" 120" 28.8 53.0 37.2 74.4 93.0 54" 25.4 47.1 33.1 86.1 82.7 88° 22.9 42.4 29.8 59,5 74.4 86" 20.8 385 27.1 54.1 67.8 72° - 35.3 249 49.8 82.0 19 -1/8" 85.3 120.9 84.9 150.0 150.0 26-1/2" 47.1 87.3 61.3 122.5 150.0 30" 413 77.1 54.1 1082 135.3 37° 33.7 625 43.9 87.7 109.7 42" 29.7 55.1 38.6 77.3 98.8 48' 132' 290 46.2 33.8 67.6 84.5 54" 23.1 42.8 30.1 80.1 75.2 60" 20.8 38.5 27.1 54.1 67.6 98' - 359 24.6 49.2 61.5 72' - 32.1 22.5 45.1 564 19 -1 /8' 59.8 110.8 77.8 150.0 150.0 28 -1/2' 43.2 80.0 58.2 112.3 140.4 30" 38.1 70.7 49.6 99.2 1249 37" 30.9 57.3 40.2 80.4 120.5 42" 27.2 50.5 35.4 70.9 88.6 48' 144" 23.8 44.2 31.0 62.0 77.5 54" 21.2 39.3 27.6 55.1 88.9 60" - 35.3 24.8 49.5 82.0 68° - 32.1 22.5 45.1 58.4 72" - 29.4 20.7 41.3 51.7 ANpldi6 AB,C.0 04 20.02010 WI .19.0 09 6 W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) o Wt + W2 2 -. **-.y 0142340 �i PR20UC'7 �� 3 P q A1�1 S1 GLAZING tif .06.0.0206 110 hh! 0r0aing no. M04-04 (sheet 4 of 8 ) 2 1/4" 2 X 1 BY ROOD SUCK FLOATING CUP SNUG FIT USA WILL 114 SIAS 1 -3/4" 0.C. MM. 2 PER ANGLE 2x2xVII" ALUM NOS 1 YIN. 1/4' 0*. ULTRACONS 4 PER CLIP (2 ON EACH FANO 1/4' DUL ULTRACONS 2 PER ANGLE BUCK OR 5000 STRUCTURE FLOATING CUP SNUG FIT WADE MULL 2 x 2 I /5" 2 BY MOO BUCK FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" 0.0. MHA. 2 PER ANGLE 2x2x18° ALUM Nal /14 SMS 1 -3/4' O.C. MN. 2 PER ANGLE ANCHORS TYPE B' ALTERNATE ANCHOR LOCATION 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEM SUBSTRATE Ed. .4 MM. EDGE DST. MIN. EMBEDMENT WOOD 1" 1 -3/8 ". BLOCK 2 -1/2• 1 -1/4" CONCRETE 2 -1/2' 1 -1/2" Enpr: A LAD MOAR FLA. PE EY3 3® WI. 7i2S ALL CUPS AtO ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED OIFIECTLY TO MASONRY TO BE PROTECTED 55* A CAI- RESSTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-MX METFIACRYLATE LACQUER. OCT 01 2009 ex 14 ANCHORS TYPE 'A' Cwt of 8 1/4" DM. ULTRACONS 2 PER CLIP (1 ON EACH 1856) 1/4" DM. ULTRACONS 1 PER ANGLE EE 1/4" DM. ULTRACONS 4 PER CIJP (2 ON EACH TANG) 2 PER MOLE 1/4" OM. ULTRACONS FLOATING CUP SNUG FIT INSIDE MULL •14 SUS 1-3/4" G.C. 16I4. 2 PER ANGLE 2 2 2 X t " 222X48" ALUM L0ATR4G CUP SNUG FIT MADE MULL 114 SAM 4 PER 8501.2 U1 O I /4" DA. ULTRACONS 2 PER CUP (1 ON EACH 1850) LOCATION OF SCREWS CONNECTING ANCHORS TYPE 'O' APPLICABLE FOR 4 ", 5" AND 8" TUBE MULUONS T/4' O. ULTRACONS BY 'ELCO' 4A.TRACCNB MAY BE HEX OR FIAT HEAD SUBSTRATE Ed.. MIN. EDGE MST. MK E11REDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" E FA E LAM R07UCT REI.'841EF) CAN x7ya ormply log WHL We Fiorillo Coax No"y- ALL CUPS AND ANGLES TO FIT SPRIG INTO TUBE MULUONS. CUPS EN ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALNNJ— PESSTANT COATINGS. SUCH AS BITUMINOUS PADS OR WATER —WHITE MEINAMNYLATE IACOHIER. ANCHORS TYPE 'C' Ed 5/16'01A. UITRACOMS 4 PER CUP {2 ON EACH WING) 2 PER ANGLE 5/18' Ou. UIIPACONS 1 I 1 1 LJ FLOATING CUP 51410 FR INSIDE MULL sus 4 u ANGLE 2X21118' AURA LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPUCABLE FOR 4 °, 5" AND 6" TUBE MULLIONS WIG" DM. ULTRACONS BY 'ELCO' ULTRACO45 MAY BE HEX CO FIAT HEAD SUBSTRATE Ed.. MM. EDGE OIST. M. EMBEDMENT CONCRETE 2-1/2" 1-9/4' ALL (RIPS AND ANGLES TO AT SNUB INTO TUBE PRAWNS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALXIW— RESISTANT COATINGS. SUCH AS BITUMINOUS PAE4T OR WATER —w1XTE METHA RY ATE LACQUER. ACA 7636 JEWS OCT 012009 �3 I milh aim dcom ,3vDdiog Coda UsepYxm No V 4 110 W z 4 drawing no. M04-04 sheet 7Of S TUBES MAY BE NOTCHED AS � N T ALLAN INSTALLATION CAULK 4004 AFTER ASSEMBI.Y ACCESS HOLE 14 FH 531S —1 SEE mow FOR DUANTDIES THIS SCREW CM BE INSTALLED II EITHER DIRECKON 10 Fr; SAS PER CLIP 1' O.C. Tali. 1 -3/4' X 