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WS-10-2104Inspection Number: INSP - 154671 Scheduled Inspection Date: January 10, 2011 Inspector: Bruhn, Norman Owner: CAMPBELL, PATRICK Job Address: 385 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RC ALUMINUM INDUSTRIES Building Department Comments INSTALLATION OFNEW IMPACT RESISTANT WINDOWS & GLASS DOOR. Passed/Jr/ / (f Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments January 07, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -11 -10 -2104 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060136550 Phone: (305)592 -1515 Page 15 of 18 'STATE OF FLORIDA, COUNTY OF DARE 1 HEREBY CERTIFY that this py of lh original a,a.r _ •gy /rice OD 1. akof AD2O y,. �:• er C� L WI CulS � v 1 of Cir,.o;fondf "r r. .,, � .. o. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. // 3 Z C ° (3- C STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 3 9 ri c 91 S 51 2 ) CC 2. Description of improvement: r4 38 3. Owner(s) name and address: V P42-1.C. T cel P (SEC -c- 38 S /l) F 9/-r C �, rl ;,a r7 /J CAo r l j FG. 3 ! 3 $. Interest in property: 0 td--/ Name and address of fee simple titleholder: 4. Contractor's name and address: i C /t(--t r , 2130 c1/4. 7c eel d., f L. `331 ' 5. Surety: (Payment bond required by owner from contractor, if any} Name and address: �/i'1 Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7. Florida Statutes, Name and address: ;t � i� 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: !lJ 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a 2 differen ate '. specified) _ 6,_?, t/t\ 12 '"1 Sign - re of Owner Print Owner's Name +� tiA.e( If flP3tC L Prepared by elseN. aT1 L L. Sworn to and subscribed before me this 7 da of t 70 IS , 20 Notary Public Print Notary's Name T,Mr47 M a YtI Et-7 2 My commission expires: 123.01 -52 PAGE4 WN2 JONAWANMELTZ MY MOUSE= #DD811624 WIRES: MIS 04, 2012 n. Nurlim6 lstStateIlatitm e 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 201OR e838 96 OR Bk 27522 Ps 05486 C1psi RECORDED 12/15/2010 12 :30:24 HARVEY RLIVINe CLERK OF COURT MIAMI-DADE COUWTY e FLORIDA LAST PAGE - Address: 7 .5 5 /L ) ?m S'77 r7;ar7i Ss0RA; Ft, BUILDING PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ,,� c _ OWNER: Na me (Fee Simple Titleholder): PTT / LC, . "� r '� Pf2E(--L- Phone #: 3 o 7 - 75 1 1-561- ? Address: ✓ . 9 t sT F7. City: l SC-40 Q' State: �`- L . Zip: 33 ► 3 8 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: - 3 9 ) C q I 5-3r- 11061 City: Miami Shores County: Miami Dade Folio/Parcel #: / 1- Z O G- - C s.? Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: c.0 A L J TZ / tJ t1 t" . Address: 2 0 S N t.J 7 J /4J E City: l T7 1 State: F L o R.1� eat Qualifier Name: �✓J \) State Certification or Registration #:� ? � /S/ G gi Certificate of Competency #: Contact Phone# S• 3 4g. OS 34 Email Address: TL op 2C. 4 Lon. G o N1 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ )Q.010 • Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration ❑Demolition Description of Work: 1461.00 1 0 0 5 I re -17 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 Permit No. 7 1�� `�'� 10-2-104 x Zip: Flood Zone: Al.kt•I‘ C A n PULL FgZUll2 NOV 292010 ' Y: ...................... S 1 2 - - I 1 5 zip: 33 I U Phone #: OS — 34S• o 4 ❑New yfRepair/Replace „ p e D 1-1 /7I Cr COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * ** * * * * * * * * * * * * ** * * * * * * * * * **** F * * *, * * * **** * * * * * * * * * * * * * * * ** * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ w 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 n be approved and a reinspection ee will be charged. Owner or Agent / Contractor The foregoing instrument was acknowledged before me this 23 The forego : g instrument was acknowledged before me this 2 - day of 'GU 20 1D, by P . k i1 C �1Wka l f , day oft C t0 , 20 by �v i� r L1319P Z , who is persona to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * ** APPROVED BY Irimilamstobladaso JI7IN1IECM 4. EXPIRES; AUG 04, 2012 P nd1t?l mipti 1 ImunntI (Revised 07 /10 /07)(Revised 06 /10/2009XRevised 3/15/09)(rev6/4/10) Signature A/A Sign: Print: C CC iOC My Commission Exp ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notary Public C4,gPr- ^' - 'nrida vie ,oromisstor p0674805 Expires 07/3112011 * * * * * * * * * * * * * * * ** Plans Examiner Zoning Structural Review Clerk —. -.- .--- __..... ._... _ ..____.... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL INSR X SUER WVD POLICY NUMBER EG6633578 (GL & PLL) POLICY EFF (MM/DD/YYYY) 7/1/2010 POUCY EXP (MM/DD/YYYY) 7/1/2011 UM ITS EACH OCCURRENCE $ 1,000,000 A GENERAL LIABILITY COMMERCIAL GENERAL LIABIUTY OCCUR X GE TO P SES (Ea RENTED $ 300,000 CLAIMS -MADE X MED EXP (My one person) $ 25, 000 PERSONAL 8 ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEML AGGREGATE MIT POUCY n JEC AP PRODUCTS - COMP/OP AGG $ 2,000,000 — 1 LOC $ B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 810 - 9151(0439 COF - 10 7/1/2010 7/1/2011 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ 1 BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ X X Medical payments $ 5,000 Underinsured motorist $ 1,000,000 C X UMBRELLA UAB EXCESS UAB OCCUR CLAIMS -MADE 8E010172996 (UMBRELLA) 7/1/2010 7/1/2011 EACH OCCURRENCE $ 20, 000, 000 _ AGGREGATE $ 20, 000, 000 DEDUCTIBLE RETENTION $ $ $ D WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTNE OFFICER/MEMBER EXCLUDED? (Mandatory (Mandatory in NH) H) If yes, dIPTIOesc rtbe N OF under DESCR N /A 830 - 45502 7/1/2010 7/1/2011 WC STATU- I OTH- TORY LIMITS I ER E.L EACH ACCIDENT $ 1,000,000 EL DISEASE - EA EMPLOYEE $ 1,000,000 below E.L DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Re: Patrick Campbell Residence Certificate holder shall be an additional insured as their interest may appear, as per written agreement or contract. Form 103393 (10/09) 5 A CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(tes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Fortun Insurance, Inc. 365 Palermo Ave. Coral Gables FL 33134 -6607 INSURED R.C. Aluminum Industries, Inc. 2805 NW 75th Avenue Miami FL 33122 CONTACT Terry Bozelle NAME: PHONE (305) 445 -3535 FAX • A/C No (866)445 - 5233 A AI . . D C IL No SS: Ext terry .bozelle @fortuninsurance.com PRODUCER 00019035 CUSTOMER ID #. INSURERS) AFFORDING COVERAGE INSuRERA:Chartis Specialty Ins Co INSURER B :Charter Oak Fire Ins Co INSURERC:Commerce & Industry Ins Co INsuRERD:Bridgefield Employers Ins Co INSURER E : INSURER F : DATE (MMIDD/YYYY) 11/22/2010 NAIC # 10932 25615 19410 10701 CERTIFICATE HOLDER Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Hector Fortun /TB ACORD 25 (2009/09) INS025 (200909) 2010 -2011 Master CANCELLATION REVISION NUMBER: © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD v v V # V Miami Shores ifillage BY DATE APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMI'!i. , ' , ua will All FFDFRAL STATE AND COt;N.I I Y l it I t; AND f t1 GIJLATIONS • • o up 3401 NW 82nd Avenue Suite 370, Mien, FL33122 7.:305599.8133 • F. 305 • www.easterneg.com yo vrocvolffilq Nov 9 L(00 , PAT CK CAMPBELL RE S IDE 385 NE 91st STREE MIAMI SHORES, FLO WINDOWS AND DOORS CALCULATIONS 10 293 RC WD1 Patrick Campbell Residence • BY: ................... N9V V.2 Prepared By: Gonzalo Paz, PE Lic. No. 60734 • Design Criteria Patrick Campbell Residence Calculations based on the 2007 Florida Building Code. Design pressures based on ASCE 7 -05 Deflection Maximum =L /180 in. Fiberstress= 15000 psi (6063 -T6), Fy =25000 psi. Fiberstress =9500 psi (6063 -T5), Fy =16000 psi All steel bars to be A36 (Fy =36000 psi) All welding per the AWS. All steel to be painted. All fasteners and anchor to be coated or stainless steel. Glass to be 5/16" & 7/16" & 9/16" Thk Laminated. Per ASTM standards. Anchor to be 1/4" Hilti Kwik -flex (Teks) & 1/4" Kwik -Con II. Note: Calculations based on shop drawing sealed 11-2010. Dimensional variation of +/- 1" Ok by inspection. Any deviation from conditions shown on calculations or shop drawing to be engineering separately. Impact resistant glazing or shutters required as per code: • Large missile up to 30 ft above grade. • Small missile above 30 ft of grade: Condition Gcpi Max* Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 =0.18 WIND-05 Detailed Wind Load D g-(Method 2) per AGE 7 -05 Descrtptian, 10-239 = Patrick Campbell Residence AnatysIs by, S.F. Blepe ofRaof.(Theta) Bu1Idi 1 mph e nd Speed (V) bit, (1, 11, . 111, or IV) ExpoSure (B, C, or D) Struc Nat Frequency (n1) : II BIope- ofRoof IKd Direrrtonallty Factor) Bate Height (Eht) Ridge 'Height (RHt) Mean Roof Height (Ht) Width,Perp ToWind-Dir Width Paral. To Wind :Dir =(L) 1 3.0 14.0 Hipped 0.85 8.15 10.33 9.24 35.00 76.00 Hz :12 Deg Type of Roof ft ft Height/Least Horizontal DIM Flexible Structure 0.26 Importance Hurricane Prone Region (14.100 mph) Table 64 Valu Alpha = zg = At = Bt= 13m= Cc = I Epsilon = Zmin = 9:5 900.000 0.105 1.000 0.650 0200 500:0 0.200 15.00 ft ft Eastern Engineering Group Fig 6 Internal Pressure Coefficients for Buildings, Gcpl 11/5/2010 Page No. 1 of 2 :1,-.0,1i I y 7° 1 �•t� y Gust1 Ifor rigid st i (l et F�req - 1 114 use,0 85 J 0.85 dit r ry�� . Zm �'b. ;`��':II D ` .Y-0� O uu,�1.B II,I � ,,,„ , 15 ft Zmin lzm Cc * (33/z) ^0.167 02281' Lzm . I *(zm/33)^Epsiion 427.08 ft Q (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.9321 Gush 0. 925'*((1+: 1. 7 *lzm *3.4*Q) /(1:+1.7 *3.4 0:8893 G �� a r m m , r 41 r",� 9 '�' " ` x, ' ,,�.. "' Slrroe this I no a.fleXibid structur"a 1 essor of Gust1 or'Gust2 are use 0.85 WIND-05 Detailed Wind Load D g-(Method 2) per AGE 7 -05 Descrtptian, 10-239 = Patrick Campbell Residence AnatysIs by, S.F. Blepe ofRaof.(Theta) Bu1Idi 1 mph e nd Speed (V) bit, (1, 11, . 