2' X 1/13' (FOR 2BY TUBE) x 2' X T /B' FORAM= CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL t YETAI. TO METAL CONNECTION %14 SNS Ed. SUBSTRATE ■ MIN. EDGE DST. ALUMINUM 5/B. MIN. CL TO CI. SP AT .j 1/2' 1111 Mgr Arm voim CFAL VIA 5.J 35 ,r (CT 012 11" CS V 3 Z USA g m g r7pi 611; i 1 4 Growing no. M04-04 -851 JOB NAME SUB/VENDOR NAME...., SHOP DRiNO# CHECKED St pATEq NO ExC QNS T SE & RENNIN REJECTED EXCEPTIONS NO Review ' f this submf tai by Twenty First Century Engineering Corporation is solely for nformance with the design . ncept of the project and general compliance with th - inform - an specifications. Contractor is r. ° ponslble for dimensi ti:ns, which stall be confirmed and cm fated at the job site; fabrication processes and techniqu of construction; coordination of he V irk with X11 other trades; and the satisfactory palomino 0 the work per contract .end documen. MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Eov/baildinEcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1500 Aluminum Fixed Window — L M L APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by A1- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed 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 prided by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1201.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 thra 7 of 7, prepared by A1- Farooq Corporations, dated 07/31/03 with revision D dated 03/26 /08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, 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 along with marked up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA#06-030105) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201.94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -3819, dated. 06/09/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA#03- 0910.01) E -1 Manuel P' . ,,. ' .E. Product Control ; er NOA No. i 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA#03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by AI- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. ¥FL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01 /07 and expiring on 11 /06 /08. E -2 Manuel ' .E. Product Control finer NOA No. 0 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WILT SHAPE MINN SWAM OR RECTANGLE AS SHOWN N DOTTED LOWS AND OBTANNO ALLOWAIL.E LOADS FROM TRH SHAPES. 8• Max. FROM ENDS 12' MAX. FAIL MUNIINS HEAD /SILL (SURFACE APPEND) /May BE URED s , I, fl S ti If il . __°_—.T—_—_ _4 L ° I 1,1 it I�. ;/1 _l / f =-a_ -rte !fl i li 1 II II y t±i SERIES -1300 ALUMINUM FI(ED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FOXED /FIXED OR FIXED WITH OTHER MIND -DACE COUNTY APPR'D WINDOWS USING MIAMI -DADS COUNTY APPROVED MULLS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2'dt S THIS PRODUCT HAS ETEEN DESIGNED AND TESTED TO COMPLY WITH THE SITS OF THE FLORECA BUILDING /2OD4 N INCLUDING HIGH VELOCOY HUARICNNE ZONE OMSI). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETNLS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING CM SRI CO. ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 54 ALLOWABLE STRESS IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. NDER tS NCLII)INB BUT NOT LDITD 1O SIBB E N. SCREWS, THAT 03115 INTO CONTACT WITH OTHER DISSNMAR MAMMALS SHALL MEET 114E REQUIREMENTS OF 2004 Fl ORBDA BLDG. COX SECTION 2003.8.4. 44 3/r ILL CPO. 4r Warr MOTH THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Dk Ktamormisir PRODULTRSVLBED STRUCAURES as amp** with *Mod& FLA.44 Ur gems ccde APR 002008 1 1 1 W03 -57 _tit 1 of 7 j 1/e' ANN. GLASS 4190" INTER LAYER 'DUPONT BUTACITE PVH' 1/8' ANSI GLA89 SIUCONE DOW co 1MO 765 FNfTAPE GLASS TYPO 3/16' ANN. CUSS .090" INTERLAYER SEN114101411 PLUS' 3/16" ANN. GLASS 3/16' ANN. 0X099 080' OTTERIAYER "sumo WNT/CTE PR? 3/16" ANN. GLASS SILICONE SILICONE DOW CC004140 795 DOW 795 ADHESIVE ADHESIVE FOAM TAPE FOAM 17PE DRAT LOAD CAPACITY - P9P WINDOW D0A8. ANCHOR TYPE A' A 'C' ANCHOR TYPE W. & 'C' MASS TYPE A' MASS 'R' MS A '81' MASS TYPE 'C'. 'C1 It 'Cr 01465 TYPR 'A' 66455 me 'H' la 'HI' MASS TYPE V. 'Cl 8 'CO WIDTH iE70M EXT.(+) 1NTQ -) 6 r.( +) 116'4-) EXL( +) 1NT.( -) EM.( +) 11W.(-) Elt.( +) 1!I!'.(-) EX ( +) mg-) 19 -1/E' 26 -1/2" 32" 48' 53-1/6' 26' 70.0 7041 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 10.0 00.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 WA 70.0 80.0 60.5 66.5 86.5 865 66.5 865 70.0 70.0 70.0 90.0 70.0 80.0 80.5 865 98.5 868 665 065 70.0 70.0 70.0 80.0 70.0 80.0 66.5 055 685 565 865 80.5 70.0 70.0 70.0 90.0 70.0 805 19 -1/6' 28-1/2" 37' 48" 53 -1/8" 38 -3/8" 70.0 70.0 70.0 00.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 85.2 80.2 65.2 85.2 85.2 85.22 70.0 70.0 70.0 90.0 70.0 00.0 467 48.7 46.7 48.7 46.7 46.7 861 88.1 70.0 90.0 70.0 80.0 45.0 46.0 45.0 460 480 460 05.7 05.7 760 00.0 705 800 45.0 4841 45.0 45.0 45.0 45.0 655.7 67.7 70.0 90.0 70.0 80.0 19 -1/8• 26 -1/2' 37' 45" 3-1/6' 70.0 70.0 70.0 90,0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 605 662 662 662 662 80.2 862 70.0 70.0 70.0 90.0 705 80.0 50 -5/8" 467 46.7 46.7 467 46.7 467 68.1 661 70.0 80.0 705 80.0 - - 360 365 360 360 - - 70.0 90.0 705 060 - - 34.1 34.1 34.1 34.1 - - 08.4 05.3 664 75.9 19-1/0" 26 -1/2" 37' 48' 53 -1/8" 80' 70.0 760 705. 90.0 70.0 80.0 70.0 705 70.0 90.0 70.0 80.0 65.2 66.2 082 55.2 65,2 65.2 70.0 760 70.0 90.0 760 80.0 48,7 44.7 46.7 45.7 46.7 48.7 68.1 68.1 760 90.0 70.0 80.0 - - 805 36.0 805 360 - - 70.0 90.0 705 605 - 19 -1/8" 26-1/2" 37' 48' 53 -1/8' 63' 70.0 70.0 705 9041 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 653 85.2 65.2 65.2 662 65,2 760 70.0 70.0 90.0 70.0 80.0 - - 49.7 467 48,7 46.7 - - 70.0 80.0 705 80,0 - - - - 365 80.0 - •• - - 70.0 80.0 19 -1/5' 26 -1/2' 32" 48' 53 -1/6" 70.0 70.0 70.0 90.0 760 615 70.0 70.0 80.0 80.0 70.0 00.0 652 65..2 862 65.2 652 862 705. 70.0 70.0 90.0 70.0 860 74 -1/4" - - 46.7 46.7 46.7 467 - - 70.0 00.0 70.0 50.0 - - - - 38.0 - - .- - 325 32.5 - - - - 63.2 72.3 GLASS TYPE 'Jr GLASS TYPE '81' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON AZfM E1300 -02/04 (3 SEC. OUSTS) 3/16' HEAT STREN'D. GLASS .090' OITEMLA18R 'OW0NT SENTRY WAS PLUS' 3/10' HEAT 8TREN'D. GLASS 3/16' HEAT STREN'D. W ASS .090' 9REI8AYER '000088 EILMIC!E 3/16' HEAT STRQI'0. WAS 5/32' HEAT STREW!). CLASS 4180' MERMEN 'DUPONT EUTAf610 P/BP 1 /4" FEAT SIREN'0. GLASS SILICONE SUCCWE SILICONE DOW CORNING 795 D066 CORNING 795 DOW CORNING 795 ADHESIVE ADHESIVE AIMIESIVE RAM TAPE ��'�� FOAM TAPE 1101181 TAPE 11DTEN WIDTH AND LENGTH CIS CAN 80 ORIENTED VERTICALLY OR 0{TALLY AS SHORN ABOVE. GLASS TYPE GLASS TYPE '01' G1A85 TYPE 'CZ' W03 -57 ( DESIGN WAD CAPACITY - PEW DEN= WAD CAPACITY - PIP AB 4 �Y WINDOW DM. APiCHpB 7T888 '1 & 'C' ANCHOR NM 7Y & 'C' WINDOW DASH. ANCHOR TYPES w & 'C' ANCHOR TYPO 'R' & 'C' 01.028 TYPE A 01489 TYPIN '2 b 81' 01838 1'YPBB C, 'Ct & t8 MASS TEN '1' 01489 7528 $' & T31' 01489 MN Y", 'C1 & 'Cr WA6,9 TYPS 'A' 01!88 TYPES '6' k '51' GLASS TYPES '6', '61 & 'Cr 6%698 TYPE A" 0188 TYPES 'B' 6 'S1' 0164 WPM '6, '01 b 'C6' 11 �`` 4 $ ; Ill ii I tom HEIOHT OR( +) 1641( -) 8M.( +) 1M.( -) DR.{ +) 1641: { -) BXY.(+) INY.( -) DT.( +) mg-) EXY,( +) IM.( -) piom M E4T EM.( +) lNr.(-) EX1 { +) 1647.( -) OIT.( +) 1M.( -) PM.( +) lNf.(-) IXf,( +) 1NT.{ -) 0R, {+) 1Nt.{ -) 18' 24' 30' 38" 42' 46' 54' 80' �• 10.