111, or IV) ExpoSure (B, C, or D) Struc Nat Frequency (n1) : II BIope- ofRoof IKd Direrrtonallty Factor) Bate Height (Eht) Ridge 'Height (RHt) Mean Roof Height (Ht) Width,Perp ToWind-Dir Width Paral. To Wind :Dir =(L) 1 3.0 14.0 Hipped 0.85 8.15 10.33 9.24 35.00 76.00 Hz :12 Deg Type of Roof ft ft Height/Least Horizontal DIM Flexible Structure 0.26 Importance Hurricane Prone Region (14.100 mph) Table 64 Valu Alpha = zg = At = Bt= 13m= Cc = I Epsilon = Zmin = 9:5 900.000 0.105 1.000 0.650 0200 500:0 0.200 15.00 ft ft Eastern Engineering Group Fig 6 Internal Pressure Coefficients for Buildings, Gcpl 11/5/2010 Page No. 1 of 2 • • Component 10 or less AREA 1 0 or less AREA WIND 43S Detailed Wind Load Design ethod 2) per /SCE 7 Figure 6.4 External Pressure COeffiCientS, GOP Loads on Components and Claddingfor Buildings w/ Ht «60 ft a = 3.5 —_> 3.50 ft a a Hipped Roof 7 < Theta < =27 Double Click on any data entry line to receive a help Screen Width (ft) Span (ft) Area (ft ^2) 1t.00 10.00 Zone 4 5 GC") 1.00 1.00 Min -1.10 -1.40 Wind Press (ib /ft ^2) Min -46.46 46.46 -50.40 -62.21 Note: * Enter.Zone 1 through 5, or 1H through 3H for overhangs. 11/5/2010 Eastern Engineering Group Page No. 2 of 2 • ANCHORS ANCHOR CAPACI1 L 1/4" KwikConwith 1 -1/4" minimum embedment into concrete Allowable Shear: Sa 2.1/4" Kwik -Con with 1 1/2" minimum embedment into concrete .Allowable Shear Sa= 3_1/4" Kwik- -Con with 1 3/4" :minimum embedmentnto concrete Allowable Shear_ - Sa= 4. 1/4" Kwik Con with .1/4" maximum:shim Allowable Shear: Sa= 235 lbs 5. 1/4" Kwik -Con with 1/2" maximum sliim Allowable Shear: So= 7.1/4" Kink-Con with .5/8" maximum shim Allowable Shear:. Sa= L1/4" Self Drilling Screw (H7fi) Allowable Shear- 431 lbs 505 lbs 580 lbs 1321bs 108 lbs 570 lbs • v4 qw t t1:1 7 6; • , ',;• r • 14nchor Type=1/4 kwik Conn 11 1 'FIAT SURFACE. j O.00.ir 1Fb := 0.75F3I JFv 0.22Ful Sx := 0.0980 2 Area := 3.1416.( 2 IL 11 := }Extrusion Gap (in) 1 18crews are :Cantilever (in) 1 !Yield Strength (psi) 1 tensile Strength (psi) 1 1Screw Diameter (in) . 1 = . . • • P•Ln fb + - =1 Fb Fv • • 441 . . . . 1744 Abilig IFb := 0.75F)! IFy Ls := Shi4 n al or Ty pe=1 /4 kwilC Conn 11 . 1 rLAT SURFACE. Sx := 0.098D n 2 Area := 0,7.154:17 xtrusion Gap (in) 1 !Screws are :Cantilever (in) Yield Strength (psi) rrensile Strength '(psi) TI Screw Diameter (in) 1 . • ' r:Gdp • • P — Sx Fb•Mea Fv Area•F•Ln+ Sx•Fb P•Ln Sx fb+ - = 1.00 Fb Fv • • C6. tac.-ccqgik Fo■nohor Type=1/4 iwvik Conn 11 1 FIAT SURFACE. 1 •stfoNti, 1E131= 0.7.5F31 "TV := 0.22FAil Sx := 0.098D 2 Area:= 3 (D 11.,n:= Shirai rr.a Octrosion Gap (in) 1 IScrevVe - ate 0'e:talk:Ater 1 'Yield Strength (psi) 'Tensile Strength (psi) 1 'Screw Diameter (in) 1 F*14 ccc 4 mits1 • • S Fb•a.Fv Area•FvLn + Sx P•Ln Sx - + - =1 Fb Fv AnchorAla- In. .EmisedmantDepth lit. (mni) ODD :psi 113:B MPa) 4000 psi (27.6 MPa) 6000.0 (41.4 MPa) 'Petlslon .- `Oa' (I :shear 1b j N) Tension lb (A) Sheer lb (RN) Tension. 11bilt0 .Shear b (kN) 3/16 1 _25) 400 (1 78) 1050 (457) 800 (2.22) 1050 (4.67) 750 (3.34) 1150 (5.12) 3/16 1-3/4 (44) 1100 (4.i0) 1050 (467) 1480 (5,25) 1070 (4.76) 1300 (5:8) 1200 (5:$4) 1/4 1 (25) 180 (3.38) 1300 (5.78) 970 (4.31) 1575 (7.01) 1100 (4.89) 2175 (9.68) 1/4 14/4 (44) 1700 (7.56) 2250 (10.0) 2500 (11.1) 2400 (11.3) 2600 (11.6) 2400 (10.7) Anchor Dia. in. .Embed.')tepth in. (mm) - Tension :Ib(kN) Shear Ib °(kl 3/16 1 (5) 125 (0.56) 235 (1.05) 3/16 1-3/4 (44) 350 (1.56) 300 (1.33) 1/4 1 (25) 205 (0.91) 415 (1.85) 1/4 1-3/4 (44) 350 (1.56) 0 i) (2.22) . Anchor Ella. in. Embed.:Depth ' 1n. (mm) • -Tet)nn ' (k( Shear 11.4kN) 3/16 1 150 - 225 (25) (0.67) (1:00) 3116 1=3/4 (44) .290 (1.29) 300 (133) 1/4 1 (25) • . 165 (07) :275 (1.22) 1/4 1=3/4 (44) '310 (1.38) 400 (1.78) • „ i Techni al Dota Tame* 1enslon.and S lei r 1Iowahle cos 1n + o n 76s 13.0M ) KW1K*C N 11+ 1.2 Mechanical Anchoring Systems o 00 :800 :40_%4 81 1/4 4 600 650 X800 (4(44) (1.1#9) (2.49) (2 7f)) (8'2) (2.89) (2:87) 1 Published load values representihe average teSt testhig conducted in local base matertals,using HIlti matched-tolerance drill bib. Because of varialions In materials, on-site testing Is necessary to determine actual performance at any specific site. 2 Allowable working loads are based on a safety factor of4,0. • Table 2 'Pension -and Shear Ultimate Loads yin .Concretes Table3- Tension and ShearAllowable.Loads in Hollow Block 1 ASTM Specification C90 Grade N.Type 11 pilot holes drilled with TKB matched - tolerance bits for concrete blocks. 2 Allowable working loads are based on a safety factor of 4.0. Combined Shear and Tension. Loading + ( l S 1.0 (Ref. Section 4.1,9.6) (.&J \ / ,,// (f3 /mss Tabie4 Tension and Shear Allowable -Loads in Red Briokl, 2 1 This test was performed on Individual specimens of ASTM 062 common red brick. Due to the wide variations encountered in the compressive strength of brick, these values should be considered Guide Values. 2 Allowable working loads are based on a safety factor of 4.0. The anchors are installed a minimum of 12 diameters on center with' a minimum edge distance of six diameters for 100 percent anchor efficiency. Spacing and edge distance may be reduced to six diameter spacing and three diameter edge distance providing values are reduced 50 percent. Linear interpolation may be used for intermediate spacing and edge margins. .se' 1 on espafiol 1- 800 - 879 -5000 I HRti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca 1 Product Technical Guide 2008 377 ea 4 6, 500 ew fastening ^System 3-5.3 Kviiik-Flex Sellf-Driiiiing Screws Kwik -Flex Screw Allowable Pull -Out Values (Tension) • 1/4 -20 0.312 cuv - � - conform to ASTM A 36. Aluminum members shall be 6063 -T5 aluminum alloy. 1 Steal members shall is 0.060° and of No. 18 gauge steal is 0.046 ° . 2 The maximum drill capacity 3s the maximum metal thicknessthe fastener can self-drill and self -tap. 3 The base -metal thickness of No: 12 gauge steel Is 0.105 ° . of No. 14 gauge steel is 0.075 °, of No. 16 gauge steel 4 Based on using a safety factor of 3.0. Kwik -Flex Screw Allowable Shear Valuesl ■ 1/4-20 4 0.372 54.0 6063 -Y5 aluminum ahoy. 1 Steel members shall conform to ASTM A 36. Aluminum members shall bey 3-T5 aluminum and m self-tap. a steal is 0048'. 2 The maximum drill capacity is the maximum metal thiokness the fastener ° a steal is 0.060 and of No. 18 gauge 3 The base-metal thickness of No. 12 gauge steel is 0.105 ", of No. 14 gauge steal is 0.076 , of No. gauge 4 .Wised on using a salll factor of 3.0. _ : (Canada) Corp. 8 0 - - -: 45B I • .hiiti.ca t ProductTeechnicel Gut' «.w•.. rcti ^�r.� a.`�:-r "= 'r :` +n c 1� H1{tl (Genial Corp. i-8DD- 363 -4456 • SERIES • RESIDENCE MAIM ANALYSIS Series ,C110 00 ,Outswing< Casement Window- LMI NOA #: 09- 0225.07 Glass-Size: 5/16" thk Laminated Glass: 1/8" H.S. Glass + 0.090" Dupont Butacite Interlayer +1/8" H.S. Glass Gl ass Bite: 11/16" Min. Sheet 4 4 5 5 1"I;e PR W1 t GM' /,3 4 CM CM/6 4465 4 46:5 . 0,4. 504, 50.4 50.4 MASS A lYilF114Ni, Width DLO - in 18:50 20:50 2040 ' 29.50 Height DLO in 30.62 15462 Width 0n) 26;50 5 _5 , 40 26 Height in . 37:6'0 25.50 38007 38.00 73.50 RD: Pd cPst) 00.0 B.Q 60:0 80 :0 80.0 80.0 80.0 80.0 80.0 80.0 36.50 86.50 36.50 31.i$ 31.12 66.63 NOTES: Glass Analysis & Mullion Analysis: Sheet .2 &3 of 7 ANCHOR QUANTITIES, SPACING AND EDGE DISTANCE AS PER NOA. PATRICK CAMPBELL RESIDENCE MULLION ANALYSIS Series ML tle0 Aluminum Tube Mullion NOM: 0,9-0128.14 Sheet, 5 Elevation -MK* CM/6 Rdr-Reci 46.5 50.4 Width in 52.50 Mull Span= in 74.00 MULLIPN Mullion ; Pd Allow (Psf) .(+) Int. 56.6 56.6 ANCHORS • Pd,AllO(Paf),(+/-)4 IType,A4 - Type •AA4i- 108, 150.00 PD (-) NOTES: Mullion Analysis: Sheet 3 of 7 Anchor Analysis: Sheet 4, 5& 6 of 7 ANCHOR QUANTITIES, SPACING AND EDGE DISTANCE AS PER NOA. • pia 'fFti} rF • » =. Series FX IIOO Alum. Fixed Window- LMI NOA#: 104426.07 Glass Size: 7/16" thk Laminated Glass: 3/16" H.S. Glass + 0.090" Dupont Sutacite Interlayer +3/16" H.S. Glass GI ' igte: 11/16" Min. Sheet 0 CM/6 • Pd -Re'd. (Ps`t) ,. 7 11 rlt. G,') 46.5 504 Width DLO in 48.25 Height DLO in 69.75 Width (in) 52;50 GLASS H�igPif" in 73.50 ILL ION Pd .Allow P ) Ext.( +) I Int, O O ( } 80.0 60.0 -44 NOTES: Glass Analysis & Mullion Analysis: Sheet 2 &3 of 5 ANCHOR QUANTITIES, SPACING AND EDGE DISTANCE AS PER NOA. .=) (4.._., efe ,46/8,7 ,p Ae ze we 2. •n O -o 2 (") , car I CbloAte, sae) Pane Aocat .S'ys (�e °/ Ca.n P _ . . 2� cC, 9 (4 , b'` o�, Project Name: Patrick Campbell Residence Load Duration Factor Anchor or Dowel Bending Yield Strength (psi) Side Member Dowel Bearing Length (in) Date :11 105 0 a,„7, N 2 w Anchor Diameter (in) D for Unthreaded Full Body Fastener or Threaded Full .Body. Fastener when bearing lenght of the threads does not exceed 1/4 of fulLbearing length in the member holding D Threaded fastener ( See appendix L) (NDS) Tapcons 1/4 ... D= 0.19" Tapcons 3/16 D =0.15" . Main Member Dowel Bearing Length (in) For Wood Screws Min. Penetration =6 *D Main Wood Member Specific Gravity Main Member Edge Distance (in) Dowel Bearing Strength (psi) 23,000 psi for 6063 -T5 & 6063 -T6 39,000 psi for 6105 -T5 & 6005 -T5 61,850 psi for Grade 33 Steel Plate, ASTM A653 • • 6100. 1.84 cm* D> 0.25, ,16600�G 1.45 Rdi if[0.25 5D 51,4•(1 + 0.25),if(D 5 0.17.,2.2,10•D+ 0.5)] Rd := Rd� Rd = if[0.25 5 DS 1,3.6•(1 + 025),if(D5 0.17,2.2,10.D+ 0.5)] Rd := if[0.25 SD 5 1,32•(1 + 0.25),if(D 5 0.17,2.2,10.D -F 0.5)] Rd := Rd1 Rd � = Rd 1 Fcm R .= es lm Re + 2•R + k 2•F + 2. 12. ).D k2 = —1 + 2 (1 + R + 3•F 1 1 + R 2•F -(2 + R .D k3 = -1+ 2 + R e 3 -F D • l m• F em Zim = ira Com Cem D•13 Fes z .— Rd 1c.1 •D•1s•Fes ZIIIm - Z� Rd II k 2• D • 1 m• F em (1 + 2•Re)•Rd�m C� C k3•134•13 Fem (2 + R D 2 • F em F yb RdN 3 -(1 + R Z .— Z - m Z Is , ZII ZIIIm Z IIIs , ZN) - CD lbs lbs lbs lbs lbs °Project Name: Patrick Campbell Residence Load Duration Factor Anchor or Dowel Bending Yield Strength (psi) Side Member Dowel Bearing Length (in) Dowel Bearing Strength (psi) 23,000 psi for 6063 -T5 & 6063 -T6 39,000 psi for 6105 -T5 & 6005-T5 61,850 psi for Grade 33 Steel Plate, ASTM A653 Da 1110540 1: Anchor Diameter (in) D for Unthreaded Full Body Fastener or Threaded Full Body Fastener when bearing lenght of the threads does not exceed 1/4 of full bearing length in the member holding D Threaded fastener ( See appendix L) (NDS) Tapcons 1/4 D= 0.19" Tapcons 3/16 D =0.15" Main Member Dowel Bearing Length (in) For Wood Screws Min. Penetration =6 *D Main Wood Member Specific Gravity Main Member Edge Distance (in) [ := if D > 0.25, Cd min 1) Rdw := Rd 1,45 1.84 ,16600.G Rdi if[0.25 5 D 1,4.