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 10A 90.0 70.0 00.0 18' 24 �' 38' 1�, 70.0 70.0 70.0 90.0 70.0 50.0 704 70.0 70.0 90.0 70.0 60.0 10.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 10.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 579 67.8 57.6 579 57.8 87.8 704 70.0 704 90.0 700 BOA - - - - 87.8 57.8 - - - - 704 80.0 45.0 48.0 48.0 46.0 48.0 40.0 _ 70.0 70.0 70.0 90.0 70.0 �A 48.0 46,0 - - - - 70,0 804 40.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 15' 24` 30' 36' 120' 55,2 86.2 70.0 90.0 70.0 80.0 58.2 582 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 700 70.0 70.0 00.0 70.0 80.0 - - 70.0 720 70.0 72.0 - - 70.0 00.0 70.0 90.0 48.0 40.0 48.0 450 48.0 48.0 70.0 704 70.0 90.0 70.0 80.0 - - - - 57.6 87.8 - - - - 7O4 8DA 48.0 48.0 484 484 480 48.0 67.3 87.3 70.0 90.0 70.0 80.0 - - - - 48.0 48A - - - - 70.0 00.0 t8' 24' 30' 38' 42' 48' 54" 60' 70.0 70.0 704 90.0 70.0 BOA 70.0 70.0 70.0 90.0 70.0 80.0 - 70.0 704 70.0 720 704 72.0 70.0 70.0 704 90.0 70.0 00.0 57.8 87.8 87.6 61.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48,0 48.0 70.0 70.0 70.0 900 70.0 80.0 1 41.1 41.1 41.1 41.1 41.1 41.1 60.0 80.0 70.0 90.0 70.0 80.0 - - 364 360 36.0 36.0 - - 70.0 90.0 70.0 WA i ... OP �� - - JeA 38.0 35.0 30.0 - - 70A 90.0 70.0 800 .._T.-- = �- .. -..__. fg I 1I 4 m 4 Mt�771q�s�3 M7 87 I Z - - 38.0 38.0 380 36.0 - - 70.0 90.0 70.0 904 16' 24" 30' 36' 42' 48' 84" 80" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 00.0 70.0 60.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 904 70.0 00.0 Mai WSM AND LD1014 Damon CAN 8E W8EN1E0 57.8 579 879 57.6 579 67.6 70.0 70.0 70.0 90.0 70.0 BOA 48.0 48.0 464 48.0 48.0 48.0 67.3 87.3 70.0 90.0 70.0 80.0 VERTICALLY OR tgRIZQRALLY 48 SHOWN ABOVE - - 41.1 41.1 41.1 41.1 - - 10.0 90.0 70.0 80.0 - - 38.0 384 360 360 - - 70.0 90.0 70.0 80.0 - - - - 32.0 320 - - - - 822 71.1 - - - - 28.8 2&8 - - - - 56.0 84.0 18' 24' 30' 36' 42' 48' 54' 80' �, 70.0 704 70.0 80.0 70.0 80.0 70.0 70.0 10.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70,0 70.0 90.0 70.0 80.0 57.6 87.6 87.8 57.6 57.6 57.8 642 64.2 70.0 90.0 70.0 804 - - 46A 48.0 48.0 48.0 - - 70.0 90.0 70.0 80.0 - - - - 41.1 41.1 - . - - - 70.0 80.0 - - - - 36A 36.0 - - - - - - - 320 32.0 - - - - - 70.0 622 80.0 71.1 !, i - Q 2 -_ 1 n 2 ; - - .• - 18.8 289 - - - 56.0 64.0 16' 24' 30' 38" 42" 48' Ise 70.0 70.0 70.0 00.0 70.0 90.0 70.0 70.0 70,0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 700 70.0 90,0 70.0 804 - - 57.0 57.6 57.6 579 - - 70.0 90.9 700 80.0 g - - - - 48.0 48.0 - - 70.0 80.0 - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 360 36.0 - - - - 70.0 80.0 18' 24' 30' 36' 41' 46' Off 70.0 70.0 TOA 80.0 70.0 MO 70.0 760 70.0 90.0 70.0 80A 70.0 70.0 70,0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 87.9 57.0 57.8 57.5 - - 70.0 90,0 10.0 804 `, - - - - 48.0 480 - - - - 704 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 smum - - - - *0 36.0 - - - - 70.0 80.0 / i .0 7.4 16' 24' 30' 38' 42" 98' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 700 70.0 90.0 70.0 804 1 j( b I - - 704 72.0 704 720 - - 70.0 90.0 M0 BOA r_,.. �.�',;-• 4Pw 0 9 2008 PR+DDtiCI'NEV83PA oom�ghy with the Phetbe Code . - - 87.8 57.6 87.8 879 - - MO 90.0 70.0 60A - - - - 484 484 - - - - 70.0 80A - - -, - 41.1 41.1 - - - - 700 110.0 DNob fr1S,TX NOTE: BASED CAPACITIES t�3ao' -or SHEET ARE OUSTS). - .- J wo 57 (sheet 3of 7 ) TYPICAL AICHORS SEE ELEV. FOR SPACINC 1SY AETAL. WOOD SUCK STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE 0.06 FOR A MINS—DACE COUNTY APPROVED WUJON & MULLION ANCHORS SEE SEPARATE NG' TYPICAL MKOSER SEE EMS. FOR SPACf1O TYPICAL ANCHORS: SEE D.Ev. Fat SRAM TYPE 'AL 3/16.' BEEF S ITTO 2BY WOOD BUCKS OR W000 STRUCTURE 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 3/18' TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL UM1Z 1/8' MIN. THK.MIN. (6063 -T5 MIN.) (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1WE 'B'- 1/4' TAINT INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 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 114 SMS: OR SELL ORII a Oxt cans INTO METAL STRUCTURES ALUMINUM? 1//8"OTHK MIN. (8083 -15 MIN.) (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'C- .1,10-SEALMESSALMELAREM INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) INTO CONCRETE AND MASONRY - 1 -3/8' MIN. INTO WOOD STRUCTURE - 1' M1N. VETO METAL STRUCTURE 1/2" MIN. TYPICAL ANCISIRS SEE ELEV RR WINO SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUM COLOR SILICONE. 1 k Gqn OIL WWAYOON moo FIA. Pt 110867 CA.N. 1638 Ii •.4,OCTPE,. ",ir•T Csae,,.... A No 8000 OR . SEE. ELEV: FOR SPACES APR 0 9 2006 sheet 4m 7 IT'ER PART j (WANT17Y DISCHIPIRRI RAISPIAL MANIVROPP1228/8181AREIS 1 ES8001 4 WINDOW ME 8060-18 - 2 -8 OPOONM. CLAIM STOP 6083 -TO - 3 E$8002 4 FRAME COVER (OPTIONAL) 8893 -18 - 4 #8 X Y AS REOV. ASSE198.Y SORES CRS PH SAPS 8 - 2/ UTE 8$1180 BLOCK NEOPRENE 7/16 X 3%16' X 3-1/r LONC 0 E22000-10 OPTIONAL %AVMi8 GASKET SOFT PVC - 7 EN18c8 - FLUS1 FRAME ADAPTER 0093 -T5 OPTIONAL FRAME 4.6082 .147 GLAZING STOP (OPTIONAL) 477 FRAME COVER (OPTIONAL) BULB VINYL (OPTIONAL) FLUSH FRAME ADAPTER 0.142 ALUM CORNER LOCK A.T. ode 'war uODUCr RVsEn Lump F1A PE oo C 668 ee rr�Ya CA& �y aopMYewKo APR 0 9 2008 1 drawing no. W03-57 ("Wet 6 ar 7 ) S H JOB NAME MED AS SUCH SU = /VENDOR E t\I0 MCC ,. SONS T REVISE & RESULT` CHECKED DATE ` d tt . REJECTED EXCEPTIONS NOTED Review of this submittal by Twenty First Century Engineering Corporation is sol@ly for general conformance with the design concept of the project and general compliance with the Information and specifications. Contractor Is responsible for dimensions, which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of the work with all other trades; and the : actors performance of the work per contract and documents. eNTY FIRST CENTURY ENGINEERING CORD MIAMI•Q COMITY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 N.E. Quaybrldge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fair 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 4000 Aluminum Sliding Glass Door —LMI APPROVAL DOCUMENT: Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exterior (positive) design pressure are limited to +70 PSF w / 2-1/2" sill & +80 PSF w/ 3 -1/4" sill LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 08- 0477.03 consists of this page 1 and evidence page E -1, as well as approval document mentioned above, The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 Page 1 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0477.03) 1. Manufacturer's die drawings and sections. Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by AI- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 08- 0477.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). } TL -3908, dated 10/09/03, FTL -3909, dated 09/26/03, FTL -3910, dated 09/30/03 and FTL -4287, dated 09/22/04, signed and sealed by Joseph Chan, P.E. and Test Report No. FTL -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test No. FTL -5471, dated 01/24/08, per TAS 201/203 -94, issued by Fenestration Testing Lab, signed & sealed by Michael Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculation dated 01- 19 -09, complying w/ FBC 2007, prepared by A1- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Calculations, and structural analysis, prepared by Al- Farooq Corporation, dated 04/16/08, signed and sealed by Dr. Humayoun Farooq, P.E.