(1 + 0.25),if(D 0.17,2.2,10.1) + 0.5)] Rd .:= Rdh Rdll := if[0.25 _5 D.5 1 ,3.6.(1 + 0.25),if(D5 0.17,2.2,10.D + 0.5)] Rd := if[0.25 D 1,3.2.(1 + 0.25),if(D 0.17,2.2,10D+ 0.5)] Rd •= Rd Ills • Dim PF /izi I1* • • es 1 + R •„b . . k2 := —1 + j 2. ( 1 + R + 2F(1 + 2R ) 3 •F + i 2— 1 + Re + 2 •F • (2 + R R e 3.F -1 gN.j II V6.P1' f al Z im Cd Rdh D•l Zls Rd k .D1 F zil es — Rd kral Zit:1m := (1 + 2 •Re).Rdium n em k ZITTS + R e ) adm D2 j2•F Z Rd 3 • (1 + R ; • L iu' IO Z min(Z Z % Z • C 11 411777iN •F?,71" twatst-tVt lbs lbs lbs lbs lbs lbs ProjecthameMatrick Campbell Residence -,442rOrfn T*Ler') • " P" 4 , 4 ;;1 14 M rg.Tx r I tri ea fr, 5 n fiL3 pe•A] -yEm 4 is Load Duration Factor • • • Anchor Diameter (in) D for Unthreaded Full Body Fastener or Threaded Full Body Fastener when bearing lenght of the threads does not exceed 1/4 of lull bearing length in the member holding D forThreadedlastener ( See appendix L) (NDS) Anchor or Dowel Bending Yield Strength (psi) Main Member Dowel Bearing Length (in) For Wood Screws Min. Penetration=6*D Main Member Specific Gravity Main Member Edge Distance (in) Side Member Dowel Bearing Length (in) Side Member Specific Gravity Side Member Edge Distance (in) Ple • pm. B Orii%1 • ( 6ioo.e 1A5 m ' 16600. G- 1.84 cm , 7 ---- -yr) 141 0.25 6100.G'45 16600.0S , A:Atte.aiklitS1:6 1 R dls Rd lm if[0.25 5D5 + 0.25),if(D 5 0.17,2.2,10.D+ 0.5)] Rdn := if[0.25 5D 1,3.6.(1 + 0.25),if(D 5 0.17,2.2,10.D+ 0.5)] Rcim if[0.25 D 1,3.1(1 + 0.25),if(D 0.17 0.5)] Rcl Rdw := Rd q11 psi • • := -) 2 + 2•R + R + R + •Re +;) -4 2•F + 2 D .- --1 + : 3•F .6 1 + R 2.F + R )4) k := —1 + 2 + Re 3-F 1..%„ C M ira •F s es Zls Ces Rd k - Zil Rdll es k Z llim Cd kl +.2.R k Zm , C (2 + R -Z a D 2 j2.F Rdry 3.(1 + R Fi , , z z z .4* lbs lbs lbs lbs lbs • Projeotlisme: • '4 0.1i , WT • =;;;=4,fe ° .417' Load Duration :Factor Anchor Diameter (in) D for Unthreaded Full Body Fastener or Threaded:Full Body Fastener when bearing lenght of the threads does not exceed 1/4 offull bearing length in the member holding D for Threaded fastener ( See appendix .L) (NOS) Main Member Dowel Bearing Length (in) For Wood Screws Min. Penetration=6*D Main Member Specific Gravity. Main Member Edge Distance (in) mpbeti Residence Anchor or Dowel Bending Yield Strength (psi) Side Member Dowel Bearing .Length (in) Side Member Specific Gravity Side Member Edge Distance (in) e11.05110 a Am • -6) l tiAtoo • F 13> 025, - ,16600G 6100. .84 em 1.45 Iff3 • 6100•G 1.45 F es : s 84 if[D > 0.25, ,16600-G 1.) = v D d s C min es ' Rda := if[0.25 D 1,4.(1 + 0.25),if(D 0.17,22,10•D+ 0.5)] Rd Rdi Rd if[0.25 D 1,3.6.(1 + 0.25),if(D 0.17,2.2,10-D + 0.5)] Rd= if[0.25 5 D5 1,3.1(1 + 0.25),if(D 5 0.17,2.2,10-D+ 0.5)] Rd := Rd Rdw R d 1 4,2 • • ki +241. +R + R • e e , 1 +R k2 —1+ j2-(1 + R + 3.Fenylna 2 \ 2 2.F b.(1 + 2.1t k + : 2 1 + R 2•F R — + •I D4 Zlm:— Cdm•Cem Rdj D4 -F s es Zi C k C Rd l t .131 131 .F elil Zni , , + 2•RO• r, dni %L k3-D4 c + R " j D 2 2•F Rd 3.(1 + R 't Z z Rt) lbs lbs lbs lbs lbs lbs • NOTES: Glass Analysis &Mullion Analysis: Sheet 1 of-4 Series , 0 Alum. Horizontal Sliding Window- -LMI NOM 0 9- 0303.04 Glass Size: 5/16" thk Laminated Glass: 1/8" H.S. Glass + 0.090" Dupont Butaoite Intedayer +1/8" H.S. Glass Glass Bite: 9116 " 46.5" Width - 13U) In .3 Height DLO in ; S & MI 14APIS1 ANCHOR QUANTITIES, SPACING AND EDGEDISTANC.E.AS PER NOA. • ?,/o 'i 2-9, is 7,3 4 \ _w k�GaawQ� +m 4 *-1 ProjeOtiNayne: .iPritals044001101 *ID tee , C.0 vre. ggg—g gg. A' ,10 g *.ele Load Duration Factor Anchor Diameter (in) D for Unthreaded Full Body Fastener or Threaded Full Body Fastener when bearing lenght of the threads does not exceed 1/4 of full bearing length in the member holding War Threaded fastener ( See appendix L) (NDS) Tapcons 1/4.. D=0,19" Tapcons 3/16 0=0.15" Fee t fr==.1 _ Anchor or Dowel Bending Yield Strength (psi) Main Member Dowel Bearing Length (in) For Wood Screws Min. Penetration=6*D .Main Wood Member Specific Gravity Main MemberEdge Distance (in) SidaMemberDowel Bearing Length (in) Dowel Bearing Strength (psi) 23,000 psi for 6063-T5 & 8083-76 39,000 psi for 6105-T5 & 8005-T5 61,850 psi for Grade 33 Steel Plate, ASTM A653 • 0.25, ,166000 610040 1-'45 Atli1411 70,-fi as Itcl if[0.25 5D 5 1,4-(1 + 0.25),if(D _5 0.17,2.2,10.D+ 0.5)] RdL Rdi Rdil := if[0.25 D + 0.25),if(D 5 0.17,2.2,10.D+ 0.5)] Rcim if[0.25 5 D.5 1,3.2(1 + 0.25),if(D 50.17,2.2,10D + 0.5)] Rd := Rd Rd := Rd iErn -OM • • R k 1 2•P b(' + 2-R 4:1 3 •F i - 1± R 2•F + R 2.- + R e 3•F1 2 em s Thim.Fem C .0 Rdim dm eln • al 1 1s := i 1 1' 13 ' 1 1 7 es Z 11•" .= Rd J1 • k Zili . CC •(1 + 2-Re).Rdifim em k Znis (2 + Re).Rdin Zru Rdiv 311 + R D 2 j2.F 1 + R z mia(z lbs lbs lbs lbs lbs Projeo/Namm TResidence 4WRIn 440 trov*:131 tr:110, frwT, " '•`-• • ■ graltM la tt; '.Load Duration Factor. • Anchor Diameter (in) D for Unthreaded :Full Body Fastener or Threaded Full Body:Fastener when bearing lenght of threads does not exceed 1/4 of full bearing :length in ihe'member holdlng D forThreaderi fastener ( See appendix L) (NDS) "tapdqns 1/4. . ...... Tapcons 3/16. D=0.15" Anchor or Dowel Bending Yield Strength (psi) Main Member Dowel .Bearing Length (in) For Wood Screws Min. Penetration=6*D Main Wood"Member Specffic Gravity Main ember Edge Distance (in) Side Member Dowel Bearing Length (in) Dowel Bearing Strength (psi) 23,000 psi for.6063-T5 & 6063-T6 39,000 psi 61,850 psi for 6105-T-5 & 6005-T5 for Grade 33 Steel Plate, ASTM A653 • • • • • �E em = oai if[0.25 <_ D._< 1,441+ 0.25), if(D 5 0.17,2.2,10.D+ 0.5)] Rd1 := Rdi ME I= if[0.25 <_ D5 1,3.6.(1 + 0.25),if(D 5 0.17,2.2,10•D+ 0.5)] Rd = if[0.25 5D 5 1,3.1(1 + 0.25),if(D 5 0.17,2.2,10•D+ 0.5)] • S _ Maim Rd V 1 fnl • p lera 4., es k + + R + 21 2.11 ta + D-1 Cd Rdi s es Z- Rd kral.F k3.D.1 Z + R Rt ) Re 1 R D 2-F Z — MINT 3.(1 + R 1 + R 2.F + R 2 R 2 3.F RaE k 2• a1 m .F em Z •— „ CC + 2.Re).Rd11 m Z := rnin(Z Z11,Zm -1 lbs lbs lbs lbs • Alum. Sliding lass Door- LMI 448 NOTES: Glass Analysts & Mullion Analysis: Sheet 'I &2 of 8 G Size : 9116u thk Laminated GIs= 1/4" HS. Glass + 0.090" Senhyglass PIus Interlayer +1/4" H.S. Glass : /4" Min. ' Elevat. NCRecit:(Pst) Width DLO in 46iF IT - 154.47 40;a7 tileiOnt 74;37 , Panel Width (In) 36.00 LASS & MULLION 1(-)1111111r: TOCI :"'11:.'atiOAPCSI1111414.1 Anchor Analysis: Sheet 3 &4 of 8 ANCHOR QUANTITIES, SPACING AND EDGE DISTANCE AS PER NOA. • 1 Um.: El,4l'I g c'I Dar- LMI 2 >Izes: 7/16" thk Laminated Glass: 3/16" M.S. Glass + 0.090" Dupont Butacite Interiayer +3/16" M.S. Glass ate: 3/4" Nlin. SG P 4 -50A 45 lAA &1 F hDL In :28:5.8 7 leight DLQ in 44:37 'Panel 1Nidthi (ill) 27.80` .FlE�ht" it1 WOW NOTES: Glass - Analysis '& Mullion Analysis :. Sheet .2, of 8 Anchor Analysis: Sheet 3 & 4 of 8 ANCHOR QUANTITIES, SPACING AND EDGE DISTANCE AS PER NOA. 4. • 1",■ ... 7.I't 4f:A 7 A 5 ' . tz.f . ••, tf • Imes.-- 'Entrance Door- LIM Glass - Mae: 5/18" Laminated Glass: 1/8" H.S. Glass 4 ' 0.090" Dupont ButacIte Interlayer-1-1/8" H.S. Glass Ita; 141101/iin. r,E3-ILOs ger WidtiVOLO _ . • ftegohtiaLo . . ° • G14' at* Wiettfil OA A 51 _ OQ NOTES: Glass Analysis &Mullion Analysis: Sheetl & 4 of '10 ANCHOR QUANTITIES, SPACING AND EDGE DISTANCE:AS PER-NOA.. ,* f' -ipit lisp . 5. i Q. 1%,. . 1 "E • where allo w shall not be on (In Miami b ide Coo ive thi s' product or Mt in the accepted manner, lately `;r o'ke, modify,'o ; raves the riOt to revoke a zvisionthat this product;orm and reguulations..gov revrewedby Miami -Dade Coun (BORA)tto be used Mi .g Jurisdiction ( ). date stated below. The Miarul or the AHJ (in areas other than 14 for quality assurance purposes the a (starer will incur the.expenseof use of such-product or Bator- ce, if it is determined by to meet the requirements of thou Froduct erve act ehufldg eode. This pia oduct is .approved as descxibedherern, :and: has been designed.to comply with t da nil Code rte udin fh g Velocity Iu cane ne. DEsCRiFai , .Series CM 100" Outswing Aluminum Casement Window — LAU. APPROVAL DOC C " Di , Drawing No. -16, titled "CM100 Aluminum Casement Window sheets 1 through 7 of 7, dated 03/0 ° /04.with revision B dated 09/19/08, preparedly Al arooq Corporation, signed and sealed by Hu ayot parooq, P.E., bearing the , -Dade CountyProdact Control `on stamp the Notice of AccAcccptance number and expiration date by the Miami Dade Cout>ti? roduet ControlDhvis on. ACT RATING: 'Large Missile Impact Resistant LOEUNGrEach unit shall bear a a ..: ent label with the manufacturer's name or logo, city, state: and fellowingstatement: 'Mani Dade County oduct Control Approved ", unless otheerrwwise noted herein. RENEWAL of this NOA shall be dered after a renewal application has been. fled; and there has been no change in the applicable building codenegat vely affecting the performance of product. ATION of/his NOA will ocour after t the expiration date or if there has been a revision or change in the.muterials, use, and/or manufacture of theproduct or process. Misuse of this NOA as an endorsement of anyproduct, for sales, advertising or-any otherpurposes shall automatically terminate this'NOA. Failure to comply with any section of this NOA shallbe.cause for termination and ofNOA. A r The NOA :caber 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 P���•� g y displayed, then it shall be done in.its entirety. INSPIICTION: A copy of this' entire NOA alt 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. N ®A> revises ° >and renews N0A = #44001 and consists of this page 1 and evidence pages B-1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. °094)225.07 Expiration Date: July 29, 2014 Approval Date: June 17, .2009 Page 1 • • ItS B. TESTS 1. Test uTprts 011 1) Air 2) UMm 4) wit cored Window ,lreParefr' (,- 2. Test repots on: 1)=Larrielft 2) " along withmarked- window reparedtkY' - 02 4 . _ BitT1-0348S6 dated S - E E (dufl4 3. Test xvorti on 1) Large! 