(file # 08- 0477.03) 3. Glazing complies with ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to Glass ® Plus" dated 01/17/02, expiring on 01/1 2. Notice of Acceptance No. 07- 1116.04 issued to for "DuPont SentryGlas ® Plus ", expiring on 01 "E.I. DuPont DeNemours" for "Sentry 4/07. E.I. DuPont De Nemours & CO., Inc. /14/2012. F. STATEMENTS 1. Statement letter of compliance w/FBC -2007, dated Jan 19, 2009, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 01/19/09, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Statement of Lab compliance, part of above test reports. G. OTHER 1. This NOA revises & renews NOA # 08- 0477.03, expiring March 18, 2014. 2. Previous related NOA(s) are NOA# 06- 0606.02 and 04- 1117.051st I. 4144, Isla q I. Chanda, P. E. Product Control Examiner NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 E -1 w 192" MAX. 6" MAX. DOOR WIDTH CLUSTER OF ANCHORS 1$" MAX. AT HEAD /SILL (STILE LOCATIONS) EAD SE U r'"1 ,A) I I 1 Lim Ii HEAD /SILL SEE _ /� ��' I ICI DETAIL ON SHEET 3 I;, 1 I I n g _ w n 6 lo; / 1 B) CEO % . ' . / • "/ _ 43 11/16" MAX. ` Y 49 1/16" MAX. O.L. CPC. `o PANEL WIDTH PRODUCERENewalb SERIES -4000 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS 8Y 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 BEYONO 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 UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. PANEL WIDTH TYPICAL ELEVATION TESTED UNIT (DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. Rif Wbb{M' Florida Cede eptanoerco - 0210.07 Expiration Date rIAR %tot By k.&. `• � ins n Miami Dade Prodso Cor4it* DMdou Env OR. HUMAYOLN FARE R.A. TU IS C.A.N. 333E JAN 3 0 20090 2009 drawing no.' *03 -100j (sheet T of $ 3/18' H.S. GLASS .090" INTERLAYER - 'DUPONT SENTRYGLAS PLUS' 3/18" H.S. GLASS \- SILICONE DOW CORNING 795 GLASS TYPE 'A' 3/16" H.S. GLASS .090" INTERLAYER 'DUPONT BUTAGITE PVI3' -3/16" H.S. GLASS SILICONE DOS CORNING 795 GLASS TYPE 13' ? ° \-5/32" HEAT STREW° GLAss • V DUPONT .090' INTERLAYER BUTACTE 1.V13' F1/4' HEAT STREN'D GLASS SILICONE DOW CORNING 795 10 4- GLASS TYPE 'C' SEE SHEET 3 FOR 00 OR a DOORS 81111 HEAVY REINFORCING DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SI40%yN ON THIS SHEEP) 01.988 TYPES 'A', 'B' OR 'C' PANE VON Dom Ha Gyff molts Q.cnts NO REINFORt MEDIUM REINFOR'G HEAVY REINIeG EXT. (+) INT. (-) FXT. (+) INT (-) (81. (+) 1 INT. (-) 30 36 42 49 54 80 70.0 80.0 70.0 80.0 70.0 80.0 • 70.0 80.0 70.0 80.0 70.0 80.D - 70.0 i 80.0 70.0 80.0 - - - - 70.0 80.0 - - - 70.0 80.0 30 38 42 48 96 - - 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 4- as. 4- -0 XOX XOX (SHOWN) a- 4- X0 (SHOWN) 0 X0 (SHOWN) XXX (SHOWN) OXXO XXXO(SHOWN OX XXX XXXX xx APPROVED CONFIGURATIONS USE SCHEDULE 'A' (SHEET 3) FOR ANCHORS 014 ALL SIZES THIS CHART. PRODUCTRENEWED asoemiplying with the Florida INkliag Cade Adeoplatice Aloof- c)20 .6 7 Miqdontios Deo "wit, j-,20/4° Etardst-1..- NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC-219 Env : X H41-----U‘ STRUCTURES FLA PC 16557 CAN. 3539 JAN 3 0 2.009 , PS 8 8 k 7 h § I drawing no. [y403-1 00 of 8) 6° MAX. TYP. HEAD /SILL CORNERS 72° DOOR WIDTH CLUSTER OF ANCHORS SEE DETAIL BELOW 15" MAX. TYP. HEAD /SILL g = m 31 3/8' D.L. OPG. 37' PANEL WIDTH 31 3/8" O.L. OPG. 37" PANEL WIDTH TYPICAL ELEVATION m XO OX APPROVED CONFIGURATIONS SEE SHEET 2 FOR COORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY - PSF (08 OR X0 ONLY) GLASS TYPES 'A '0R '8' SUBSTRATE SCHEDULE W HEAVY REINF'G (SEE DETAIL SHEET 5) Plo NAOTH Dtbm HOLM snouts '4' SCHEDULE '5' 95955 wca1ES EXT. ( +) INT. ( -) EXT. ( +) TNT. ( -) 30 CONCRETE 80.0 103.0 80.0 103.0 38 1/4" ANCHORS 80.0 103.0 80.0 103.0 42 60 80.0 103.0 80.0 1 10.3.0 45 80.0 103.0 80.0 103.0 30 98 80.0 103.0 80.0 . 103.0 36 80.0 99.9 80.0 103.0 30 1 80.0 103.0 80.0 103.0 36 80.0 95.0 80.0 103.0 THE SHOWN EXT. (+) LOADS REQUIRE 3 -1/4" SILL HEIGHT (DTL. B1 ON SHEET 4). REDUCE EXT. ( +) LOAD CAPACITY TO +70.0 PSF IF 2 -1/2" SILL HEIGHT IS USED TNT. ( -) LOADS REMAIN UNCHANGED. ANCHOR CHART SUBSTRATE SCHEDULE W SCHEDULE '8' 9000 HEAD 1/4" ANCHORS 5/16' ANCHORS SILL 1/4" ANCHORS 1/4" ANCHORS JAMB 1/4° ANCHORS 1/4" ANCHORS CONCRETE HEAD 1/4" ANCHORS 5/16' ANCHORS SILL 1/4" ANCHORS 1/4" ANCHORS BLOCK JAMB 1/4" ANCHORS 1/4" ANCHORS NOTE: ALL CUP ANCHORS = 1/4° OIA. (REM 110) MUWON ANCHORS m 112 SMS (NO SHIM SPACE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E(300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 6° RETAINING CLIP AT HEAD & SILL 2" 1 1/2" j 1 1/2" PRODUCT RENEWED Daft cod. 41400,Pkiall With the Florida Expiation Date � i � G1�$)tT to 44 Diroldou Enc. 56. HUMAY049 rAROoG STRUCTURES FLA. PE i 10557 C.A.N. 3536 DETAIL CLUSTER OF ANCHORS AT STILE ENDS JAN 3 0 2009 c E0 ' T a m V 8 3 8$0a 8•�1 • $ J • drawing no. 1W03 -100 (sheet 3 of 8'( TYPICAL ANCHORS IN PAIRS 1/4' ANCHORS USE SCH. 'A' 9/16" ANCHORS USE SCH. '6' SEE ELEV. FOR SPACING TYPICAL ANCHORS ° 1/4" DIA 3 PER CUP TYPICAL ANCHORS I/4" DIA. 3 PER CLIP TYPICAL ANCHORS 44 PAIRS 1/4' DIA. USE SCH. 'A' 5/18" DIA. USE SCH. 18' SEE ,ELEV. FOR SPACING TYPICAL ANCHORS #12 SMS OR GRADE 5 50S 3 PER CLIP TYPICAL ANCHORS 1/4" TEKS OR GRADE 5 SOS-\ 3 PER CUP MIAMI -OADE COUNTY APPR'0 MULLION STEEL = 1/8" THK. MIN. ALUMINUM = 1/8" THK. MIN. (8083 -T5) SEE SEPARATE NOA NRY!'.711111111111111111G TYPICAL ANCHORS IN PAIRS #12 SMS OR GRADE 5 SOS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS _ 1/4" TEKS OR GRADE 5 SOS ELEV. FOR SPACING METAL STRUCTURES �aa s HIGH STRENGTH GROUT NOT BY E S. WINDOWS ° I MUST TRANSFER SHEAR a ° J ° W1 LOADS TO STRUCTURE TYPICAL ANCHORS IN PARS 'TYPICAL ANCHORS 1/4' 01A 1/4" INA. SEE ELEV. FOR SPACING 3 PER CLIP WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SThILM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" OR 5/16° DIA. ULTRACONS BY 'ELCO' (Fu =177 K51, Fym155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU IBY 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 OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/6" THK. MIN. (6063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 SUS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pe = 3000 PSI MIN. MASONRY f'm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. tYEEPHOLES: Wt n 1 -3/4° WEEP NOTCH AT EACH END W2 = 3/4° WEEP NOTCH AT EACH END W3 = .3" X 1/4° WEEP HOLES AT 2" FROM EACH END Engr. OR. HA FAR000 S FLA. PE p 16557 CAN. 3538 AN 3 0 2009 PRODUCT RENEWED �ut BwN4theFlorida Aping/too Date Y sy Mad �1 Coated' Dividoo 8 W /I 0 m 14 8 I" vS 61 CI 8 g S4 a �e33 J.J drawing no. ,W03 -100 sheet 4 of.$j 1/4" MAX. PANEL MOTH 1/4' SHIM SCREEN OPTL "_"_ INTERLOCK STILES ASTRAGAL STILE INTERLOCK STILES O.L. OPG. tTYPICAL ANCHORS IN PAIRS 1/4" DA. SEE ELEV. FOR SPACING METAL STRUCTURES `. FIX. PANEL ON INSIDE TRACK 1/4" MAX. SHIM EXTERIOR 000R WIDTH PANEL WIDTH HEAVY REINFORCING AT INTERLOCK & ASTRAGAL STILES 1/4" MAX. SHfN TYPICAL ANCHORS IN PAIRS 1/4" 01A. SEE ELEV. FOR SPACING Do D SCREEN OPTL. LTYPICAL ANCHORS IN PAIRS 1/4" DIA. SEE ELEV. FOR SPACING DOOR WIDTH 0008 WIDTH Engr. OR. nUMAYOUN Raii)0O STRUCTURES R.A. PE 1 1E5.97 CAN. 3538 JAN 3 0 2009 drawing no. W03 -100 sheet 5 of ?I' INTERLOCK STILES ASTRAGAL STILE co SCREEN 0611..