2) - 4d' nwih mark edt 11E11-43-18$9, t annaly P.E. 65t4mille tiff 4. Test reports on: 1) TAS 201.94 ckerfae, TAS 203-94 gram of an Aural= easeinont teemg Inc., Test Report No. and sealed byRafaelE.Droz-Seda, -41) TAS 2a1-94 eseLodper TAS 20394 *Oa tit of an almLfinum casement c., .r - and :sealed by Rafael E. Droz-Seda, TAS 202-94 2) Uniform: St4ic resure Test, Loadineper.E3C TAS 202-94 3) Wattiteal'stitiibe TAS 20244 Force4 T9st, 4' C2,411.321 (b) andlAS 202-94 along with marked-up drawin and installation -diagram of an altunkum easement window, prepared by Hurrioane Rrigintering & Testing Inc., Test Report No H1T1-03-1350, dated October 14, 2403, s1gntandsealedby Rafael E. Droz-Seda, P.E. (Submitted under previous NOA 06413611) exie ., untium isionB datc4 Q f19f0S,prepared ayounParooq,P:11, TAS 202-94 st, or FliC TAS 202-94 4113:2.1 (b) Fuld 20244 um easement - engkc., TesiRsport No. — s o di; eat/Rad - DmvSetia, E - 1 Product Co " or NOA No, ) 5.07 ExpirationDate: July29014 Approval Date: June 17, 2009 • • e, ,C. 8,, 6. Testy- 0, TAS 201-94 nd ass e oa �x C, TAS 20 -94 along* ma? d and install on= &emu of an aluminum casement window, ' e o caneEngineetIng Inc., Test ltoport No toniber 17, 2003, si a Wand sealedrby .Rafael E. Droz -Seda, PS. glib** trevious . l�I.; & Mat) C. CALCULATIONS 3. Revised-AnChor verification calculations and structural analysis, complying with FBC200'7,1n' arealAy AI:- Farooq .Corporation, dated 09 /23/08, signed and sealed by Humayoun Farooq, -P Como i es AS E13004Q2/04 D. QUALITY .ASSURANCE 1. Miami lade inding -Code Compliance Office.:(BCCO). E. "MATERIAL MI' C< NS 1. Notice of Acae sNo 09- 031:2.02 issued to E.L DuPont DeNemours & Co., Inc. for thoir"ThiPont1 utacite®PVB, Interl er" dated 05/13/09, expiring on 12 /11/10. F. ST iA S 1. Statemetletter of cafrrrrnance, dated September 18, 2008, gigned and sealed by Humayoun Farooq, P.E. 2. Statementletter otrnofinancial interest, dated September 18, 2008, signed and sealed by llurnayoun Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 06- 1130.01, issued to R.C. Aluminum Industries, Inc., for their Series CM100 Alunni ma Casement Window - L.M.I., approved on 04/05/07 and expiring on 07/29/09. E -2 ea, PA. Product Coo N as ,� er NOA No. 094225.07 Expiration Date: ; Ally19,2014 Approval Date: June 17, 2009 • • E -2 Manuel Perez, P.E. Product Control "Examiner NOA No. 09. 0225.07 Expiration Date: 3,y;29, 2014 Approval Date: June 17, 2009 • 3Y WINDOM WM 35 3/8' APPROVAL APO:aES tO, SINGLE ViVNi VVINF70S45 OR DUAL PENT *51bOWS' USING INTEGRAL ALSO TOP NV. f3 O0MBINATIONS OF MEB AND GASEW W e W $ICiG. STAOkING NEW ski. WRNOtir ® .„ AtOsIE F:,V � - :-.''1,a MAY BE B5E0 • 3ti 3/8JMX. 35 3 /B° NAX. VetrAtimi %VT MTh 1/8' MAlt. 30 i /B` Mot. t �8 Me teeelfr. NO, OF NO: OF 28 -1/4' 2 2 42" 3 2 44 - 1/4' 3 3 88 - 1/4' 4 3 74 -1/4' 5 3 vaoar� OF NO. t1F WOES : 42' 12 74 -1/4' 3 3 • 24' 31 1' 37" 42" 24' 26-1J2" 30" 37' 42' t/ 24' s o' 37' to -1;/e 24' BOA I COB 81 $1Gk tom *Olt erne fl Y`!,ern0 SATG30 - 70201120. [ d (0) re - t /e• 24' 28 -1/2' 30' 3r 42" 48" 53 -1 /e' 19 -1/8' 24' 26 -1/2' 30' 37' 42' 48" 83 -1/8' t9 -1/e 24' 29 -1/2' 36" 37' 42 48' 53 -1/8' 19 -1/8' 24" 28 -1/2' 30" 3r 42' to -1/e" 24' 28 -1/2' 30' 37' 42' t9 -I/8' 24" 28 -1/2' 30" sr 19 -1 /8' 24" 26 -1/2' 30' 37" 19 -1/8' 24" 28 -1/2" 30' 37' 38'3/8' 80.0 805 80.0 80.0 800 78:7 888 630 805 80. eat 800 80 -5 /8" eot 7018 68.1 99:8 eat 80A • exat 80.41 724 esa bad • 600 880 er 80.0 689 • 807 80:0 80.0 Sao 80.0 80.0 800 80.a 80a e80 BOA . 80:0 80:0 B05 0 eao 058 80.0 804! 805 BOA 500 72' BOA ..80.0 74.4 80:0 eat 72a isso. 8aa o 74 -1/4" 60.0 80.0 721 78.4 W15 8E8 oteenos ' 02 VEk1T YuLLksN ONE Fa t a100. ORS MED. WINDOW MING VOWS FOW SEE /IRATE NOA Ncne CAPAC Eb titsb FiedRIDA PECYAAMDRY PYIkki 3r 48" S3 -t/8• ea 72" 74' 84' 86" 108 -!/4 37' 48' 83 -1/8' 80" 72' 74' 84' $e" 37' 48" 33 -1/e" 8a• 72' 74' 84' 3r 48' 83 - i/8' ea" 72" 74" 84" 37' 48" 53 -1/8" 80' 72' 74' 37' 46" 63 -1/8" 60" 72' 37' 48 e3 -1/8` e0" 72' 74' 30 -3/8" 50 -8/8" 74 -194" Bad 60.0 800 80:0 ... ea0 60..0 00,0 80.0 800 . 0242 800 805 80.0 • 800 80.0 880 80.0 Sao 80.0 800 74.4 72.4 800 800 70s 68.9 80:0 80.0 atm 818 80:0 . 74.4 80.0 721 80.1 tit( ails skEEt M '..kitliisH =219 ONE 0R 190 ANCHORS AT 101C14 SIDE ; o0 "=ia is 9�fi to da1:00 -a26 20 14 1 Si v-084. S4E tAft We HEAT STRENb GLASS ANT attrAcce PiIR 1/8' HEAT SIREN?D GLASS NE GLASS TYPE A' GLASS TYPE 1/8 HEAT STREAM CUSS DUPONT MT &MAYER BUTACITE PUB 1/E HEAT SiWill CMS StueoNE COW 'CORNING 785 s &L QPTiON we HE t SIR Gust ij4• Aat SPACE 1/8 NEAT STRE6J'E7 MASS D ONt B I �t�B tie* HEAT STROM GLASS 1/8' HEAT STRE N'D OtAss t /4 AIR SPACE t /EY HEAt STRENtO GLASS 0 o* GLASS TYPE SIMONE DOW CORNING 795 o, PVB Vs" HEAT sERFJ+ib OE/S$ Sundt DOW OORENO 795 cD25 At was A8 t8 Diu REi ), 2/ 4 7 4 OE) clisOft Pr IA: • • 419174 MOW • DUAL VENT 'WINDOWS sift Iry sift lititilikitrs • e • ' 1 - • egi •#9.; .30 0 • •• • • - ` inin - , - to ineet thequ1eeits hea *_1 - be nedtoinp1y wIUi1 h.Fioiic . ' Orizenta0M -LM' 36, RiOO *irnBTk SlidingW41.0.)", ioxtB ate4 0M910 epareit1y 14Farc Cooratioi, ° iOn 'en ditehylthe not elmlactitesistant label witlithe tuanufautorenTAMO orlogoOlty, state and not Approvee, FT - mwal 4on ..;.0.000-0PrOt***: • • loatttefortenaion , v040 by the Nvortla:: ": sisiniaidorsehtent 'Failure , COnnty, Fl,prida, and partiOn Of die MA is on witty tbe displayed in advertising literature. betionein.its-entirety. qpy off thiaiiadri-lsWvitallte provided to the user by thetaannfEtoturer or its _ etsandahall avallablefkin‘pection:at the job site at the request ofthe:Building Official. AltikdielflattOtte** =mists ethispage 1 andtvidoneepages'EA. and oval documantmentioned above. ean' " otmaatkewed bylittanuel Perez,P.E. NOA No, 09 Expiration Date: August OS, 2014 Approval Date: June 17, 2009 Page 1 • 4. fae1 . Droz Oa* r n 'er previous1VOA x#06- 1130.02) C. a 1. Molar verification calculations and structural analysis, complying with FBC 2007, prepared by . A1- parooq,Corporation, dated 09/23/08, signed and sealed by Flurna.youn Farooq, ?.E. -Complies with ASTM E1300-02/04 E - 1 ) FB 'T, 292 -9 Air �a mine Test, Loa gper k , TAS 202 -. 94 ce Test,pprF C, T.1 M. 94. -est, p€r C 20112.1 :and TAS 202-94 dad iaeop =+dia: Ca o ` a`> a aiding window, g &Testing, & Inc., Test wort No. and sealed by soaledby Itafaol E. Droz -Seda, P.E. 640.00,2) ac t Test per FBG, .TAS 20,1:-94 e Load wiser FBC, T 203 -�94 di r p of an . aluminum slidin T 1 t} and sea'ledbyRafaelE Droz -Sella, P. E. 17.0.10. cane Engin , • ®m & Testing, Inc., Test, Report No. /23/04, tested per AST.NI-E 8-01 el, signed and sealed by .Product C 1. ntrol MOAT . fl .t 04 Expi a ion,D : August0S 20114 Approval Date: June 17, 2009 • G. STS .„ 1. of I. _DuPont DeN :pars i ts inc. dated . 05/13/09, ex** :tea 12 11110. eta of s °nuance, dated - S to er 23, 2008, s gn and_ e `by on . :Na ree of Acceptance No. 06-1.130M, issued to R.C. Aluminum Industries, _Inc. for ei S es' 100" ifliiitlitirtriffOrixOtead g Window- LI/IL on 04/12107 and expiring on 08/05%09.. E -2 Product NOANo. 09-0301104 ExpiratioonDate: August 05,2014 Approval Date: June 17, 2009 • is we CHI :s• ta e xt� ARE ali .y: ei•,-,. +.z1I. e .may( -'� '�I i fF'.. e� a [o • 1`�_ l 9 I yts�1l 07 Ili 679 ) 98 ~ 13 Ykl2aC.a�'r II t1, R19 rl i az la! at 31.,16r i�B`.N Nazi •' GtAss teak* GlAtS TYPE *Ba tl' TION$ I ask FOR SPACING SIRUC311RES DIRE LY ik r ONC OR SO15Rv i /4• was SHIM 1/4• SHIM unx. x'rE1t oR WIFIDOfk+i t,>�,;ihs3Es3s -4 1/4: SHIM asityyr:.. Ti *Joie o t ° , O .�,_ .of the 1?( copy of this entire NOA Fha11 be provided to the user by the manufacturer or its distributors ro or In n•at jo ste: t er-. a of he tt i . s 1OA * 064037.06 and consists of this page 1 and.evidence pages E-1, as well _as approval document ntioned.above. The llocumentation was reviewed by Tahaq :I. Chanda, P.E. signed to comply with -the 'Florida Build4 Code, s D rL:1 . ed. - "Series- 2400ST I.D. Glass Door {L.1 ) , tt on, - dated 11/0Z/O 1 st rerised o Nov: 27, . . 5 let lff ` , Mtitni4 of r►er Ntia lis?btade ( itiVIrodtletiCoUtrol mito a exceeding t/» ufaetnrer''s name o rilogo,- city, state: and " 088.0 411 enotO herein. °a lap lic o 7 s n etl d sere has- beenno e gtheaA:i•. AAA. c of rodtct. exp rafign date or itthere has been a revision or change in the r Ue6ss. use } sNC 111endosem to' y ._ +➢ l auto na lcall F AA [< NOA. milt re to c ply Wo ds Nl 4I a 'County, l4orida, and followed by y be displayed in ad a ti in `lie tie r e. If any portion of the NOA is displayed, then it shall NOA No Expiration Date: I!ebruary°O1, Approval ' :Date: :Moth 22,2007 : Page I • B. ITS TS (... .ed 1 lile # #06-0327.06) Odginai test conducted pe 203 4, 4. 1. Test $ 011 Test, per PBC, TAS 4 Unif sure Test $ 2 3) Water Resistance Test, per Mel .p act Test sure oading Test, per EBC 2411 3. 2.1 ( along with markecl-up drawings and.instaliation diagram of door, prepared "On da ted aeded by Luis Pi!: 2. Additional test Twit No..141.1.4615per TAS 201,202 -& .201-94 SGD., issued by Fenestration Testing Lab, dated Tune 16, 2005, signed & sealedliyEdmundo LargiesP P. E. C. CALCULATIONS 1. Glazing,ealculation -complying w/ AST.ME-1300-02, prepared by Al Earooq C 07/20/06, signed and sealed by Dr. Humayo P.E 2. Revis chor calculaiions and structural analysis 1ying 2004 pr eparcdby AlFarooq Corporation, dated 07/20/06, signed.. edby Dr ,P.E (transferred from file 064327.06) D. QUALITY 1. Miami Dade Building Code Compliance Office (BCCO). E. MA '4 CER1 tAilOISTS 1. Notice of Acceptance No. 66.1205.10, issued to E.I. Dupont de Nemorous & Co., Inc., fofteieSen orasspits expiring on 01/14/08. E - 1 G. OTHER L This NOA renews NOA # 06-0327.06, expired on February 07, 2007. 2. Test proposal approved by BCCO dated June 30, 2004 &Dec. 22, 2004 F. STATE i RE S 1. Statement letter-of conformance and letter of no financial interest, dated 11/16/06, signed and sealedby Dr. Humayoun Farooq, PE. ls"ha Chief, Product Control NOA No 070124 ExpirationDatellhibitaty 07,2012 Approval Date: March 22, 2087 • 1"1• 1c0 -'9` "09; Main, JD fi.`i e3'L: D 0. 9 SEE SHEET 2 ;FOR DFS LOAD DAM OF DESIRED OfieS SIZE. USING WW1* SHEET ailstiEpt .. � ot: OPTION ikritt DESIGN RATING kEiBE-404Att DES ` � , �IGN :� Cabs LOWER DES :PRESSURES FROM GL S OR A lcHOR cI4ARTS • WILL APPLY TO EITIRE'SYSrEM. Is mower : BEEk; DES ; _113 a I" +i'' RE 1 17 1a 6- I ``` R1 1 3 1 0"C ODE 794 t0 . IQ �! BOB BUCkS BY THEP T BE AHC HORSED PROPERLY TO TRANSFER LOADS TO T E SGt ANCHORS SI-L LL BE SPACED TLi S1 O* . ON DAL$ A 1OttS EWBEDR1ENT 10 *SE My E ■■ H E �� jy � GN � & � ' j tans { G G� t rUECO. ANCiOH�I . ! f % LOADIN ,. > 9 9 9 O iC49d'r 0167* t hESE *TAILS n. I 1-:' 44991'12 4. 2 t /2• M4 TYP. H4. /221 (42 14222 '. 91 �! -ING �}' 1 11479 99 0/,, 19 '(j�x71Yn I 9' : 14 TE 0 0, &la 1,�t{ • 4 1/2' - ..=20014 ®...na 112, $W' .44 OPG. 102 131.0 119 -1/2 131.0 131.0 131.0 131.0 131.0 131.0 t31.0 131.0 131.0 .131.0 131.0 NOTE: GLASS CAPAGMES OCQ MS SHEET ARE BASED oft Asti £t3*o -6. (3 SEC. GUSTO AND FLoRIEWITODEV DECLARATbR' STATEMENT 117A05— DEC -2t ! - 2 4 a 5 9 i Ai ` if "tip 1 ItAi t . . ALT4. °gam;. 1/1a0W�,➢ANEI .{4( 0. 110RlL fi0T,1. I /�fc' Pr Ef a.; ? +? F O1pZC,901 10t•—•= as ,;RM: 6062 - 6 28 1 101 PAQEL sfe� X;:113 07. =b • smiiimst 61 a - fig.`' ,J 3/4'' 1 PSI • I simakeass ƒ' % a 2 & • p--- 2.062 078 - f �--- 1.9 I .078 U • 5.499 }�-- -2.235 I 1.913 L .082 ,.475 1.875 1 J ■ 1.812 I I ddd 1 1 1 1.37f� ZSO 1.613 4 .186 1.175 1.723 c 1.234 SILL ANCHOR �2.18Y� HEAD ADAPTER .344 I 1.3Y4 �1 1.718 --- I.-1.569 --.1 2.085 2.806 5.016 FRAME HEAD - X. TOP RAIL MOV. TOP RAIL 3.000 .078 2.884 .250 1.764 1.564 5.016 2.847 1.768 J62 860 -i 1.718 -may d 1.396 -1.569 2.254 125 .188 2 2.594 1 78 t 1 LOCK STILE 14-- 2.085 2.606 8.068 I 1.906 - .243 I L - 1 . _ .i 1.874 -° L - ALT. FRAME HEAD 2.531 .156 - 1.913 J. MTG. STILE FIX. BOTTOM RAIL MOVING BOTTOM RAIL r 3_ 5.582 .125 . zso 9.375 .156 1.8847 1.884 -.1 lROH1C1'I • �• YG�_ -y Jimpoga oft ///// *S�w �s n d l l 2.187 - 2.218 1.792 4574 � 1.768 - 2.647 4.682 2 7$0 INTERLOCK 1 r E41 L 1.584 1.128 .880 I 4.672 2.839 1.079 .090 TYP. 1.078 .090 - FRAME SILL FIXED .000 STILE 1 - . 687 5.542 .125 .250. 3.375 ALT. FRAME JAMB FRAME JAMB. 252 moo m - 88 4 r __,. 2888 wll~ Engr. 06. NUtMAYOUN PAR000 SiRUCIURES FLA. PE ur . +" - II 4.872. 1 drawing no. W01 -75 8.687 I 2.498 =1 ALT. FRAME SILL --- THRESHOLD ( sheet 7of 8 eA � COUNTY 1 . 8 a } 4 IA M t Q'. 4 0.0).70 °.'. ?A ° • f anto mat Selo - nap0.eo g IMO §) 0)U IE Airk sbeet44 fo ow— L.1VLL . 1) A. um&nom Fixed Window (L �.). ", 7 - ro4 I ade `court v l ei T ae ` , Ronda, and in advertising 'lithe. If any portion of the NOA is slialrbeprovided :to the user by'theinanufact lrer or its ion a e jdb 1* the lagnaatcf dlealfiding Official. ef�A == �F2���I)�y���ac�sis� ofth�s�age� ,`��c�itpast- l;td,�� p11'd`i?rreen *P wi6ll as'a iproval derr nent:men oned above. en ton was reviewed tty .nuet?ere7, J989, c WA a Lt al act sta p-and thaskbeen '' Ilan or clime 'P do a.m!!s NOA No. 10.0426.07 Expiration Date: 'M O 2014 Approval Date: August 04,2010 Page 1 • B. mils 1. Test-rep s .oi 4. T. along with ` Ted, 10"/ , a ted e e 5y o G!'o ' ,' ' . . 2. Testrepor 1 ) & � ie tpact Testper ITC, TAS 201-94 2 c a ct .ind' Pressure Lo ei 0 FBC, TAS 20.394 `Drop Load Test 4+00 t. Lb ), per ANSI X97..1 aloe with mark i w"ut and installation .scam of alut inum fixed window, prepared by1 .extra o Test Laboratory, .Inc., Test Report No. FTL -5866, dated 1070"9/ , aigaed d Ie b Michael R. Wenzel, P.E. Test T po on: 1} F 1t on Test,per FB , TAS 202-94 'Stafic 'Pressure Tes t, L 1g3C, TAS 202 -94 act eseLoad E -1 along 4.4on' aborato , In: 1 Q mundo Larg 1 1) 'impact Test per.FBC., T., 201-94 e 'hessure Lo a a , FA C, TAS 203-94 4 2Q -94 Z97.1 dndow, aftd -94 AS 203-94 arriMum fixed window, No. FTL-4295, dated along with s and instailation dial ofabroiMlun fixed window, Pre* on TT sI 'Laboratory, Inc., Ted'" b a ° ®rtNo. X4294, dated 10108 /04, igned And* niundo Largaespada, I.E. (Submitted -rn NOA# 03-08T5.01) Biel Product Con ro er NOA o.1040426 07 Expiration bates August 19, 2014 Approval Date: August 04, 2010 • 7. t: a; 2){ along w h l preparedly P estr on, T 10/08/04, signed and seed (SiOntiiited = anti&NOA# C. CALCULATIONS 1. An e prelim y P.E. C M E11300 -04 i on calculations and stra, aoa "As, n(nuPliing C- 2007, arooq Corpon, dated 02/01/10, signed and sealed by Javad g Code Compliance Office (BCCO). n pact Test r FBC, TAS 201 -94 essure Lo C, TAS 203 -94 d installaton ® ® of altuninum fixed window, aboratory, Inc., Test Report No. FTL-4296, dated undo Largaespada,.P.E. 0 ) E. MATERIAL cnn 'CATTIONS ]. Noltite Nb 09- 0312.03 issued to.E.I. DuPont DeNemours & Co., Inc. for Their "Di Se* Glass® lnterlayer" dated 0:/13/09, expiring on 0.1/14/12. 2. Notice of Acceptance No. 05 --1 208.02 issued to El DuPont DeNemours & Co., .Inc. for their "DuPont at B cite; PYB Inter!layer" dated 01/05/06, expiring on 12/11/10. E -2 Product Control N., 4, +er NQA. o.1I? 6:07 Expiration bate: August-X9,1014 Approval Date: August 04, 2010 R.C. Aluminum Industries, Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUB1VII'1"1ED • F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated July 9, 2010, signer and sealed by Javad Ahmad, P.E. 2. Proposal /I 08 -1635 issued by BCCO to R.C. Aluminum Industries, Inc., dated 11/24/08, signed by Renzo Narciso, Engineer 1, Product Control Division. G. 1. Notice of Acceptance No. 09- 0225.08, issued to R.C. Aluminum Industries, Inc. fore their Series "FX100" Aluminum Fixed Window — L.M.I., approved on 05/27/09 an expiring on 08/19/14. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100 -2004 "Procedure for Determining Fenestration Product U- Factors" 2) NFRC 200 -2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500- 2004 "Procedure for Determining Fenestration Product Condensatio Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of RC Aluminum Series "FX100" Fixed aluminum window, along with attached drawings and bill of materials included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL -110- 12451.01, pages 1 throngJi 7 of 7, dated 11/13/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator -In- Responsible -C harge. 3. NFRC 102 -2004 Thermal Performance Test Report on: 1) NFRC 102 -2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series "FX100" fixed lite aluminum prime window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by Nation `. Certified Testing Laboratories, Test Report No NCTL -110- 12352 -1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J.1VMitche Technician, through; 3' � Y ll, � and Robert H. Zeiders, P.E., Vice - President Engineering & Quality Person -In- Responsible Charge. 4. Recycled Content Determination Report on: Name: Fixed Window, FX100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated March 22, 2010 certifying that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle, Vice - President. E -3 Manuel P P. Product Control ,: mine NOA No. 10- 0426.0 Expiration Date: August 19, 2014 Approval Date: August 04, 201 `` Legend Abreviation: Descri s tion: SS -D Desiccant - Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @ #2 Surface Typical ARG 90% Argon PVB .090" Poly Vinyl Butyral (PVB) interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMF1" LED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division. Component Name 1. Window Aluminum % Recycled Content at Manuf. 30% % Recycled at Disposal 100% % Bio -based Material N/A % Renewable Material N/A 5/32 CLR 240 #2 -SS -D ARG BRZ- 1/8_090 PVB_1 /8 5/32 CLR 240 #2 -SS -D ARG BRZ -1/8 090 PVB 1/8 5/32 CLR 240 #2 -SS-D ARG CLR -1 /8 090 PVB 1/8 5/32 CLR 240#2 -SS -D ARG GRN -1/8 090 PVB 1/8 5/32 CLR 240#2 -SS -D ARG GRY -1/8 090 PVB 1/8 Component Name 1. Whole Window C -Value .95 G -1 Manuel Per Product Control E NOA No. 10- Expiration Date: August 19, 201' Approval Date: August 04, 201 G. • 0iy 37' 42' 48' 83 -t /8' 60" t¢ t/8' 24" 28 -1/2' 30' 3r 42' 19 =1/8' 24' 28 -1/2' 30' 37' 42' 48' 1/8 53 -' 80' t8 -//8' 24' 28 -1/2' 30' 3Y 42' 48' 53 -i/9' so' 78" 800 800 krus 000 80.0 80.0 140 • tYpjc.4 Z • 7!.?1..1 pl2. A ("I.- Al A itTO MT& STiktetiiRtS' STEEL : 12 GA: titt. :14IN: :Mgt . 0061-1541110 (tTEEt IN coNtA0 WffH 4(1.1.4101iffil TO BE PiATIED Oft,P 9 0 CUSS STOP Wit S) 38 Gets s&OP wAt.tots) t s oP .1575 2.125 (� fRARIE`A2 J FR E'NE7111/ 1.072 1 /b' Kidtt OlitorAgrIPAcmc 1/4 MAL A Oklio;t1-A • EjrkERItlit O.L OPO. 1 /A' MC. • _x,.tp' „10z DESIGN LOAD CAPACITY — PSF SIDE /SIDE OR TOP /BOTTOM WINDOWS ONE ANCHOR TWO ANCHORS AT EACH SIDE AT EACH SIDE WINDOW DIMS. OF MULLION OF MULLION 19 -1/8' 80.0 80.0 24' 8DA 80.0 28 -1/2' 80.0 80.0 30' 38 - 3/8 , 80.0 80.0 37” 80.0 80.0 42' 80.0 80.0 S3 -1/8' 80.0 80.0 19 -1/8' 80.0 80.0 24' 72.5 80A 28 -1/2' 72.5 80.0 • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA R.C. Aluminum Industries, Inc. 2805 N.W. 75 Avenue Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rul materials. The documentation submitted has been Division and accepted by the Board of Rules and other areas where allowed by the Authority Having1 This NOA shall not be valid after the expiration; Control Division (In Miami Dade County) and/or the right to have this product or material tested f fails to perform in the accepted manner, the man may immediately revoke, modify, or suspend the BORA reserves the right to revoke this accep Control Division that this product or material fails This product is approved as described herein, and Code, including the High Velocity Hurricane Zone DESCRIPTION: Series "RS -240" Aluminum Sli APPROVAL DOCUMENT: Drawing No. W03- (LMI)", sheets 1 through 8 of 8, dated 11 /10 /03 wi Corporation, signed and sealed by Humayoun Far Control Revision stamp with the Notice of Accepts County Product Control Division. MISSILE IMPACT RATING: Large and Sm LABELING: Each unit shall bear a permanent la following statement: "Miami Dade County Produce RENEWAL of this NOA shall be considered after, no change in the applicable building code negatively � i TERMINATION. of this NOA will occur after they; in the materials, use, and/or manufacture of the p . { of any product, for sales, advertising or any other p to comply with any section of this NOA shall be c ADVERTISEMENT: The NOA number p followed by the expiration date may be displayedv displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall b distributors and shall be available for inspection at This NOA revises and renews NOA # 05- 0815.15' as well as approval document mentioned above. The submitted documentation was reviewed by Mai # cao 6 aSlta a 1k o •.ide Ra lsa .qa s i. o Ragk ia. ALA lah'f: • R.C. Abin tlnu'm Industries, Inc. NOTICE OF ACCEPTANCE 'vIDENCE `SITB 3 ,t A. 51 ,DRAWINGS Manufacturer's die drawings and sections. 