---- MEDIUM REINFORCINQ AT EXT. LNTERLOCK & ASTRAGAL STILES LIEN g PART 1 QUANTITY DESCRIPTION MATORI2L MANP./SUPPLIER/BENARKS 1 E5-44301-1 1 FRAME HEAD 6063-T6 - 2 ES-4002-1 1 STD. FRAME 59.1. 6063-78 - ?A 1 1 HI-RISE FRAME SILL 6063-T6 - 3 E5-4003-1 : FRAME JAMB 8083-76 - 4 E5-4004-1 2/ PANEL . TOP AND BOTTOM RAU. 6063-15 - 5 E5-4005-1 AS RECO. !LOCI< STILE 8063-75 6063-T3 - 6 ES-4006-1 AS REOD. I INTERLOCK - 7 ES-4007-1 AS RECO. !FEMALE ASTRAGAL 6063-15 6063-76 - 8 ES-4008 as Rum. • TOP & BOTTOM RAIL STIFFENER - 9 ES-4009 2/ PANEL PANEL GUIDE (TOP ONLY) CELCON NOT SHOWN 15 E5-4010 2/ PANEL RETAINER CUP. 8' LONG 6063T8 - - ______ . . . . ......._ 13 ES-4013 AS 8E00. GLAZING WEDGE 14 ES-4014 AS REGD. BOTTOM RAIL. GLASS SLOP NEOPRENE - 14A 15 ES-4019 AS REOD. SILICONE STOP NEOPRENE - - W23241N14 AS RECD. STILE & JAMB WSTRIPPING GLASS PANELS. ULTRAFAB GLASS PANELS. ULTRAFAIS 16 02664706 AS 5000. AS REDO. TOP RAIL WSTRIPPING - 17 E5-4015 BOTTOM MIL WSTRIPPING VINYL GLASS PANELS 19 11001-1/4' PH SMS 8/ PANEL PANEL ASSY SCREWS - GLASS PANELS 19A 11001" FH 5445 2/ CORNER FRAME ASSY SCREWS - - 20 TA-35-1935-4281 2/ MOV. PANEL GLASS PANEL ROLLER ASSY. ST. STEEL 1-1/4" 0.0. WHEELS 21 11051-1/4° Pli SMS 1/ ROLLER ROLLER INST. SCREWS - GLASS PANELS ONLY 23 2300-1055 1/ MOV. PANEL. MORDSE LOCI( ST. STEEL - 24 - 2/ LOCK LOCK INSTALLATION SCREW - 16-32 X 1/2" FR 345. ST. 5I1.L1. 25 537 1/ LOCK LOCK STRIKE PLATE PLATED STEEL - 28 110 PH 5445 2/ LOCK STR1KE PLATE MOUNT. SCR - NOT SHOWN 27 16232 1/ LOCK INTERIOR AND EXTERIOR PULL - (3) 16-32 X /2" F11 MS. ST. STEEL 28 654028 AS REGD. 2/ PANEL SILL RISER 6063-T5 - 29 ES-4017 FIXED PANEL CLIP (OUTSIDE PANEL.) 6063-75 - 29.6 ES-4020 2/ PANEL • FIXED PANEL CLIP (IN5I0E PANE).) 6063-T5 FOR 000 DOORS 30 11001/2' PH SMS 2/ CUP FIXED PANEL CUP FASTENER - - 31. AS 6E00. 1/4" X 1-1/2° 561660147 1)40 5254 STEEL 32 AS REDO. 1/2" X 1-1/2' REINFORCING BAR STEEL - 33 P313024FI5 AS RECD. 3" LONG SELF ADHESIVE PILE PAD WOOL AT HEAD AND 55.1. 34 - 2/ SIDE , BUMPON NEOPRENE - PRODUCT RENEWED as somPlOnli wish the RIM* DMus Code Afteptswa,17 Eva*. u2....L...(- Bede Cabot Ditishm emgr. 05. HUMAYOUN rARODO STRUCTURES 11.0. PE 9 18557 C.A.N. 3538 SCREEN NO REINFORCING JAN 3 0 2009 NOTE: FIX. PANEL CUP USE INTERLOCK & ASTRAGAL X 2' X • 090r REINFORCING AS PER ALUM ANGLE TABLE ON SHEETS 2 & 3 4.249 1.124 1.530- 1.812- 4.311 FRAME HEAD .344 - I .951 078 � 7.377 5aa 1 I RAIL STIFFENER 2.875 CJ LOCK STILE 2.750 1.875 .062 ASTRAGAL REINFORCING INTERLOCK 51ILE FRAME TOP CORNER INTERLOCK REINFORCINGS 2.499 3.155 .990 CO PANEL TOP /80TTOM RAIL 1.879 (_) FRAME JAMB PRODUCT RENEWED ▪ code toe Florida hcosiesste N, i -k a-0 W eldon Otamst DivMpos gt kii c .� -1.812 --1 .907 1.812-- ASTRAGAL STILE 2.500 STD. 3.500 H1-RISE 1.550 1 .048 8 4.249 FRAME SILL 28 SILL RISER .875 r. .050 2.246 .125 1.500 2.035 FRAME BOTTOM CORNER 0 PANEL CORNER Engr. 171. 4/1/6009 FAR000 STRUCTURES R.A. PE B 16557 0.A6. 3538 1.972 - 1.418 t0 RETAINER CUP SCREEN TOP /BOTTOM RAIL SCREEN STILE JAN 3 0 2009 drawing no W03 -100 (sheet 8 of 8 JOB NAME SUB/VENDOR NAME SHOP DRWO CHECKED Bt ,il'� DATE PROVED AS SUBMITTED awe- NO EXCEPTIONS' :F _=r9 REVISE & RESUMW REJECTED EXCEPTIONS NOTED Review of this submittal by : my Pint Century Engineering Corporation is solely for general conformance with the design concept of the pray and general compliance with the information and specifications. Contractor is responsible for dimensions, which shall be confirmed and corre 'F ed at the fob site; fabrication ceases and techniques of construction; coordination of the uric with all other trades; and the satisfactork : at the boric per F? !greet and end TWENTY FIRST CE ENGINEERING CORK