2. Drawing No W03 -101, Sheets 1 through 8 of 18, titled "Series — RS240 Alum, Sliding Glass Door (LMI) ", dated 11/10/03 with revision "D" dated 03/04/09 prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. TESTS Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, perFBC, TAS 202 -94 4) Large Missile Impact Test perFBC, 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 Laboratories, Inc. Test Report No. FTL -5427 dated 12/13/07, signed and sealed'by Carlos S. Rionda, P.E. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Unifoiin Static Air Pressure Test, Loading per FBC, TAS 20294 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 241 1.3.2.1 and TAS202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL -4428 dated 01/11/05, signed and sealed by Edmund() Largaespada, P.E. "Submitted under NOA# 05- 0815.15" Test reports on: 1) Air Infiltration Test, per FBC, TAS .202-94 2) Uniform Static Air Pressure Test, Loading perFBC, TAS20294 3) Water Resistance Test per FBC, TAS .20294 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 241 1.3,2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL -3825 dated 07/16/03, signed and sealed by Joseph C. Chan, P.E. "Submitted under NOA# 04- 0401.03" uel Per Product Control er NOA No. 09 -0 2402 Expiration Date: June 24,2014 Approval Date: May 27,2009 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE S :? o ` i C. CALCULATIONS 1. Anchor verification calculations and structural analysis, prepared by A1- Farooq Corporation, dated 2/26/09, sign Farooq, P.E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuP for their "DuPont Butacite® PVB, Interlayer" dated 05 E. STATEMENTS 1. Statement letter of conformance, dated February 26 20 Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated February by Humayoun Farooq, P.E. G. O'1'HERS 1. Notice of Acceptance No. 05- 0815.15, issued to R.C. Al their Series "RS240" Aluminum Sliding Glass Door — L. and expiring on 05/27/09. E -2 • s t /4' 71 JI 7 6) y. a ]. _ 12 91. 'f 1i 111 179:1,• ,- a4dt 2,1/2 2 i /2' • 17 t12" Jai �r9 2 A._ 442 1 0008 wt7nf $8 W/8' 52 i1d . WON 2 S /4" MAX. WS i CONNER5 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. 2440 DESIGN LOAQ RATING FOR 'DOORS TO BE AS PER CHART SHOWN ON SHEET 2. USING CH :e A . R n: S � . :0 SHEET 3 SELECT AttItoR OPrioN V H DESIGN MORE RATING "THAN ©ESIGMi LOADS RBENFWEN.. LOWER 0ESR P1tES5 E GLASS ESR AhCHoR CHARTS WIL! APPLY TO FIORE SY'S2E5 . THIS PROD= HAS ado _A6IGNED Atiyo-r TESTED To COMPLY WFTt•1 THE REQUIRQJEfi[{S -0F IRE •I;I D StakBIF1 OODE 260t12007 maims NIGH Vialett'F - 1 ' '13 tityle). WOOD BUOI, SCELY OTHERS, MUSS' SE " PROEM.* To TRANSFER LOADS TO THE STCHO MRS. ANCHORS EMBEOMEM ARCH 1 4E 1630E4 spAcgEr. oNomma.,40toiks trAst taixsokai Stud. EE a! BASSINOSEUSTIPea IN 2 t/2' 2 1/2' FilUopg TksTED titdit 82 PANELWENN 30 38 42 48 54 58 -1/2 80 88 30 38 42 48 54 58 -1/2 6O 48 54 56 -1/2 80 CAPACTTY GLASS TYPE 'A E8T. ( +) INT. ( -) 80.0 80.0 GLASS TYPE 'C ExT. ( +) INr. ( - ) 80.0 5/32' TEMP. GLASS 3/8" AIR SPACE \ ._S /3Y TEMP. GLASS 11804 NO. PART NUMBER DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 1 240057 -038 RAMS HEAD 6008 -15 2 240051 -039 FRAME 511 6008 -15 - 3 - 240057 -042 RAMS JANE 6083 -T6 - 4 240057 -028 MOVING HORIZ. 8011. RA11. 6063 -18 - 5 240051 -029 FIXED HORIZ. 8011. RAIL 8083 -TB - 6 .240057 -026 7P 0011040 RAIL 8063 -18 - 7 240051 -027 ]P FIXED RAIL 8063 -T8 - 8 240051 -024 4548 FIXED 5171.E - 6083 -16 - 9 - 240051 -022 4510 FIX. STILE/LOCK STILE 6063 -18 - 10 2400ST -041 ITERLOCK - 6063 -18 11 240057 -025 EETING STILE 6063 -18 - 12 240051 -012 IRESHOLD COVER 8063 -T8 - 13 240051 -011 LL TRACK ANCHOR 8005 -T5 8" LONG 14 24005T -019 HEAD COVER 8063 -16 - 15 240051 -031 I1 TRACK PLATE (5 -I /4' 04 1/4" x 5" LONG 8061 -08 AT EACH 6040 194 240051 -031 I1 1RACK PLATE (5 -1/4' X I/4' X 10" LONG 6061 -T6 AT INTERLOCK /ASTRAGAL 511105 16 240051 -032 1G. RAIL THRESHOLD 5861. 6063 -15 6` LONG - - � 17 SIO x 1/2" EATNERSTRP FASTENERS, - - 18 V -027 JL8 W'STRIPPING - 610411. FP -712 PROTOTYPE 19 WV -2310 AP WEATHER SEAL VINYL WIBORG 20 _ V -028 BULB W'STRPPING VINYL FP -198 PROTOTYPE 21 04312650414 - N PILE W'STRIPPING - ULTRAFAB 22 02308270 - -1.004 W'STRIPPING - SCHLECEI. 26 100 -7101 2/5405. PANEL TANDEM WHEEL 6558048.1 - WORLD IND. PRODUCTS INTL. 27 10- OO18XX '. STANDARD SUDS SET LOCK - WORLD 1040. PRODUCTS 9411. 28 - 1 LOCK KEEPER - - - 29 - 00004 BUMPER - i' 016.04 3/4' LONG 30 240051 -040 AS RE00. INSIDE SCREEN TRACK - 6083 -16 - 31 110 X 1 -I /4' 2/ PANEL PANEL ASSBY. SCREWS 51/57 - 32 110 X 1 -1/4" 2/ CORNER FRAME ASSBY. SCREWS ST /ST - 33 - 2 4 -1/4' X .080' 4 6' LONG PLATE ALUMINUM AT FRAN8 JAMB 8011004 34 - - - - 5/8' X 1-1/2' 04 .1' PLATE 0 LOOK STILE 8077054 ALUMINUM FASTENED WITH #6 X 3/8' FH .5045 35 6-061 AS RE00. GLASS CRADLE - PVC IN • SEGMENTS 5/32" TEMP. GLASS 3/6 AIR SPACE • 1 _ HEAT 5104804 GLASS QUANTnT 1/nX. PANEL 1/M0v PANEL 1/Fix. PANEL 1/nX. PANEL 30 38 42 48 54 58 -1/2 80 88 30 38 42 48 54 58 -1/2 6O 48 54 56 -1/2 80 CAPACTTY GLASS TYPE 'A E8T. ( +) INT. ( -) 80.0 80.0 GLASS TYPE 'C ExT. ( +) INr. ( - ) 80.0 5/32' TEMP. GLASS 3/8" AIR SPACE \ ._S /3Y TEMP. GLASS 11804 NO. PART NUMBER DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 1 240057 -038 RAMS HEAD 6008 -15 2 240051 -039 FRAME 511 6008 -15 - 3 - 240057 -042 RAMS JANE 6083 -T6 - 4 240057 -028 MOVING HORIZ. 8011. RA11. 6063 -18 - 5 240051 -029 FIXED HORIZ. 8011. RAIL 8083 -TB - 6 .240057 -026 7P 0011040 RAIL 8063 -18 - 7 240051 -027 ]P FIXED RAIL 8063 -T8 - 8 240051 -024 4548 FIXED 5171.E - 6083 -16 - 9 - 240051 -022 4510 FIX. STILE/LOCK STILE 6063 -18 - 10 2400ST -041 ITERLOCK - 6063 -18 11 240057 -025 EETING STILE 6063 -18 - 12 240051 -012 IRESHOLD COVER 8063 -T8 - 13 240051 -011 LL TRACK ANCHOR 8005 -T5 8" LONG 14 24005T -019 HEAD COVER 8063 -16 - 15 240051 -031 I1 TRACK PLATE (5 -I /4' 04 1/4" x 5" LONG 8061 -08 AT EACH 6040 194 240051 -031 I1 1RACK PLATE (5 -1/4' X I/4' X 10" LONG 6061 -T6 AT INTERLOCK /ASTRAGAL 511105 16 240051 -032 1G. RAIL THRESHOLD 5861. 6063 -15 6` LONG - - � 17 SIO x 1/2" EATNERSTRP FASTENERS, - - 18 V -027 JL8 W'STRIPPING - 610411. FP -712 PROTOTYPE 19 WV -2310 AP WEATHER SEAL VINYL WIBORG 20 _ V -028 BULB W'STRPPING VINYL FP -198 PROTOTYPE 21 04312650414 - N PILE W'STRIPPING - ULTRAFAB 22 02308270 - -1.004 W'STRIPPING - SCHLECEI. 26 100 -7101 2/5405. PANEL TANDEM WHEEL 6558048.1 - WORLD IND. PRODUCTS INTL. 27 10- OO18XX '. STANDARD SUDS SET LOCK - WORLD 1040. PRODUCTS 9411. 28 - 1 LOCK KEEPER - - - 29 - 00004 BUMPER - i' 016.04 3/4' LONG 30 240051 -040 AS RE00. INSIDE SCREEN TRACK - 6083 -16 - 31 110 X 1 -I /4' 2/ PANEL PANEL ASSBY. SCREWS 51/57 - 32 110 X 1 -1/4" 2/ CORNER FRAME ASSBY. SCREWS ST /ST - 33 - 2 4 -1/4' X .080' 4 6' LONG PLATE ALUMINUM AT FRAN8 JAMB 8011004 34 - - - - 5/8' X 1-1/2' 04 .1' PLATE 0 LOOK STILE 8077054 ALUMINUM FASTENED WITH #6 X 3/8' FH .5045 35 6-061 AS RE00. GLASS CRADLE - PVC IN • SEGMENTS 5/32" TEMP. GLASS 3/6 AIR SPACE • 1 _ HEAT 5104804 GLASS GAPOI4.10TH% lioullvt .ec09 rvi 48 54 • 56 30 .: 3 5 . .:. 58 -1/2 38 42 54 . 56 -1/2 80 _30 38 •:42 .. 48 54- _ -t /2 80 . 96 02 08 LESTFR OF 4 ANCHORS 100O595 ANCHORS E7fT ( +} 1 EXT _ r+) .5647 ( -). INT ( -) 80.0 80.0 E0 0 30.0 -. c0 . 765 e00 E3 68. 80.0 80 0 :55.0 ..80.0 80.0 812 40. 80.0 � .. .:35.6 $0 80.0 80.0 _7 80.0 80.0 80.0 78.0 800 ,83 . . 80 .0 80 504 73.6 431 09.3 45.3. 3 /R" 5{,1X 011164 SPACE 542 55,0 60.0 CLUSTER OF 5 ■ANCHORS t�cHDRS 844C31055 A &,B� C.. EX- ( +) NT. ( -) TNT.( - 5 Sac 600 83 80.0 8020 630 80.0 60.0 30.0 i .80 . 8 .0 86.0 72_4 80.0 '.80.0 83.8 80.0 80.0 58.7 -_ 803 „ .80.0 , 60.0 ;: 80.0 65 . 2091; : 46.4 - 80.0 .' .69,5 800 '80.0 800 83.0 93.0 0=';0 _7- 80.1 : - 60A 68.6 80.0 83.0 J 80.0_ 90 00. 51.0 80.0 ' 76. 73.4 460 80 720 80.0 80 75.6 . ;:800 ;_ 80 0 80.0 89.0 80.0 80.0 80.0 8 75.5 722 68.0 CLUSTER 01 8 ANCHORS ANCHORS C 1370 ir913 ( -) 83 0 990 8050' 800 83 0 90.0 80.0 80.0 80A- 60.0;:'- 60.0 86.0_ 80.0 0.0 80.0 90.0 903 80.0 80 0 80.0 800 80.0 80,0 80.0 90.0 80.0 80.3 80.0 DESIGN LOAD CAP C1.DSTSR 'e 4 ANCA0R8 8 1(VEHORS ANCHORS. ANC0018 0 5 6 C EXT. (44 EXT (4` 40 ( - 'NT_ ( -) 9 80.0 800 80,0 50.6 82.4 80.0 55.5 80.0 53.0 80.9 49.9 80 0_ 45.4 800, 80 0 •, :' 803 80.0 _. 00.0 80.0 't 75 8 889 _`, 80.0' 80.0 80.0 _ 80 0 .79.3 71.3 800 80.0 80.0 71 60 0 71.3 80.0 69.3 59:4 52.0 >. 46.2" 44 -2 41.6 37.8 79.3 69 3 55.9 48.9 0„,81 ,41s. 39.2 74.0 61.6 52 46.2 415 34.3 37.0 F (ANCHOR /2 MA7C.,.SF31!4_ SPACE 80.0 80.0__' 00.0 900 BO 0 80.0 80.0 -- . 80.0_ 80.0 , 80.0 `sob 800 50.0 8Q:0 80.0: 0, B0.0 EXT. ( +) 1NT_ (-) 60.0 80.0 000 800 80.0 79.5 74 9 8. 80.0 80,0. 80.0 82.4 56.7 80 0_ 80. 50. 80.0 73.4 624 80.0 '8.7 0PS 69.3 66.3 65.3 0C 0 CLUSTER OF O .1NC 1088 ANCHCPS EXT_ (4-) NT. 5 -) 80.0 60 80.0 80 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 75.6 80.0 80.0 80.0 80.0 .80,0 80.0 78:3 80.0. Ea0 80.0 ;80.0 80:0 79.2 80:0 90.0 6953 80.0 80.0_4_51E 80_0 00.0 58 9 70.5 930 55.5 74.0 Ay\CH085, 70CHOPS F[T (ij' 161 ( -) 60.0 83.0 80.0 70.4 80 0 60 80.0 52.8 80.0 80.0 • 46.9 80.0 60.0 4 4.9 1,,,-80.0 77.0 42.2 80.0 7)64 88,4 85.5 60.0 70, 800, 58 -7 80.0 50.7 s0 0 4 0 '2803 71:3 30.1 80.0 68.2 64,2 ;j, 58.4 90.0 66.3 00.0 80 0 55 :2 On 80.0 47.3 80.0 7 55 474 80.0 67.1 °i 36. 80.0 6 i.2 352 80 0 634 j 33.1 8130 8050 80.0 au 6 71. 634 606 57.1 CLUSTER OE 4 ANCHORS EXT. ( +) INT: ( -) . ,,/9 5:1X. SHIM SPACE C1.1 SUER OF ,56CHORS A k D E0T. (55 ANT. ( -j 51 - 80.0 35.2 80.0 32.0 1NCH0RS EXT. ( -) ( -) 80 0 80.0 800 83 0 80.0 83.0 70.4 67 3 63 a .8 e0.0 00.0 75.4 58.0 58.7,,_ sat. 80.0 48.0 504 80 1 ?7:0 62.1 55.2 52.5 49.7 4LSTER OF MTHORS &NCHORS EXT: ' +) N. ( - j 80_ 800 , 80.0 80.0 800 8O 0 n _80.0 ,gat. 800 B 80.0 80 0, 78.2, 74.8 70.4 0 f..t.w 0 .i. 50. 73.6 ,70.4 66.3 62.6 . 851.0 j .80.0 80:0 521 80.0 - 78.2 80.0 44 '40.0 57.0 80 _. .: 39.' 80.0 58.7 x478.2 3418 80 52.1 . °:'$4.5 33 2 80.0 5958 56.5 31.3. 20.0 46 -9. j 626 E ,,: CH. +574700 9 APB .Epp STITT 01,aFS 95.1. PE # 15557 146.,,4336 arG z 0 2009 PROMICI'REY1SE0 mmpJy mth the Phalan. Bnttd4 C4Ai **Atar - L32Y.D2 Date 1; Product 811 wlfg i 1 z, I ds drawi6.0 no_ 1 WQ = 4._�.` - : 'a,.j.� ' 40., T/PIU11 A�NCRO S -IN C,_1.4STx 0 !1TG. STI4 k NTEI?LOCK ENDS - 3 1 SEE 54163 3 FOR CuANLITIES z:. Tv CHC ,S O MTG. STILE 1 NTERLCUK ENC SEE SHEET 3 , OR OUP N'ITIE 4".4111 =D1wE CCLN^ APFR'C ir0L'.CN SEE SEP NOA 1/210CD BUCKS AND METAL STRUCTURES NOT BY RC ALUMIN'U.M • MUST SUSTAIN LOADS R,IPOSED BY GLAZING 5 AND TRANSFER.THEV TO THE 8L31___DINC STRUC TX13IC a /CH SEE ELEV. FOR SPACING TYPE 16 4. DI - - Ott (Fu. T63 'i06..( -157 K51) INTO 2BY- '4000 1:34345 OR SYGOD STRUCTURES 1 -3/8' 34131 WOOD PENETRATION THRU 1911 WOOD BUCKS INTO MASONRY 0R CONC 1 -1/4" i(1N. EMBED - -INTO MASONRY OR CONC. TYPE B 1/4 6W. HILTI KWIK CON - - (33 - 163 !m. (57 K51) DIRECTLY INTO VASONRY OR CONCRETE. 1 -1 72" MC EM6E0 INTO CONCRETE 1, =1/4' 913. E!1BED INTO BLC0K � TYRE Cs 1 /4'- CI.A. TEKS - OR SELF_OILLING SCREWS (6 6L";"1. Ey -32C 1.53) IN !META. STRUCTURES STEEL 1/8' THK. MIN (Fy 36 KSI MIN_),,; -.. ALUMINUM 1/9 THK. MIN, (6063 —T5 „111!,,) ( STEEE IN CONTACT WITH ALUMINUM TO BE PLATED - OR PAINTED) TYPIGaL EDGE SfA�CE - 1NT0 CONCRETE AND IAASONRY - .2 -1/2 ".MIN INTO •5005 STRUCTURE =._1 MIN. INTO METAL STR0CTURE 3;4' 64114 CONCRETE 1 c' - 3000 PSI MIN. MASONRY Cm 1500. RS1 MIN_ - TYPI Ff1 34540.45 N CLUSTERS 1135. ST LE t NTE■L,XK E , SEE SHEET 3 FOR 00053TES Err OR. r.LV r0 U); '.itDCC 3.3 _31665 FO PE F 1 7 3 5143 � 6 o° cr:s c s • NIVIMINIMMEIE it PANEL WIDTH WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PANEL WIDTH TYPICAL ANCHORS_ SEE ELEV. FOR SPACING S /8' MAX. 1BY WOOD BUCK 1.2741 1.674 89704. Riot .Q .. 140 . TOF., RAIL 1.022 1.274 1.0 0$, $RLE < MP cc3T■ER m» ° d <\ • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE CO METRO -DADE FLAG 140 WEST FLAGLER STREESOFFEd1 MIAMI, FLORI 4 33i i3 (305) 375-2902 FAX (0 )37 www.miamidade.gov/ NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 NW 75 Ave Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constiiiefir materials. The documentation submitted has been reviewed by Miami —Dade County Product Ccrnttr Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade 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 Co Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami— reserve the right to have this product or material tested for quality assurance purposes. If !� P q �' PurP material fails to perform in the accepted manner, the manufacturer will incur the expense of sue the AHJ may immediately revoke, modify, or suspend the use of such product or material; . jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-0 Product Control Division that this product or material fails to meet the requirements of t e building code. This product is approved as described herein, and has been designed to comply with the Florida Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "RD45" Aluminum Entrance Door wI wo Transom & Sidelites ; " I APPROVAL DOCUMENT: DrawingNo. W04 -37, titled "Series RD45 Alum Entrance Door sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al— Farooq signed and sealed by Arshad Vigar, P. E., bearing the Miami —Dade County Product Control ReV sign with the Notice of Acceptance number and expiation date by the Miami —Dade County Product t " Division. MISSIT S. IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Load bearing shim required. 2. Max 1 /e" shim allowed for installation in steel substrate. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, citj+ following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted RENEWAL of this NOA shall be considered after a renewal application has been filed and there 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 revisio car in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end orseme of any product, for sales, advertising or any other purposes shall automatically terminate this N 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 1VFiami —Dade County, followed by the expiration date may be displayed in advertising literature. If any portion o 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 and shall be available for inspection at the job site at the request of the Building 0 This NOA renews NOA No. 08 and consists of this page 1 and evidence pages E-1 an well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA NO Expiration Date: A Approval Date: Aii • R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -37, titled "Series RD45 Alum Entran through 10 of 10, dated 05/09/04 and last revised on 05/0 Corporation, signed and sealed by Arshad Vigor, P. E. B. TESTS 1. Test reports on: 1) Air infiltration Test, per FBC, TAS 20 2) Uniform Static Air Pressure Test, per 3) Water Resistance Test, per FBC, TAS -) Large Missile Impact Test per FBC, T 5) Cyclic Wind Pressure Loading per FB 6) Forced Entry Test, per FBC 2411 3.2.1 along with marked -up drawings and installation diagram prepared by Fenestration Testing Laboratory, Inc., Test R February 18, 2008, signed and sealed by Carlos S. Rion (Submitted under previous NOA No. 08-0613.0, 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20 2) Uniform Static Air Pressure Test, per IS 3) Water Resistance Test, per FBC, TAS 4) Large Missile Impact Test per FBC, T 5) Cyclic Wind Pressure Loading per FB 6) Forced Entry Test, per FBC 2411 3.2.1 along with marked -up drawings and •installation diagram prepared by Fenestration Testing Laboratory, Inc., Test R dated March 24, 2004, FTL -4155, dated March 30, 2004 March 31, 2004, signed and sealed by Edmundo Largaesp (Submitted under previous NOA No. 04-0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, cod 2007, prepared by Al Farooq Corporation, dated May 29, July 14, 2008, signed and sealed by Dr. Humayoun Faroo Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 EVIDENCE a TEI Exp AP R C. AluminumIn`ilustries Inc. E. F. G. CS;: EVI=DENCE SUBMITTED NOTICE OF ACCEPT MATERIAL CERTIFICATIONS - 1. Notice of Acceptance No. 09-0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Tnterlayer" dated 05/13/09, expiring on 12/11/10. STATEMENTS 1. Statement: letter of conformance e .-d May 04, 2009, signed, and sealed by Arshad Vigar, P. E. 2. Statement letter of no financial interest. dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 3. Statement' letter of changes, dated May 04,20 9, signer and sealed by Arshad Vigar, P. E. 4. Laboratory c' upliance letter for Test " =port No FTL-5390, issued by Fenestration Testing :Laboratory, Inc:, dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under ,previous, NOA No. 08-0613.07) 5. Laboratory compliance letter for Test Report No.'s FTL-4154, FTL -4155 and FTL- 4166, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, March 30, 2004 andMarch 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04- 0608.03) OTHERS 1. Notice of Acceptance No 08- 0613.07, issued to R. C. Aluminum Industries, Inc. for their Series "RD45" Aluminum Entrance Door w/ wo Transom & :Sidelites— approved on 09/04/08 and expiring on 08/19/09. Jaime D. Gascon, . E. Chief, Product Control Division NOA No, 09-4630.07 Expiration Date: August 19, 2014 Approval Datc: August 05, 2009 �z: _.d OPTION 17' LOCK OPTiON'S_S!\GLE QPw Lt: , 3 POUT LOCK SYSTEM BY 'AV .SBURY KITH SURFACE MOUNT HANDLE AT 36 FROM BOTTOM AND 0530 BOLT LOCKSET AT 32" FROM 80TTO4 KEY OPERATED ON EXTERIOR AND TRUL'B TURN ON T4TEROR 3 FOI.0 'LOCK SYSTEM BY • HOPRE' KT'H SURFACE MOUNT RAND_E AT 36" FR04 BOTTO9 AND DEAD 9331 LOCKSET AT 32 -1/2' F909 BOTTOM - KEY OPERATED ON EXTERIOR. AND THUMB TURN ON - :INTER'JR 1,0GK OPTIONS .➢9TJPLE_D005; OPTION 4 - ACif'/E - AF. 3 POINT LOCK SYSTEM BY AMESBURY' WITH SURFACE MOUNT HANDLE AT 36 ERON BOTTOM AND DEAD 80.0 L0."FSET AT FR04 BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 2 PONT LG'.:K SYSTEM BY '30.5091391' 5300T BOLTS ENGAG SIMULTANEOUSLY 97 HFA5 & SILL SURFACE MOUNT ACTUATING HANDLE AT 38' FROM BOTTOM OPAON$7 /295 I FAF- 3 PUNT LOCK SYSTEM BY 'HOPPE' 84TIH SURFACE 40'JNT HANDLE AT 36" 'R04 BOTTOM AND BEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON E(TFR,DR AND THUMB ?LIRN ON INTERIOR ILA�NE1E?F 2 POINT LOCK SYSTEM BY '0 9P0' SHOOT BOLTS ENG SIMUITANEO'JSLY AT HEAD & SILL SURFACE MOUNT ACTUATING -N7OLE AT 38' FROM BOTTOM t /8" 3EA1. SRENb: 00405 .090 I \'TE00AYEP. DUPONT 'BUTACTE' P�9 1 • ,. I - 1 /E HEAT 5199 D. GL455 1 SILICONE COW, CORNING 795 4 DOW CORNING 995- -5/32 TE m. :, S ` l -1 /a" 46"S41,CE v MEAT 4REN'D. _ASS 090' IMERLAYER DJGOOT B'UT /CITE'. PVB I 1 /8' I-EAT SIREN'_ GLASS GLASS - TYPE. '8' SILICONE -' "• 00# CORNING 795 DOW COP.0N3 295 GLAZING DETAIL AT DOOR LEAF PAOT)L107 00^T`.30D CcirplYr^3v.iN i99 F10 199 99599 :, Cody r:T,l 0 0. -Q 300 mtirn F?='= TYPICAL Ar4cH3 —S SEE ELEVATIDNS FOR SPAi':G �WtTMJO BL Twlcn ANCHOSs T --SEE _LEVH 1 1 S F?R SPa'.:; nY' - :i WOOD BUCKS AND METAL STRUCTURES NOT BY RC AIUfIT:UV; 4J5T SUSTA1 LOADS iNIFOSED BY 1 AG S;15TE11 A\ TRANSFER THEN TO THE ETL,FLD1NG S TYPICAL ANC OHS s - ELEV. F1 l P <I■S Q 1" KS 111 2BY Wo3J BUCKS OR WOOD STRUCTURES. 1 -T /2" MIN WCCD PENETRATION THRU 18Y NCD BUCKS 1 0 llGSC.NRY C4• C N yY 1-1/4' 511N1 EV.VBED '5 C »SON Y CR C CRE iY J t...,S0NRY 'F CCNCRETE ' 1 1___ BED I'JTU CONr"� 114 - CIL OR SEI F DRILLING SCREWS ( RITE 5 CRS) INTO 4ETA1 STRUCTURES STEEL i 1/9' THK. A I. !Fy = 88 KS! 51' ) _ ILUMIN'UY 1/B TNK. AVIN- (80F5 =T5 MIN:.) (STEEL IN CONTACT WITH P!UTWINLIV TJ BE 511+TE'D OR PA. ^4TE) !NTO CONCRETE AND MASC> INTO '51000 STRUCTURE _ 1 iN'TO AIEAL STRUCTURE = 3/4 CONCRETE lc 3040 P$I l4ASONRY t'm 1500 P9 SEALANTS, ALL FRAME AND PANEL JOINT, 114SMLLATI3N SCREWS A7 HEADS 01 ANCH35 SCRF'N5 TO 5E SEALED WTH WHIT '51 J5 'CS 09 L s! COKE 5 ; aFS1-s3 '.'Oa., 3'11: FLA. C.AK _ FLAY 4 n 2009 I iYP LA nNG -ICRS 15 a T' Fitt 5('ACING FRUPL'cT ,cb'p1:'1r 1 :lib the F'oridi Ci T, C '��•�7 f"1 . vTy, 1$119,WT4 B: iA YY„sx t'.� C':ay.il n TYPICAL ANCHORS SEE ELEV. FOR SPACING E3 l 1. '�7•� —_ aU £-40M 1Nv-dW00 Z R a � 4 e - BC 11 8489$08(008) 'XYd o01tB$ (14810 . *ARCO V01H0181 'iWVIW 8AV.2B' A1X(10GG MIBW dO1 M1H41.J,onc0f4 o8'viEEt1(.4m , NO*A.VI1HOCIMO3 `bOOI 4yi VIV • 2 FOR ?-ACING ® ACTIVE �- ® _ � I� 1,.... a ji 0 W OOD -- • 'ODD • to 1 a i _ . .._._ �• :. _ .�I .. 1 S ; 0 CD I SEE SHEET .4 SH .4 EB O EXTERIOR 10 D.L OFG. t /2• MAX. i2 '- LEAF WIDTH �s FOR ON t /2. mc' -- .(Trri) 80ofl 20N1/8.042 Wrnv -008'$21 . '. MC. ALUMINUM INDUS RTES INC. 2805 N.W. 75 iH AVE. MIAMI, FL 33122 TEL (305) 892 -1515 FAX. (305) 502 -2184 FRAME WIDTH SMM TYPICAL SIDE ELEV. FOR SPACING =-= -- • . ANCHORS O © 2. CO INACTIVE SHIM (X) O SEE SHEET 4 FOR DESCRIPTION -� TYPICAL . FOR ACTIVE ANCNORS SEE !LEY- SPATIN_ �� I f S ( STRUCTURE .TeTe. = _ lt- k � - 7�1 •, f 1 ' f� is _ ®I J - �.' �, _ _ �.- -_ 1 1 .. « E l iiiiiiis 0 /� 0 © 0 0 � . l � F SHIM EB Di... OPG. D.L OP.G. '= LEAF WIDTH • EXTERIOR LEAF. WIDTH . I WOO SUCK MAX. 11111 rot'9(1 . t /2' f RAME WIDTH ga�0�1 SHIM `Xx) I S'I _ - inn PIA PE CAA. 18 28 tit PRCt UCNREF .' a7 YaLG4+iNiAiNingl Nft ® s�' o•r yg. -` i ITt �dL'1 , . 14. MAY 0 8 2009 .. (stieef 5 o f 10 -: T"PJ: .L \CHCRS SEE ELEVAPC.NS FCR SPACING (O /X) (O /XX) eta % 1' SELF'CRi.LING SCRE45 AT d' FROiA ENDS AND 12' O.C. LLtX. 'ROCjI D thc Eloridi ;z cot O 0630• rT f MAY 0 F 1111:19 —z_ &cdoa Coithc _.,aadn • .115 t.470 4300 F- 572 SIDELITE HEAD /SILL - 41 •TRARSOM JAMB 1 .1 2.119„ fl 2:187 t.etz 4:750 — F1RA.4!E SILL 501325 3.570 - 542 t ,;4220 2;125 I{[� 4.750 = ° 25 �"I � — ( QT . 1.625 .125 -- — 1 1 f X = -- 2.5101'y4 S8 g' 1.363 ' .N \3 ACFlt LEAF LOCK STILE BOTTOM RAIL 5.975 4 000 ------ .100 TYP. 5 rt 1.488 SX 0 873 v SIDE'_ITE JAMB . j TRANSOM HEAD /SILL GLAZING BEAD 114 CLASS) -4- 1.870 -1 -- 1.995 Et . ?iO45 - 023 1 FRAME HEAD _ 6..0 -15 E2 6045 -024 1 FROM S��_ — 6'<,3 - 06 E3 . 9045 -- 022 FRAME: 25535 I 1663 -T6 1- 64 . RD45- 004:'.:1 /L6F• :TOP 6063 -'6 - E^• -SAS t.b.'d 77,4 0116 FLA. FE F 36663 C ii. 393.6 `1UMEISR � REQD. DESCRIPTION. MATERIAL MAN 5.j S J TRH ER P.E'3U■P.R9 EE , R045 -021 ? 11 AF 89TTOW j C 6T. T6 ' — E ' - RD45 -006 2/ LE LE4F +GE S T 83 LE,1'69 [i( LE, L 6 D5 -T5 E7,,,. HD4 -002 2 . v 81103. JAMB. STV 6063 -T6_ E $':::'9045 010 - ASi6000 J� 553215 � - • � 60 ES '6 - E9 62045 0.07 AS RE05.' G�1.ZLV„ 1Y t +" LA _ 6063 - 6 � - -I Lid., . l 49 OTZA ,AS R OD 11 LOCK 571-1 FC b , 60 5 5 Et�, RD4 .OT4_..�3SaR@00.1 SOLUTE 40302 W+t4506 WJB 650 TS 112.4 604-015'' 114.RE0D AT SIRE LITE. HEAD /S'LL AT TRANSOM 6053 -T6 - ET3 ;8045 -016: 1 COVER. -- - - -_ E19 804 - 329 40 REA : :Ik!ITEROR SNAP CP.ER - 020_,LRDd .45 6E-04 .ANC`aOR: CLIP 8� LONO _ —__ I 6063 -T6 - (dt IR04 5101: 4/ LEAF 1 /CS5EEEELY 6DUti - T3 343 R6A - 1,t03 4 1tv00 Fl ,-§14 tQ_' AT 3 F014 !LOCK 6114 V31384 C • AS 1 2000 YiEAT8EASTRIPP1n hZO:. •- ..a. 3 6 i /2' .x 4_4EthNG 1 - .i b7. fF,OAI E10h N. SAI ' � ` ^ � _b 1821 ; .:. 1/2 3%4 x;�4:STT11NG 1-66 -' - 6' FRt* EA CFI ENC6, Lt iDSp 321.4 ; HD4 s -pan _''A LEAF wv,b16r0 ri f. Nirlc�' tss045Lr, eons rs _LlS RE00:.. t2 x 1 -1/.4' LG_ Pa0L:961s.- - . - Si /ST 4506955Y FASTENS45 _ 9 :. 91YEFT d FOR ? ,: NS Atan nFSCR{pTfON 'i .. P50031Ct RE'sEV■TD nt c7.ma1i, Flari6. 14535 ElditLinv, 9342 r,u. 09' 0630. 07 E.Pial�o I3o�r By ¢ M25,i :, 51421 Mc 655 RECD; i' 1NG - 3d -I 65350270' DOCK W41 ',_ 50AM 0 -1 0 -- 62. ;6 -098 010583 FNL5 HNY'L.WS16. __ - ,, V4 . i_ - (IQ9 , _ BULB ik 074) 11100 PYC, { 14 9 60 -3209 PERO XIDE - THRE40 -1N 111 !T6 v C0 AS 1E45. e3/8 - % 2"' LC. FULL THREAD H % .HD.. 1 1 PER CC5ER 4/ 4CE .412 - 24 X 3/4' LC_ 584 5-11_ MACHINE SCRFN ST /ST 1 71.'0 1 I:STALL1TCN SCREWS _,_ • • 713 g'19 . ©l r o11s �: BUILDING CODE COMPLIANCE OFFICE CJ PRODUCT CONTROL DIVISION OF ACCEPTANCE 'It 'C. Altrtn'inum Industries 2805 N. W. 75th Ave. Miami, FL 33122 !Scan: °l his NOA ikieing 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 (AI-11). 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 Bright 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 AIIJ 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 lone. DESCRIPTION: Series "ML .100" Aluminum Tube Mullion— L.M.L APPROVAL DOCUMENT: Drawing No M04 -05, titled "Aluminum Tube Mullions ", `stieets 1 through 7 of 7, dated 05 /02/04 with revision "C "dated 09/22/08, prepared by Al-:Farooq Corporation, signed and sealedby.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 Togo, 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 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 complywith.any section of this NOA shall be for termination and removal of NOA. r n 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:bc 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- 1130.03 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`Pcre4, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DALE FLAGLER BUILDING S [ I AC.LER STREET, .SUITE 1603 MIAMI, FLORIDA 1563 005) 375 -2901 FAX (305)372.6339 www.utiamidade.gov/buildingcode NOA No. 09- 0128.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 Page 1 • • R. C. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -05, titled "Aluminum Tube Mullions ", s dated 05/02/04 with revision "C" dated 09/22/08, prepared signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 2) Uniform Static Air Pressure Test, Lo 3) Water Resistance Test, per FBC, TAS 2 4) Cyclic Wind Pressure Loading per FBC, along with installation diagram of aluminum single hung prepared by Fenestration Testing Laboratory, Inc., Test R January 14, 2004, signed and sealed by Edmundo Largaesp (Submitted under previous NOA #04- 0608.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202- 2) Uniform Static Air Pressure Test, Lo 3) Large. Missile Impact Test per FBC, T 4) Forced Entry Test, per FBC 2411.3.2.1 along with installation diagram of aluminum fixed and cas together, prepared by Hurricane Engineering & Testing Inc. HETI -03 -1346, dated September 16, 2003, signed and seal P.E. (Submitted under previous NOA #04 -0608. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, co prepared by Al -Farooq Corporation, dated 09/24/08, signed Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1, None E -1 • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • R. C. Aluminum Industries, Inc. F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #06- 1130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Mullion — L.M.I.", approved on 04/05/07 and expiring on 08/19/09. E -2 Manuel ' er Product Control E NOA No. 09-0 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 • MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WRH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MUWON PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HION VELOCITY HURRICANE ZONE (FNHZ). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USEED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SNAIL BE BEYOND WALL COVETING (STUCCO. TIM ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS OF MATERIALS INCLINING BUT NOT SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAL L MEET' THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 STIECT 1AUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPE'S ON SHEET 5 THRU 7 AND ANCHOR CHARTS ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFED UN STEP 1 ABOVE. TUBULAR SHAPES ALLOY = 6063—T13 MUWONS CONTAINING TYPICAL GLAZING PRODUCT$ HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING SEP 2 b 2008 TYPICAL GLAZING PRODUCT ss • ghs gyps, 8 k 1 s drawing no. M04 -05 (sheet 1 of 7 ) 2 X 4 Mtn 606:1 -1 '.'.730 r .. 45ao 1 -1/2 X 4-71/2 CUSTOM MuitLoN 6C - 3 -T8 _ .180 590 2 X 6 PTO. MULLION 6063 -T6 - -.129 2 X 6 MEA }R' - MULLION 6C -lb - - Eng OR NIA1A?'WN FA5Z00 �l{TJF.ES FA FE 4 t 6357 CAN. 7538 'r OD 1 :.rich ■L•Floncj 41elSn C 0 SEP 2 5 2005 s Th i 2 o il 3 !i • ab zw,;I Z.�3 CG (heet. 2 of 7 j graffM EMA yam -,.,° l agrELTA rflzA KLAN I P r � i ItTT I UMMEMI ° EZIATUNIL FAMIlakIr.TAWM5111 MM 1 BM Ma rinVerj91 a te_: F _. '�,° VETT' ..w�: . NITITs i EC' b_ WniggfIMM ,• E 'w ..i EarzWriit IFTMELITill riVIZEVEN CUM= EMME211 EMKEINCEEMPINI n41 wEIMMIVZIMI WOW MNBIETBEETE 17 P;° •.t.:: .ace y : Pru . APTUTMEVifgOOMFI MEM WITEARWATIAIWr. K _t 7 X - R1 7 5 . 5 zj x f' WAND = ArcifirM • MASONRY � O R C CNCRETE 1/4' HLTT KATI< CON II 1 -3/4" vIN: EYEED NTO ['ASONRY 2 PER CLIP (1 ON 00014 '4'02) /1/4" HILT? KRTK CON '-- 1 -3/4" WIN, EMBED INTO 4ASONRY 2 PER CUP (1 ON EACH M1NC) ANHORS TYPE 'AA2' fr / I I FL00TR12 CLIP I I /1 4 sys U U 2 PEYt !4 00E EOfi FOR ALL OT11ER Nets 3 SCREWS FER ANGLE 202xie' - ALUM M'GLE 1/4' HILT1 OW[I( CON II 2 -1/2' 1 -3/4" 41N, EMEED INTO 1'AS3NRY -, MIN. - 4 PER aft 2 N EACH MHO) . i1 4IN. I CLIPS OR ANGLES 00 DIRECTLY TO 4lSONP.Y TO BE PR WITH ALKALI- Rt114$ANT COATINGS, SUCH AS 4 UTAINOUS P WATER -HFITE YEIF0020Th.TE Lccium_ 1/4" I-L 01 RON 1� 1 -3/4 ". 01!0 EMBED 117'0 LiA 0ll02 0 2 PER ANGLE 1, FLOATT 01 CLIP 11 21 2 PER ANGLE 1 -3/4' o G U12. FOR 1" TORE - �. 2 -3/4' 0.C. FOR ALL OTHER TUBES 3 S0REIS PER ANGLE SEP 2 5 2008 PRODOCT RE\ 00 -< 1 c00111 A 0,126 n • 70 ,A iktT44 STRUCTURES ( STEEL OR ALUIL 1/8' M C K) STEEL : F 313 KST, kR(. ALUY, NUS' 6063 =T5 MIN #14 S6S OR t /4' TEKS -2 PER CLIP (1 031 EACH WINO) ACCESS HOLE #10 FJ1. S.M. S_ 2/ SIDE / 8' TH C4 ALIA, C 31<33EL LENGTH TO FT S\JO NM 6: 17703 TUBE MULLION TUBE (IULIJON 1 -3/4" X 2' X T /8' (FOR 2Er TUBE 3/4' X 2 X 1/8' FOR (1BY TUBE ALUM ANGLE CUT TO F11 SNUG INS!0E TUBE ANCHOR DETAIL_ #1 'J3TA1- TO METAL 0ONN'ECPON USE CH.(,4TS FOR ANCHOR TYPE '94' TO ''ERT* f�1$C1W OF CONNECTION SEE 5-.FIT 4 Or 7 FOR ANC)i0R' I44R15 METAL STRUCTURES (STEEL CR ALU4. 1/8' 9IN. 16104) SrER1 Fyn 36 4S1 VIN. ALUMINFJY _ 6-063 -T5 1'N. ANCHORS TYPE 'S4' FLOATING CLIP 114 SUS p PER .NG_F 1- 4 O.C.. MIN FOR 3' Tl,E -� 2 -3/4' C M'.Y. FOR ALL 0311ER TUBS 3 SCREV75 PER ANGLE Eng, CR. HL143YCJA f AP" 0767070135 1U. PE ?16997 CA‘'.. 1514 . • C